From 0f114a0f22b8c12e412479d11819c23ef462d1b5 Mon Sep 17 00:00:00 2001 From: umsangdon Date: Sat, 19 Sep 2026 02:33:42 +0900 Subject: [PATCH 01/35] =?UTF-8?q?knowledge(=ED=92=88=EC=85=88md):=20?= =?UTF-8?q?=EA=B1=B4=EC=84=A4=202-8=20=EC=B6=94=EB=9D=BD=EC=9E=AC=ED=95=B4?= =?UTF-8?q?=20=EB=B0=8F=20=EB=82=99=ED=95=98=EB=AC=BC=EB=B0=A9=EC=A7=80?= =?UTF-8?q?=EC=8B=9C=EC=84=A4=20=EC=9E=91=EC=84=B1=20=E2=80=94=20=EB=8F=84?= =?UTF-8?q?=EA=B5=AC=20check=20=ED=86=B5=EA=B3=BC=20=C2=B7=20=EC=83=81?= =?UTF-8?q?=ED=83=9C=20=EA=B2=80=EC=A6=9D=EB=8C=80=EA=B8=B0?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit Co-Authored-By: Claude Opus 5 (1M context) Claude-Session: https://claude.ai/code/session_0145cr1DMC5Ft8fouQSXtp69 --- .../2-08_추락재해_및_낙하물방지시설.md | 347 +++++++++++++++++- 1 file changed, 344 insertions(+), 3 deletions(-) diff --git a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제02장_가설공사/2-08_추락재해_및_낙하물방지시설.md b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제02장_가설공사/2-08_추락재해_및_낙하물방지시설.md index 01eaf23e..1f4ffedc 100644 --- a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제02장_가설공사/2-08_추락재해_및_낙하물방지시설.md +++ b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제02장_가설공사/2-08_추락재해_및_낙하물방지시설.md @@ -5,10 +5,351 @@ PDF쪽: 106~112 인쇄쪽: 50~56 시작표지: 2-8 추락재해 및 낙하물방지시설 끝표지: 2-9 통행안전시설 -상태: 대기 -작성: +상태: 검증대기 +작성: sub_laptop_4 검증: 원천: 글자층 -기계검사: +기계검사: 통과 · ①수 결손 0 허구 0 · ②글자 빠짐 0 더함 0 확정지문: --- + +## 2-8 추락재해 및 낙하물방지시설 + +### 2-8-1 낙하물 방지망(비계) 설치 및 해체('20, '26년 보완) + +(일당) + +| 구분 | 단위 | 수량 | 시공량(㎡) | +|---|---|---|---| +| 비계공 | 인 | 3 | 100 | +| 보통인부 | 인 | 1 | | + + +[주] +① 본 품은 비계 외부에 강관을 사용한 낙하물방지망(수평방향 3m이하)을 설치 및 해체하는 기준이다. +② 본 품은 지지대, 연결재, 그물망 설치 및 해체 작업을 포함한다. +③ 타워크레인 또는 크레인이 필요한 경우 기계경비는 별도 계상한다. +④ 공구손료 및 경장비(전동드릴 등)의 기계경비는 인력품의 2%로 계상한다. + +[참고자료] 낙하물 방지망(비계) 재료량 + +(㎡당) + +| 구분 | 규격 | 단위 | 수량 | +|---|---|---|---| +| 강관 | ø48.6㎜×2.4㎜ | m | 2.70 | +| 브라켓 | | 개 | 0.26 | +| 철선 | | ㎏ | 0.25 | +| 클램프 | | 개 | 0.27 | +| 그물망 | | ㎡ | 1.24 | + + +※ 위 재료량은 할증이 포함되어 있으며, 그물망의 손율은 1회사용 후 100%로 한다. +※ 강관 및 부속철물의 손율은 ‘[공통부문] 2-2-5 구조물 비계’를 따른다. + +### 2-8-2 낙하물 방지망(플라잉넷) 설치 및 해체('09년 신설, '17, '20, '26년 보완) + +(일당) + +| 구분 | 단위 | 수량 | 시공량(㎡) | +|---|---|---|---| +| 비계공 | 인 | 3 | 135 | +| 보통인부 | 인 | 1 | | + + +[주] +① 본 품은 구조체 외부에 사다리(플라잉넷)를 사용한 낙하물방지망(수평방향 3m이하)을 설치 및 해체하는 기준이다. +② 본 품은 브라켓, 사다리, 와이어로프, 그물망 설치 및 해체 작업을 포함한다. +③ 공구손료 및 경장비(전동드릴 등)의 기계경비는 인력품의 3%로 계상한다. + +[참고자료] 낙하물 방지망(플라잉넷) 재료량 + +(㎡당) + +| 구분 | 규격 | 단위 | 수량 | +|---|---|---|---| +| 강관 | ø48.6㎜×2.4㎜ | m | 0.167 | +| 브라켓 | | 개 | 0.116 | +| 사다리 | 폭 30㎝×길이 3m 기준 | m | 0.111 | +| 와이어로프 | ø6 | m | 0.764 | +| 클램프 | | 개 | 0.127 | +| 그물망 | | ㎡ | 1.390 | + + +※ 위 재료량은 할증이 포함되어 있으며, 그물망의 손율은 1회사용 후 100%로 한다. +※ 강관 및 부속철물의 손율은 ‘[공통부문] 2-2-5 구조물 비계’를 따른다. + +### 2-8-3 낙하물 방지망(시스템방호) 설치 및 해체('20년 신설, '26년 보완) + +(일당) + +| 구분 | 단위 | 수량 | 시공량(㎡) | +|---|---|---|---| +| 비계공 | 인 | 3 | 115 | +| 보통인부 | 인 | 1 | | + + +[주] +① 본 품은 구조체 외부에 강관을 사용한 낙하물방지망(수평방향 4m이하) 설치 및 해체하는 기준이다. +② 본 품은 지지대, 연결재, 그물망 설치 및 해체 작업을 포함한다. +③ 타워크레인 또는 크레인이 필요한 경우 기계경비는 별도 계상한다. +④ 공구손료 및 경장비(전동드릴 등)의 기계경비는 인력품의 2%로 계상한다. + +### 2-8-4 교량 방호선반 설치 및 해체('11년 신설, '23, '26년 보완) + +(일당) + +| 구분 | 단위 | 수량 | 시공량(㎡) | +|---|---|---|---| +| 비계공 | 인 | 2 | 125 | +| 보통인부 | 인 | 1 | | +| 크레인 | 대 | 0.5 | | +| 고소작업차 | 대 | 1 | | + + +[주] +① 본 품은 교량(거더 하부)에 방호선반을 설치 및 해체하는 기준이다. +② 본 품은 브라켓 및 비계파이프 설치, 합판 거치, 천막지 설치, 안전난간 및 보호망 설치 작업을 포함한다. +③ 장비(크레인, 고소작업차)의 규격은 작업여건(시공높이, 시공위치 등) 및 안전율(적정하중, 작업반경 등)을 고려하여 적합한 규격을 적용한다. +④ 공구손료 및 경장비(와이어윈치 등)의 기계경비는 인력품의 3%로 계상한다. + +### 2-8-5 교량 낙하물방지망 설치 및 해체('23년 신설, '26년 보완) + +(일당) + +| 구분 | 단위 | 수량 | 시공량(㎡) | +|---|---|---|---| +| 비계공 | 인 | 2 | 180 | +| 보통인부 | 인 | 1 | | +| 고소작업차 | 대 | 1 | | + + +[주] +① 본 품은 교량 거더 하부에 낙하물방지망을 설치 및 해체하는 기준이다. +② 본 품은 브라켓 및 비계파이프, 그물망의 설치 및 해체 작업을 포함한다. +③ 장비(고소작업차)의 규격은 작업여건(시공높이, 시공위치 등) 및 안전율(적정하중, 작업반경 등)을 고려하여 적합한 규격을 적용한다. +④ 공구손료 및 경장비(와이어윈치 등)의 기계경비는 인력품의 3%로 계상한다. + +### 2-8-6 출입구 방호선반 설치 및 해체('26년 신설) + +(개소당) + +| 구분 | 단위 | 수량 | | +|---|---|---|---| +| | | 보행자 출입구 | 차량 출입구 | +| 비계공 | 인 | 0.56 | 0.63 | + + +[주] +① 본 품은 구조물 출입구에 방호선반을 설치 및 해체하는 기준이다. +② 본 품은 방호선반틀(파이프), 발판, 난간대의 설치 및 해체 작업을 포함한다. +③ 공사안내판 및 보호망, 가설계단 작업은 별도 계상한다. +④ 공구손료 및 경장비(전동드릴 등)의 기계경비는 인력품의 2%로 계상한다. + +### 2-8-7 철골 안전망 설치 및 해체('18년 보완) + +(10㎡당) + +| 구분 | 단위 | 수량 | +|---|---|---| +| 비계공 | 인 | 0.17 | +| 보통인부 | 인 | 0.05 | + + +[주] +① 본 품은 철골공사 시공 중 철골사이에 설치되는 안전망의 설치 및 해체 작업 기준이다. +② 본 품은 안전망, 보강재 및 결속선의 설치 및 해체 작업을 포함한다. +③ 재료량은 다음을 참고하여 적용한다. + +(10㎡당) + +| 구분 | 규격 | 단위 | 수량 | +|---|---|---|---| +| 그물망 | | ㎡ | 12.4 | +| 보강재 | | m | 4.0 | +| 결속선 | # 10 | ㎏ | 0.3∼0.4 | + + +※ 재료량은 할증이 포함되어 있으며, 그물망의 손율은 1회 사용 후 100%로 한다. + +### 2-8-8 비계주위 보호망 설치 및 해체('17년 신설) + +(10㎡당) + +| 구분 | 단위 | 수량 | +|---|---|---| +| 비계공 | 인 | 0.10 | + +[주] +① 본 품은 낙하물방지 등을 목적으로 비계주위에 설치하는 보호망(그물망 등) 설치 및 해체 작업 기준이다. +② 재료량은 다음을 참고하며, 설치에 필요한 부속재료는 별도 계상한다. + +(㎡당) + +| 구분 | 단위 | 수량 | +|---|---|---| +| 보호망 | ㎡ | 1.05 | + +※ 위 재료량은 할증이 포함되어 있으며, 보호망의 손율은 1회사용 후 100%로 한다. + +### 2-8-9 갱폼주위 보호망 설치 및 해체('09년 신설, ‘17년 보완) + +(10㎡당) + +| 구분 | 단위 | 수량 | +|---|---|---| +| 비계공 | 인 | 0.04 | + +[주] +① 본 품은 낙하물방지 등을 목적으로 갱폼주위에 설치하는 보호망(그물망 등) 설치 및 해체 작업 기준이다. +② 재료량은 다음을 참고하며, 설치에 필요한 부속재료는 별도 계상한다. + +(㎡당) + +| 구분 | 단위 | 수량 | +|---|---|---| +| 보호망 | ㎡ | 1.05 | + +※ 위 재료량은 할증이 포함되어 있으며, 보호망의 손율은 1회사용 후 100%로 한다. + +### 2-8-10 수직형 추락방망 설치 및 해체('20년 신설) + +(10개소당) + +| 구분 | 단위 | 개구부 면적 | | | | | +|---|---|---|---|---|---|---| +| | | 1.0㎡이하 | 1.0~3.0㎡이하 | 3.0~6.0㎡이하 | 6.0~9.0㎡이하 | 9.0~12.0㎡이하 | +| 비계공 | 인 | 0.49 | 0.63 | 1.01 | 1.30 | 1.60 | + + +[주] +① 본 품은 창호, 발코니 등 개구부에 추락의 위험을 방지하기 위한 수직형 방망을 설치 및 해체하는 기준이다. +② 본 품은 앵커 구멍뚫기, 방망 설치 및 해체 작업을 포함한다. +③ 공구손료 및 경장비(전동드릴 등)의 기계경비는 인력품의 2%로 계상한다. + +### 2-8-11 안전난간대 설치 및 해체('20년 신설) + +(10m당) + +| 구분 | 단위 | 브라켓형 | | 앵커형 | | +|---|---|---|---|---|---| +| | | 2단 | 3단 | 2단 | 3단 | +| 비계공 | 인 | 0.56 | 0.62 | 0.64 | 0.70 | +| 비고 | - 난간기둥 간격에 따라 본 품에 다음 요율을 적용한다. | | | | | + + +| 난간기둥 간격 | 1.0m이하 | 1.5m이하 | 1.5m초과 | +|---|---|---|---| +| 요율 | 110% | 100% | 90% | + + +[주] +① 본 품은 발코니, 슬래브 등에 추락 등의 위험을 방지하기 위한 가설난간대를 설치 및 해체하는 기준이다. +② 2단은 상부난간대와 중앙에 중간난간대를 설치하는 기준이며, 3단은 상부난간대와 중간난간대 2개소 설치하는 기준이다. +③ 본 품은 난간 기둥, 상부난간대, 중간난간대 설치 및 해체 작업을 포함한다. +④ 발끝막이판 및 보호망의 설치 및 해체는 별도 계상한다. +⑤ 공구손료 및 경장비(전동드릴 등)의 기계경비는 인력품의 2%로 계상한다. + +### 2-8-12 계단난간대 설치 및 해체('20년 신설) + +(10개소당) + +| 구분 | 단위 | 브라켓형 | 앵커형 | +|---|---|---|---| +| 비계공 | 인 | 1.40 | 1.45 | + +[주] +① 본 품은 계단구간에 추락 등의 위험을 방지하기 위한 가설난간대를 설치 및 해체하는 기준이다. +② 난간대 규격은 길이 2.5m이하, 난간대 2단 기준이다. +③ 본 품은 난간 기둥, 상부난간대, 중간난간대 설치 및 해체 작업을 포함한다. +④ 발끝막이판 및 보호망의 설치 및 해체는 별도 계상한다. +⑤ 공구손료 및 경장비(전동드릴 등)의 기계경비는 인력품의 2%로 계상한다. + +### 2-8-13 안전난간대 설치 및 해체(토목)('21년 신설) + +(10m당) + +| 구분 | 단위 | 2단 | 3단 | +|---|---|---|---| +| 비계공 | 인 | 0.62 | 0.67 | +| 비고 | - 난간기둥 간격에 따라 본 품에 다음 요율을 적용한다. | | | + + +| 난간기둥 간격 | 1.0m이하 | 1.5m이하 | 1.5m초과 | +|---|---|---|---| +| 요율 | 110% | 100% | 90% | + + +[주] +① 본 품은 토공구간에 지주를 박아서 매설하는 가설난간대의 설치 및 해체 기준이다. +② 2단은 상부난간대와 중앙에 중간난간대를 설치하는 기준이며, 3단은 상부난간대와 중간난간대 2개소 설치하는 기준이다. +③ 본 품은 난간 기둥, 상부난간대, 중간난간대 설치 및 해체 작업을 포함한다. +④ 보호망의 설치 및 해체는 별도 계상한다. +⑤ 공구손료 및 경장비(전동드릴 등)의 기계경비는 인력품의 2%로 계상한다. + +### 2-8-14 엘리베이터 난간틀 설치 및 해체('20년 신설) + +(10개소당) + +| 구분 | 단위 | 수량 | +|---|---|---| +| 비계공 | 인 | 0.80 | + +[주] +① 본 품은 엘리베이터 개구부에 추락 등의 위험을 방지하기 위한 가설난간틀을 설치 및 해체하는 기준이다. +② 난간틀 규격은 높이 1.4m이하, 길이 1.3m이하를 기준한다. +③ 본 품은 난간틀 설치 및 해체 작업을 포함한다. + +### 2-8-15 엘리베이터 추락방호망 설치 및 해체('20년 신설) + +(10개소당) + +| 구분 | 단위 | 수량 | +|---|---|---| +| 비계공 | 인 | 1.50 | + +[주] +① 본 품은 엘리베이터 통로 내 추락 등의 위험을 방지하기 위한 수평방향의 방호망을 설치 및 해체하는 기준이다. +② 추락방호망 규격은 5~9㎡이하를 기준한다. +③ 본 품은 방호망 설치 및 해체 작업을 포함한다. +④ 공구손료 및 경장비(전동드릴 등)의 기계경비는 인력품의 2%로 계상한다. + +### 2-8-16 개구부 수평보호덮개 설치 및 해체('22년 신설) + +(개당) + +| 구분 | 단위 | 개당 면적 | | +|---|---|---|---| +| | | 1.0㎡이하 | 3.0㎡이하 | +| 비계공 | 인 | 0.05 | 0.07 | + + +[주] +본 품은 추락 등의 위험이 있는 수평개구부에 보호덮개를 설치 및 해체하는 기준이다. + +### 2-8-17 강재거푸집 작업용 난간 설치 및 해체('22년 신설) + +(10m당) + +| 구분 | 단위 | 수량 | +|---|---|---| +| 비계공 | 인 | 0.82 | + +[주] +① 본 품은 강재거푸집 상단에 작업자의 이동 및 작업을 위한 가설난간대를 설치 및 해체하는 기준이다. +② 난간은 상부난간대와 중앙에 중간난간대를 설치하는 2단난간 기준이다. +③ 본 품은 난간 기둥, 상부난간대, 중간난간대 발판 설치 및 해체 작업을 포함한다. +④ 발끝막이판 및 보호망의 설치 및 해체는 별도 계상한다. +⑤ 공구손료 및 경장비(전동드릴 등)의 기계경비는 인력품의 3%로 계상한다. + +### 2-8-18 수평지지로프 설치 및 해체('23년 신설) + +(m당) + +| 구분 | 단위 | 수량 | +|---|---|---| +| 비계공 | 인 | 0.02 | + +[주] +① 본 품은 고소작업 시 안전대를 걸기 위해 수평지지로프(구명줄)를 설치 및 해체하는 기준이다. +② 본 품은 브라켓 지주, 수평지지로프 설치 작업을 포함한다. From 2f049944ab8bab60b501a6a3f4a3619ba944decf Mon Sep 17 00:00:00 2001 From: umsangdon Date: Sat, 19 Sep 2026 02:34:25 +0900 Subject: [PATCH 02/35] =?UTF-8?q?knowledge(=ED=92=88=EC=85=88md):=20?= =?UTF-8?q?=EA=B1=B4=EC=84=A4=202-9=20=ED=86=B5=ED=96=89=EC=95=88=EC=A0=84?= =?UTF-8?q?=EC=8B=9C=EC=84=A4=20=EC=9E=91=EC=84=B1=20=E2=80=94=20=EB=8F=84?= =?UTF-8?q?=EA=B5=AC=20check=20=ED=86=B5=EA=B3=BC=20=C2=B7=20=EC=83=81?= =?UTF-8?q?=ED=83=9C=20=EA=B2=80=EC=A6=9D=EB=8C=80=EA=B8=B0?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit Co-Authored-By: Claude Opus 5 (1M context) Claude-Session: https://claude.ai/code/session_0145cr1DMC5Ft8fouQSXtp69 --- .../제02장_가설공사/2-09_통행안전시설.md | 168 +++++++++++++++++- 1 file changed, 165 insertions(+), 3 deletions(-) diff --git a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제02장_가설공사/2-09_통행안전시설.md b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제02장_가설공사/2-09_통행안전시설.md index 25c447c5..38b7c650 100644 --- a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제02장_가설공사/2-09_통행안전시설.md +++ b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제02장_가설공사/2-09_통행안전시설.md @@ -5,10 +5,172 @@ PDF쪽: 112~114 인쇄쪽: 56~58 시작표지: 2-9 통행안전시설 끝표지: 2-10 피해방지시설 -상태: 대기 -작성: +상태: 검증대기 +작성: sub_laptop_4 검증: 원천: 글자층 -기계검사: +기계검사: 통과 · ①수 결손 0 허구 0 · ②글자 빠짐 0 더함 0 확정지문: --- + +## 2-9 통행안전시설 + +### 2-9-1 타워크레인 방호울타리 설치 및 해체('20년 신설) + +(m당) + +| 구분 | 단위 | 수량 | +|---|---|---| +| 비계공 | 인 | 0.12 | + +[주] +① 본 품은 타워크레인 주위에 방호울타리를 설치 및 해체하는 기준이다. +② 본 품은 울타리 높이 2.0m 기준이다. +③ 본 품은 앵커구멍 뚫기, 울타리 및 출입문 조립설치･해체 작업을 포함한다. +④ 우수방지책을 설치 및 해체는 별도 계상한다. +⑤ 공구손료 및 경장비(전동드릴 등)의 기계경비는 인력품의 2%로 계상한다. + +### 2-9-2 건설용리프트 방호선반 설치 및 해체('23년 신설) + +(개소당) + +| 구분 | 단위 | 수량 | +|---|---|---| +| 비계공 | 인 | 0.95 | +| 보통인부 | 인 | 0.26 | + + +[주] +① 본 품은 건설용리프트(싱글 1.2ton) 주위에 방호선반을 설치 및 해체하는 기준이다. +② 본 품은 방호선반틀(파이프) 조립, 경사로 설치, 발판 및 난간대 설치 작업을 포함한다. +③ 공사안내판 및 보호망의 작업은 별도 계상한다. +④ 공구손료 및 경장비(전동드릴 등)의 기계경비는 인력품의 2%로 계상한다. + +### 2-9-3 보행자 안전통로 설치 및 해체('21년 신설) + +(통로길이 m당) + +| 구분 | 단위 | 수량 | +|---|---|---| +| 비계공 | 인 | 0.20 | + +[주] +① 본 품은 강관파이프 및 발판을 조립하여 설치하는 보행자 안전통로의 설치 및 해체 기준이다. +② 본 품은 높이 3.0m이하, 폭 2.0m 기준이다. +③ 본 품은 통로틀, 바닥판 및 천장판, 보호망의 설치 및 해체 작업을 포함한다. +④ 안내판은 별도 계상한다. +⑤ 공구손료 및 경장비(전동드릴 등)의 기계경비는 인력품의 2%로 계상한다. + +### 2-9-4 PE드럼 설치 및 해체('22년 신설) + +(개당) + +| 구분 | 단위 | 수량 | +|---|---|---| +| 특별인부 | 인 | 0.06 | + +[주] +① 본 품은 가설 PE드럼을 설치 및 해체하는 기준이다. +② 본 품은 PE드럼 설치, 모래주머니 만들기, PE드럼 해체 작업을 포함한다. + +### 2-9-5 PE가설방호벽 설치 및 해체('22년 신설) + +(개당) + +| 구분 | 규격 | 단위 | 수량 | +|---|---|---|---| +| 특별인부 | | 인 | 0.09 | +| 살수차 | 1,800ℓ | hr | 0.03 | + +[주] +① 본 품은 가설 PE방호벽을 설치 및 해체하는 기준이다. +② 본 품은 PE방호벽 설치 및 해체, 물충전 작업을 포함한다. + +### 2-9-6 PC가설방호벽 설치 및 해체('22년 신설) + +(개당) + +| 구분 | 규격 | 단위 | 수량 | +|---|---|---|---| +| 특별인부 | | 인 | 0.12 | +| 크레인 | 5ton | hr | 0.21 | + +[주] +① 본 품은 가설 PC방호벽을 설치 및 해체하는 기준이다. +② 본 품은 PC방호벽 설치 및 결속, 해체 작업을 포함한다. +③ 도색은 필요한 경우 별도 계상한다. + +### 2-9-7 가설휀스(H-Beam기초) 설치 및 해체('22년 신설) + +(m당) + +| 구분 | 규격 | 단위 | 수량 | +|---|---|---|---| +| 특별인부 | | 인 | 0.01 | +| 크레인 | 5ton | hr | 0.02 | + +[주] +① 본 품은 H-Beam을 기초로 제작된 가설휀스를 설치 및 해체하는 기준이다. +② 본 품은 가설휀스 설치 및 해체 작업을 포함한다. +③ 가설휀스 제작은 별도 계상한다. + +### 2-9-8 PE가설휀스 설치 및 해체('23년 신설) + +(개당) + +| 구분 | 단위 | 수량 | +|---|---|---| +| 특별인부 | 인 | 0.02 | + +[주] +① 본 품은 PE가설휀스(L1.5xH0.9m)를 설치 및 해체하는 기준이다. +② 본 품은 휀스 조립 및 설치, 하부 보강(강관파이프, 모래주머니) 작업을 포함한다. + +### 2-9-9 가림막 가설휀스 설치 및 해체('23년 신설) + +(개당) + +| 구분 | 단위 | 수량 | +|---|---|---| +| 특별인부 | 인 | 0.04 | + +[주] +① 본 품은 가림막 가설휀스(L2.0xH1.2~1.8m)를 설치 및 해체하는 기준이다. +② 본 품은 블록 고정, 휀스 및 지지대 설치 작업을 포함한다. + +### 2-9-10 점멸등 설치 및 해체('23년 신설) + +(개당) + +| 구분 | 단위 | 수량 | +|---|---|---| +| 특별인부 | 인 | 0.01 | + +[주] +본 품은 점멸등(델리네이터)을 설치 및 해체하는 기준이다. + +### 2-9-11 유도등 설치 및 해체('23년 신설) + +(m당) + +| 구분 | 단위 | 수량 | +|---|---|---| +| 특별인부 | 인 | 0.01 | + +[주] +본 품은 유도등(윙카호스)을 설치 및 해체하는 기준이다. + +### 2-9-12 사각지대 충돌방지장치 설치 및 해체('25년 신설) + +(개당) + +| 구분 | 단위 | 수량 | +|---|---|---| +| 중급기술자 | 인 | 0.25 | +| 특별인부 | 인 | 0.25 | + + +[주] +① 본 품은 굴착기 사각지대 충돌방지장치를 설치 및 해체하는 기준이다. +② 본 품은 카메라 장착, 모니터 타공 및 고정, 통신라인 연결 및 조정, 작동 상태 확인 작업을 포함한다. +③ 공구손료 및 경장비(전동드릴 등)의 기계경비는 인력품의 1%로 계상한다. From 04f4bbdba2621f7e973cf0a057431190bfb1b691 Mon Sep 17 00:00:00 2001 From: umsangdon Date: Sat, 19 Sep 2026 02:35:22 +0900 Subject: [PATCH 03/35] =?UTF-8?q?knowledge(=ED=92=88=EC=85=88md):=20?= =?UTF-8?q?=EA=B1=B4=EC=84=A4=202-10=20=ED=94=BC=ED=95=B4=EB=B0=A9?= =?UTF-8?q?=EC=A7=80=EC=8B=9C=EC=84=A4=20=EC=9E=91=EC=84=B1=20=E2=80=94=20?= =?UTF-8?q?=EB=8F=84=EA=B5=AC=20check=20=ED=86=B5=EA=B3=BC=20=C2=B7=20?= =?UTF-8?q?=EC=83=81=ED=83=9C=20=EA=B2=80=EC=A6=9D=EB=8C=80=EA=B8=B0?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit Co-Authored-By: Claude Opus 5 (1M context) Claude-Session: https://claude.ai/code/session_0145cr1DMC5Ft8fouQSXtp69 --- .../제02장_가설공사/2-10_피해방지시설.md | 138 +++++++++++++++++- 1 file changed, 135 insertions(+), 3 deletions(-) diff --git a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제02장_가설공사/2-10_피해방지시설.md b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제02장_가설공사/2-10_피해방지시설.md index 7344cd82..34372036 100644 --- a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제02장_가설공사/2-10_피해방지시설.md +++ b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제02장_가설공사/2-10_피해방지시설.md @@ -5,10 +5,142 @@ PDF쪽: 115~117 인쇄쪽: 59~61 시작표지: 2-10 피해방지시설 끝표지: 2-11 현장관리 -상태: 대기 -작성: +상태: 검증대기 +작성: sub_laptop_4 검증: 원천: 글자층 -기계검사: +기계검사: 통과 · ①수 결손 0 허구 0 · ②글자 빠짐 0 더함 0 확정지문: --- + +## 2-10 피해방지시설 + +### 2-10-1 비계주위 보호막 설치 및 해체('09, '17년 보완) + +(10㎡당) + +| 구분 | 단위 | 수량 | +|---|---|---| +| 비계공 | 인 | 0.20 | + +[주] +① 본 품은 시공안전, 미관, 외부차단 등을 목적으로 비계에 설치하는 보호막 설치 및 해체 작업 기준이다. +② 재료량은 다음을 참고하며, 설치에 필요한 부속재료는 별도 계상한다. + +(㎡당) + +| 구분 | 단위 | 수량 | +|---|---|---| +| 보호막 | ㎡ | 1.05 | + +※ 위 재료량은 할증이 포함되어 있으며, 보호막의 손율은 1회사용 후 100%로 한다. + +### 2-10-2 방진망 설치 및 해체('17년 보완) + +(10㎡당) + +| 구분 | 단위 | 수량 | +|---|---|---| +| 비계공 | 인 | 0.16 | + +[주] +① 본 품은 가설울타리 및 가설방음벽 상부에 설치하는 그물망 설치 및 해체 작업 기준이다. +② 비계 등의 가시설이 필요한 경우는 별도 계상한다. +③ 재료량은 다음을 참고한다. + +(㎡당) + +| 구분 | 단위 | 수량 | +|---|---|---| +| 방진망 | ㎡ | 1.06 | +| 철선 | ㎏ | 0.115 | + + +※ 위 재료량은 할증이 포함되어 있으며, 방진망의 손율은 1회사용 후 100%로 한다. + +### 2-10-3 터널방음문 설치 및 해체('19년 신설) + +(개소당) + +| 구분 | 규격 | 단위 | 수량 | | +|---|---|---|---|---| +| | | | 설치 | 해체 | +| 철공 | | 인 | 2.81 | 2.53 | +| 용접공 | | 인 | 1.13 | - | +| 보통인부 | | 인 | 1.13 | 1.02 | +| 크레인 | 50ton | hr | 8.0 | 5.6 | +| 크레인 | 10ton | hr | 8.0 | 5.6 | + + +[주] +① 본 품은 제작된 터널방음문(3차로 이하)을 부위별로 반입하여 현장에서 조립설치･해체하는 기준이다. +② 앵커 구멍뚫기, 방음문 조립 및 해체, 보강(용접) 작업을 포함한다. +③ 기초 콘크리트, 환기설비에 대한 재료 및 품은 별도 계상한다. +④ 공구손료 및 경장비(용접기 등)의 기계경비는 인력품의 2%로 계상한다. + +### 2-10-4 박스형 간이흙막이 설치 및 해체('22년 신설) + +(개당) + +| 구분 | 규격 | 단위 | 설치깊이 | | +|---|---|---|---|---| +| | | | H=3.0m이하 | 4.0m이하 | +| 특별인부 | | 인 | 0.17 | 0.24 | +| 보통인부 | | 인 | 0.06 | 0.09 | +| 크레인 | 10ton | hr | 0.26 | 0.44 | + + +[주] +① 본 품은 버팀대(연결대) 및 판넬이 Box형태로 조립된 상태의 간이흙막이를 설치 및 해체하는 기준이다. +② 간이흙막이(판넬)의 개당 길이는 3.0m 이하, 폭은 2.0m이하 기준이다. +③ 가설흙막이 설치를 위한 터파기 및 뒤채우기 등의 토공작업은 별도 계상한다. + +### 2-10-5 조립식 간이흙막이 설치 및 해체('22년 신설) + +(m당) + +| 구분 | 규격 | 단위 | 설치깊이 | | | | +|---|---|---|---|---|---|---| +| | | | H=3.0m이하 | H=4.0m이하 | H=5.0m이하 | H=6.0m이하 | +| 특별인부 | | 인 | 0.19 | 0.28 | 0.40 | 0.57 | +| 보통인부 | | 인 | 0.07 | 0.10 | 0.15 | 0.22 | +| 크레인 | 10ton | hr | 0.46 | 0.90 | 1.48 | 2.20 | + + +[주] +① 본 품은 간이흙막이를 조립하면서 설치 및 해체하는 기준이다. +② 본 품은 기둥(레일), 버팀대(연결대), 판넬의 조립, 설치 및 해체를 포함한다. +③ 가설흙막이 설치를 위한 터파기 및 뒤채우기 등의 토공작업은 별도 계상한다. + +### 2-10-6 비탈면 보양('23년 신설) + +(㎡당) + +| 구분 | 단위 | 수량 | +|---|---|---| +| 특별인부 | 인 | 0.02 | +| 보통인부 | 인 | 0.01 | + + +[주] +① 본 품은 비탈면의 토사유출 등 방지하기 위해 보양재(천막 등)를 설치 및 해체하는 기준이다. +② 본 품은 보양재 설치, P.P마대 만들기 및 설치 작업을 포함한다. + +### 2-10-7 암파쇄 방호시설 설치 및 해체('26년 신설) + +(일당) + +| 구분 | 단위 | 수량 | 설치높이 | 시공량(m) | | +|---|---|---|---|---|---| +| | | | | 설치 | 해체 | +| 철골공 | 인 | 3 | 5.0m이하 | 13 | 31 | +| 보통인부 | 인 | 1 | 7.0m이하 | 12 | 29 | +| 크레인 | 대 | 1 | 9.0m이하 | 10 | 25 | + + +[주] +① 본 품은 H파일을 사용한 절토부 암파쇄 방호벽(간격 2m)의 설치 및 해체 기준이다. +② 본 품은 방호시설틀(수평재, X-Bracing 등), 강재토류판 설치 및 해체 작업을 포함한다. +③ 천공 및 지주근입, 콘크리트 타설 및 깨기 작업은 별도 계상한다. +④ 장비(크레인)의 규격은 작업여건(시공높이, 시공위치 등) 및 안전율(적정하중, 작업반경 등)을 고려하여 적합한 규격을 적용한다. +⑤ 공구손료 및 경장비(용접기, 드릴 등)의 기계경비는 인력품의 3%로 계상한다. From bcdb03e8d6115b0cc8d63510749a2ebe6eb8a2ae Mon Sep 17 00:00:00 2001 From: umsangdon Date: Sat, 19 Sep 2026 02:36:12 +0900 Subject: [PATCH 04/35] =?UTF-8?q?knowledge(=ED=92=88=EC=85=88md):=20?= =?UTF-8?q?=EA=B1=B4=EC=84=A4=202-11=20=ED=98=84=EC=9E=A5=EA=B4=80?= =?UTF-8?q?=EB=A6=AC=20=EC=9E=91=EC=84=B1=20=E2=80=94=20=EB=8F=84=EA=B5=AC?= =?UTF-8?q?=20check=20=ED=86=B5=EA=B3=BC=20=C2=B7=20=EC=83=81=ED=83=9C=20?= =?UTF-8?q?=EA=B2=80=EC=A6=9D=EB=8C=80=EA=B8=B0?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit Co-Authored-By: Claude Opus 5 (1M context) Claude-Session: https://claude.ai/code/session_0145cr1DMC5Ft8fouQSXtp69 --- .../제02장_가설공사/2-11_현장관리.md | 161 +++++++++++++++++- 1 file changed, 158 insertions(+), 3 deletions(-) diff --git a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제02장_가설공사/2-11_현장관리.md b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제02장_가설공사/2-11_현장관리.md index 6f2213f8..8346f287 100644 --- a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제02장_가설공사/2-11_현장관리.md +++ b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제02장_가설공사/2-11_현장관리.md @@ -5,10 +5,165 @@ PDF쪽: 117~119 인쇄쪽: 61~63 시작표지: 2-11 현장관리 끝표지: 2-12 공통장비 -상태: 대기 -작성: +상태: 검증대기 +작성: sub_laptop_4 검증: 원천: 글자층 -기계검사: +기계검사: 통과 · ①수 결손 0 허구 0 · ②글자 빠짐 0 더함 0 확정지문: --- + +## 2-11 현장관리 + +### 2-11-1 건축물보양('23년 보완) + +(보양면적 ㎡당) + +| 구분 | 단위 | 부직포 깔기 | 보양지 붙이기 | 목재 붙이기 | +|---|---|---|---|---| +| 건축목공 | 인 | - | - | 0.03 | +| 보통인부 | 인 | 0.003 | 0.01 | - | + + +[주] +① 본 품은 시공부위의 파손 및 오염을 방지하기 위하여 보양재를 설치 및 철거하는 기준이다. +② 부직포 깔기는 보양재를 바닥에 깔기하는 작업 기준이다. +③ 보양지 붙이기는 천막지 및 골판지 등 보양지를 절단하여 테이프로 붙이는 작업 기준이다. +④ 목재 붙이기는 판재·각재로 주위를 보호하는 기준이다. +⑤ 보양재는 신품을 기준하며, 재료의 손율은 100%를 적용한다. +⑥ 재료량은 다음을 참고하여 적용한다. + +| 구분 | | 단위 | 수량 | +|---|---|---|---| +| 부직포 깔기 | 부직포 | ㎡ | 1.10 | +| 보양지 붙이기 | 하드롱지 | ㎡ | 1.20 | +| | 풀 | kg | 0.06 | +| 목재 붙이기 | 목재 | ㎥ | 0.007 | +| | 못 | kg | 0.02 | + + +### 2-11-2 건축물 현장정리('23년 보완) + +(연면적 ㎡) + +| 구분 | 단위 | 철근콘크리트조·
철골·철근콘크리트조 | 목조·철골조·조적조 | +|---|---|---|---| +| 보통인부 | 인 | 0.13 | 0.05 | + +[주] +① 본 품은 공사 중 옥·내외를 청소하는 기준이다. +② 재료량(청소용 소모품 등)은 별도 계상한다. + +### 2-11-3 준공청소('23년 신설) + +(연면적 ㎡) + +| 구분 | 단위 | 수량 | +|---|---|---| +| 보통인부 | 인 | 0.02 | + +[주] +① 본 품은 준공 시 시공으로 인한 오염물질을 제거하고 청소하는 기준이다. +② 본 품은 보양지 제거, 옥내·외 청소(마감재, 창호, 유리 등) 및 뒷정리 작업을 포함한다. +③ 재료량(청소용 소모품 등)은 별도 계상한다. + +### 2-11-4 입주청소('23년 신설) + +(바닥면적 ㎡) + +| 구분 | 단위 | 수량 | +|---|---|---| +| 보통인부 | 인 | 0.03 | + +[주] +① 본 품은 입주 시 실내를 청소하는 기준이다. +② 본 품은 마감재, 창호, 유리 등 청소 및 뒷정리 작업을 포함한다. +③ 재료량(청소용 소모품 등)은 별도 계상한다. + +### 2-11-5 비산먼지 발생 억제를 위한 살수('02년 신설, '09년 보완) + +(100㎡당) + +| 구분 | 규격 | 단위 | 수량 | +|---|---|---|---| +| 물탱크(살수차) | 16,000ℓ | 시간 | 0.008 | + +[주] +① 본 품은 공사현장의 비산먼지 발생억제를 위하여 물탱크(살수차)로 살수하는 품이다. +② 본 품의 살수두께는 1.5㎜/회를 기준한 것이며, 살수폭은 4.0m를 기준한 것이다. +③ 본 품은 1회당의 살수작업을 기준한 것이므로, 살수면적은 살수횟수를 감안하여 산출해야 하며, 살수횟수는 현장여건을 고려하여 정한다. + +> <살수면적 계산 예> +> ◦ 폭이 6m이고 길이가 l00m인 부지를 1일 5회 살수하며, 살수 일수가 10일인 경우 +> \- 살수면적 = 6m × 100m × 5회/일 × 10일 = 30,000㎡ + + +④ 살수에 필요한 물을 현장에서 구득하기 어려워 급수시설을 설치하거나 상수도 등을 이용해야 할 경우에는 그 비용을 별도 계상한다. + +### 2-11-6 자동세륜기 설치 및 해체('09, '12, '19년 보완) + +(회당) + +| 구분 | 규격 | 단위 | 수량 | | +|---|---|---|---|---| +| | | | 설치 | 해체 | +| 특별인부 | | 인 | 1.59 | 2.44 | +| 크레인 | 10ton | hr | 2.60 | 3.30 | + + +[주] +① 본 품은 자동세륜기(8롤, 10롤)를 설치 및 철거하는 기준이다. +② 설치는 수조함 설치, 세륜기 설치, 슬러지함 설치 작업을 포함한다. +③ 해체는 슬러지 청소, 퇴수, 슬러지함 철거, 세륜기 철거, 수조함 철거 작업을 포함한다. +④ 터파기, 골재포설, 콘크리트 타설 및 깨기 작업은 별도 계상한다. +⑤ 자동세륜기 가동을 위한 전기배선 및 급수 등에 소요되는 재료 및 품은 별도 계상한다. +⑥ 공구손료 및 경장비(살수장비, 양수기 등)의 기계경비는 인력품의 2%로 계상한다. + +### 2-11-7 슬러지 제거('19년 신설) + +(회당) + +| 구분 | 규격 | 단위 | 수량 | +|---|---|---|---| +| 특별인부 | | 인 | 0.63 | +| 굴착기 | 0.2㎥ | hr | 1.00 | + +[주] +① 본 품은 자동세륜기(슬러지함 2.0×1.2×1.2m) 슬러지를 제거하는 기준이다. +② 세륜기 세척, 슬러지 제거, 공급수 교체 작업을 포함한다. +③ 공구손료 및 경장비(살수장비, 양수기 등)의 기계경비는 인력품의 7%로 계상한다. + +### 2-11-8 지능형 CCTV 설치 및 해체('24년 신설) + +(개당) + +| 구분 | 규격 | 단위 | 수량 | | +|---|---|---|---|---| +| | | | 지상 또는 건물 설치 | 타워크레인 설치 | +| S/W 시험사 | 설치 | 인 | 0.2 | 0.5 | +| 중급기술자 | 설치, 해체 | 인 | 0.5 | 1.0 | +| 특별인부 | 설치 | 인 | 0.2 | 0.5 | + + +[주] +① 본 품은 건설현장 내 IT기반 지능형 CCTV(고정형)를 설치 및 해체하는 기준이다. +② 본 품은 CCTV설치 및 결선, 유무선연결, 시운전 및 교정을 포함하며 라인포설, 고정대(용접) 또는 폴대설치 등은 제외한다. +③ 브라켓 및 고정대 등 용접 작업, 고소작업차 등은 필요 시 별도 계상한다. +④ 공구손료 및 경장비(전동드릴 등)의 기계경비는 인력품의 1%로 계상한다. + +### 2-11-9 지능형 출입관리 설치 및 해체('24년 신설) + +(개당) + +| 구분 | 규격 | 단위 | 수량 | +|---|---|---|---| +| S/W 시험사 | 설치 | 인 | 1.0 | +| 중급기술자 | 설치, 해체 | 인 | 2.0 | +| 특별인부 | 설치 | 인 | 1.0 | + + +[주] +① 본 품은 지능형 출입관리시스템 중 턴게이트방식 및 안면인식 장비를 설치 및 해체하는 기준이다. +② 본 품은 턴게이트 및 안면인식장비 설치 및 결선, 소프트웨어 설치 및 통신연결, 시운전 및 교정, 해체 작업을 포함하며, 라인포설 작업은 제외한다. +③ 용접 작업은 필요 시 별도 계상한다. +④ 공구손료 및 경장비(전동드릴 등)의 기계경비는 인력품의 1%로 계상한다. From ccc13728d4e148b36cacaf46a36bef1a1a224068 Mon Sep 17 00:00:00 2001 From: umsangdon Date: Sat, 19 Sep 2026 02:37:19 +0900 Subject: [PATCH 05/35] =?UTF-8?q?knowledge(=ED=92=88=EC=85=88md):=20?= =?UTF-8?q?=EA=B1=B4=EC=84=A4=202-12=20=EA=B3=B5=ED=86=B5=EC=9E=A5?= =?UTF-8?q?=EB=B9=84=20=EC=9E=91=EC=84=B1=20=E2=80=94=20=EB=8F=84=EA=B5=AC?= =?UTF-8?q?=20check=20=ED=86=B5=EA=B3=BC=20=C2=B7=20=EC=83=81=ED=83=9C=20?= =?UTF-8?q?=EA=B2=80=EC=A6=9D=EB=8C=80=EA=B8=B0?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit Co-Authored-By: Claude Opus 5 (1M context) Claude-Session: https://claude.ai/code/session_0145cr1DMC5Ft8fouQSXtp69 --- .../제02장_가설공사/2-12_공통장비.md | 148 +++++++++++++++++- 1 file changed, 145 insertions(+), 3 deletions(-) diff --git a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제02장_가설공사/2-12_공통장비.md b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제02장_가설공사/2-12_공통장비.md index d8a19e2a..8e90e2ee 100644 --- a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제02장_가설공사/2-12_공통장비.md +++ b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제02장_가설공사/2-12_공통장비.md @@ -5,10 +5,152 @@ PDF쪽: 120~122 인쇄쪽: 64~66 시작표지: 2-12 공통장비 끝표지: 제3장 토공사 -상태: 대기 -작성: +상태: 검증대기 +작성: sub_laptop_4 검증: 원천: 글자층 -기계검사: +기계검사: 통과 · ①수 결손 0 허구 0 · ②글자 빠짐 0 더함 0 확정지문: --- + +## 2-12 공통장비 + +### 2-12-1 건설용리프트 설치 및 해체('09, '23년 보완) + +(대당) + +| 구분 | 규격 | 단위 | 수량 | +|---|---|---|---| +| 기계설비공 | - | 인 | 1.31 | +| 비계공 | - | 인 | 2.04 | +| 보통인부 | - | 인 | 0.87 | +| 지게차 | 5ton | hr | 1.95 | + + +[주] +① 본 품은 건설용리프트(싱글 1.2ton)를 설치 및 해체하는 기준이다. +② 본 품은 운반구 설치, 구동장치 및 제어판 조립, 작동시험을 포함한다. +③ 기초콘크리트 및 전기 인입공사는 별도 계상한다. +④ 낙하물 방지를 위한 방호선반은 ‘[공통부문] 2-9-2 건설용리프트 방호선반 설치 및 해체’를 따른다. +⑤ 지게차의 진입이 불가능 한 경우 크레인 등 장비를 변경할 수 있다. +⑥ 공구손료 및 경장비(윈치 등)의 기계경비는 인력품이 3%로 계상한다. + + +### 2-12-2 마스트 설치 및 해체('23년 신설) + +(층당) + +| 구분 | 단위 | 수량 | +|---|---|---| +| 비계공 | 인 | 0.80 | +| 보통인부 | 인 | 0.27 | + + +[주] +① 본 품은 건설용리프트(싱글 1.2ton)의 마스트를 설치 및 해체하는 기준이다. +② 본 품은 마스트 설치, 층간 출입구 및 작동센서 설치와 해체 작업을 포함한다. +③ 높이에 따라 다음 할증률에 의한 품을 가산할 수 있으며 19층 이상은 매 3층 증가마다 4%씩 가산한다. + +| 지하층 및
1∼3층 | 4∼6층 | 7∼9층 | 10∼12층 | 13∼15층 | 16∼18층 | +|---|---|---|---|---|---| +| 0 | 5% | 8% | 12% | 16% | 20% | + +※ 외벽에서 층의 구분을 할 수 없을 때에는 층고를 3.6m로 기준하여 층수를 환산 적용한다. +④ 공구손료 및 경장비(윈치 등)의 기계경비는 인력품의 3%로 계상한다. + +### 2-12-3 축중계 설치 및 해체('09년 신설, '10년 보완) + +(회당) + +| 구분 | 단위 | 수량 | +|---|---|---| +| 특별인부 | 인 | 0.051 | + +[주] +본 품은 이동식 축중계 및 계측기의 조립･설치･해체 기준이다. + +### 2-12-4 파이프 루프공('92년 신설) + +#### 1. 장비 조립해체('09년 보완) + +(회당) + +| 구분 | 명칭 | 규격 | 단위 | 수량 | 비고 | +|---|---|---|---|---|---| +| 편성인원 | 일반기계운전사 | | 인 | 1 | 파이프추진기 | +| | 기계설비공 | | 〃 | 1 | | +| | 보통인부 | | 〃 | 2 | | +| 편성장비 | 크레인(타이어) | 20톤 | 대 | 1 | | +| 소요일수 | 조립 | | 일 | 3 | | +| | 해체 | | 일 | 2 | | + + +#### 2. 작업편성인원 + +(일당) + +| 명칭 | 단위 | 추진관경 | | | +|---|---|---|---|---| +| | | 300∼600㎜ | 700∼900㎜ | 1,000∼1,200㎜ | +| 중급기술자 | 인 | 1 | 1 | 1 | +| 특별인부 | 인 | 2 | 2 | 2 | +| 보통인부 | 인 | 1 | 1 | 2 | +| 용접공 | 인 | 2 | 2 | 2 | + + +#### 3. 작업편성장비 + +(일당) + +| 장비명 | 규격 | 단위 | 수량 | 비고 | +|---|---|---|---|---| +| 파이프추진기 | 140∼300ton | 대 | 1 | 강관추진 | +| 크레인(타이어) | 20ton | 대 | 1 | 강관거치, 오거연결 운반 | +| 발전기 | 50㎾ | 대 | 1 | | +| 용접기 | 200AMP | 대 | 2 | 강관 및 기타용접 | + + +#### 4. 작업능력 + +(m/일) + +| 토질별 | 관경(㎜) | 추진장 | | | | | +|---|---|---|---|---|---|---| +| | | 0∼10m | 0∼20m | 0∼30m | 0∼40m | 0∼50m | +| 점토･실트 | 300∼500 | 13 | 12 | 11 | 10.5 | 10 | +| | 600∼700 | 10.5 | 10 | 8.5 | 8 | 8 | +| | 800∼1,000 | 7.5 | 7 | 6.5 | 6 | 6 | +| | 1,100∼1,200 | 6.5 | 6 | 5 | 4.5 | 4.5 | +| 사질토 | 300∼500 | 11.5 | 10.5 | 9.5 | 9 | 9 | +| | 600∼700 | 9 | 8.5 | 7.5 | 7 | 7 | +| | 800∼1,000 | 6.5 | 6 | 5.5 | 5 | 5 | +| | 1,100∼1,200 | 5.5 | 5 | 4.5 | 4 | 4 | + +| 자갈모래층
풍화암 | 300∼500 | 8.5 | 7.5 | 7 | 6.5 | 6.5 | +| | 600∼700 | 6.5 | 6 | 5.5 | 5 | 5 | +| | 800∼1,000 | 4.5 | 4 | 4 | 4 | 3.5 | +| | 1,100∼1,200 | 4 | 3.5 | 3 | 3 | 3 | +| 호박돌 섞인
자갈모래층 | 300∼500 | - | - | - | - | - | +| | 600∼700 | 5 | 4.5 | 4 | 4 | 4 | +| | 800∼1,000 | 3.5 | 3 | 3 | 3 | 3 | +| | 1,100∼1,200 | 3 | 2.5 | 2.5 | 2.5 | 2.5 | + + +#### 5. 기계이동 설치 + +(회당) + +| 이동구분 | 이동용 장비 | 소요시간(분) | 비고 | +|---|---|---|---| +| 수평이동 | 크레인(20ton) | 90 | | +| 수직이동 | 크레인(20ton) | 120 | | +| | 잭 | 180 | | +| 경사이동 | 크레인(20ton) | 150 | | +| | 잭 | 240 | | + + +[주] +① 강관의 용접품은 포함되어 있으며 재료비는 별도 계상한다. +② 추진기의 이동설치에 필요한 인원편성은 강관추진공과 같다. +③ 강관SET, 추진, 오거인발 및 오거스크류의 소운반을 포함한다. +④ 본 품은 강관장 6.0m를 기준한 것이다. From 1ef0c9204d240269f21cc94549930ae225368964 Mon Sep 17 00:00:00 2001 From: umsangdon Date: Sat, 19 Sep 2026 02:37:40 +0900 Subject: [PATCH 06/35] =?UTF-8?q?knowledge(=ED=92=88=EC=85=88md):=20?= =?UTF-8?q?=EA=B1=B4=EC=84=A4=20=EA=B3=B5=ED=86=B5=206-4=20=ED=8F=AC?= =?UTF-8?q?=EC=8A=A4=ED=8A=B8=ED=85=90=EC=85=98(Post=20Tension)=20?= =?UTF-8?q?=EA=B5=AC=EC=A1=B0=EB=AC=BC=20=EC=A0=9C=EC=9E=91=20=EC=9E=91?= =?UTF-8?q?=EC=84=B1?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit - PDF 200~205쪽(인쇄 144~149쪽) · 6-4-1 PSC빔 제작 · 6-4-2 PSC BOX 설치 - 흐름도 그림 둘은 pic/6-04_1·2.png · 그림 안 글자는 주석으로 받아씀(글자층에 없음) - pum_md_tool check 통과 · ①수 결손 0 허구 0 · ②글자 빠짐 0 더함 0 Co-Authored-By: Claude Opus 5 (1M context) Claude-Session: https://claude.ai/code/session_016WRFJmmhPi4exAzHgPZHMT --- ...04_포스트텐션(Post_Tension)_구조물_제작.md | 246 +++++++++++++++++- .../제06장_철근콘크리트공사/pic/6-04_1.png | Bin 0 -> 144654 bytes .../제06장_철근콘크리트공사/pic/6-04_2.png | Bin 0 -> 148678 bytes 3 files changed, 243 insertions(+), 3 deletions(-) create mode 100644 resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제06장_철근콘크리트공사/pic/6-04_1.png create mode 100644 resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제06장_철근콘크리트공사/pic/6-04_2.png diff --git a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제06장_철근콘크리트공사/6-04_포스트텐션(Post_Tension)_구조물_제작.md b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제06장_철근콘크리트공사/6-04_포스트텐션(Post_Tension)_구조물_제작.md index 027fa8cc..73859dfa 100644 --- a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제06장_철근콘크리트공사/6-04_포스트텐션(Post_Tension)_구조물_제작.md +++ b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제06장_철근콘크리트공사/6-04_포스트텐션(Post_Tension)_구조물_제작.md @@ -5,10 +5,250 @@ PDF쪽: 200~205 인쇄쪽: 144~149 시작표지: 6-4 포스트텐션(Post Tension) 구조물 제작 끝표지: 6-5 교량 가설공 -상태: 대기 -작성: +상태: 검증대기 +작성: sub_laptop_3 검증: 원천: 글자층 -기계검사: +기계검사: 통과 · ①수 결손 0 허구 0 · ②글자 빠짐 0 더함 0 확정지문: --- + +## 6-4 포스트텐션(Post Tension) 구조물 제작 + +### 6-4-1 PSC빔 제작('16, '21, '25년 보완) + +#### 1. 적용범위 + +① 본 품은 PSC빔제작 시 필요한 포스트텐션(Post Tension) 시공에 적용한다. +② 본 품은 제작대 설치 및 해체, 쉬즈관, 정착구, 강연선 설치, 인장 및 그라우팅 작업을 포함하며, 적용범위는 다음과 같다. + +![PSC빔 제작 작업 흐름도 — 품 적용 범위](pic/6-04_1.png) + + +#### 2. PSC빔 제작대 설치 + +(일당) + +| 구분 | 규격 | 단위 | 수량 | 시공량(m) | +|---|---|---|---|---| +| 형틀목공 | | 인 | 2 | 45 | +| 보통인부 | | 인 | 1 | | +| 굴착기 | 0.6㎥ | 대 | 1 | | +| 지게차 | 2.5ton | 대 | 1 | | + + +[주] +① 본 품은 PSC빔을 제작하기 위한 제작대 설치작업 기준이다. +② 빔 제작장의 지반 조건이 불량하여 콘크리트 타설 등의 기초공사가 필요한 경우는 별도 계상한다. +③ 재료량 및 자재량은 설계수량을 적용한다. + +#### 3. 쉬즈관 설치 + +(일당) + +| 구분 | 단위 | 수량 | 시공량(m) | +|---|---|---|---| +| 철근공 | 인 | 2 | 90 | +| 보통인부 | 인 | 1 | | + + +[주] +① 본 품은 PSC빔 쉬즈관(∅85㎜ 이하)을 철근에 연결하여 설치하는 기준이다. +② 본 품은 절단 및 조립, 쉬즈 보호호스 삽입 및 제거작업이 포함되어 있다. +③ 공구손료 및 경장비(절단기 등)의 기계경비는 인력품의 2%로 계상한다. +④ 잡재료 및 소모재료(결속선, 쉬즈 보호호스 등)는 주재료비의 5%로 계상한다. + +#### 4. 정착구 설치 + +(일당) + +| 구분 | 단위 | 수량 | 시공량(개) | +|---|---|---|---| +| 형틀목공 | 인 | 1 | 12 | +| 보통인부 | 인 | 1 | | + + +[주] +① 본 품은 PSC빔의 정착구(연결 쉬즈관규격 ∅85㎜ 이하)를 설치하는 기준이다. +② 본 품은 정착구 고정 및 설치작업이 포함된 것이다. +③ 정착구 보강철근의 시공은 ‘[공통부문] 6-2-2 현장가공, 6-2-3 현장조립’을 따른다. +④ 공구손료 및 경장비(드릴 등)의 기계경비는 인력품의 5%로 계상한다. + +#### 5. 강연선 설치 + +(일당) + +| 구분 | 단위 | 수량 | 시공량(강연선 규격, ton) | | +|---|---|---|---|---| +| | | | ∅ 12.7㎜ | ∅ 15.2㎜ | +| 기계설비공 | 인 | 1 | 5.0 | 6.0 | +| 철근공 | 인 | 3 | | | +| 보통인부 | 인 | 1 | | | + + +[주] +① 본 품은 쉬즈관 내부에 강연선을 삽입하여 설치하는 기준이다. +② 본 품은 강연선 삽입, 절단작업이 포함되어 있다. +③ 공구손료 및 경장비(강연선삽입기, 절단기 등)의 기계경비는 인력품의 9%로 계상한다. + +#### 6. 인장 + +(일당) + +| 구분 | | 규격 | 단위 | 수량 | 수량(강연선 규격, 개소) | | +|---|---|---|---|---|---|---| +| | | | | | ∅ 12.7㎜ | ∅ 15.2㎜ | +| 인력 | 기계설비공 | | 인 | 1 | 22 | 20 | +| | 특별인부 | | 인 | 3 | | | +| | 보통인부 | | 인 | 1 | | | +| 장비 | 강연선인장기 | 250t | 대 | 1 | | | +| | 크레인 | 5ton | 대 | 1 | | | + + +[주] +① 본 품은 강연선의 양측면 인장작업 기준이다. +② 본 품은 앵커헤드 및 웨지설치, 인장작업 및 절단작업이 포함되어 있다. +③ 강연선 인장기의 규격은 소요 긴장력을 고려하여 변경할 수 있다. +④ 공구손료 및 경장비(절단기 등)의 기계경비는 인력품의 5%로 계상한다. + +#### 7. 그라우팅 + +(일당) + +| 구분 | | 규격 | 단위 | 수량 | 시공량(㎥) | +|---|---|---|---|---|---| +| 인력 | 기계설비공 | | 인 | 1 | 1.50 | +| | 특별인부 | | 인 | 3 | | +| | 보통인부 | | 인 | 1 | | +| 장비 | 그라우팅 믹서 | 190×2ℓ | 대 | 1 | | +| | 그라우팅 펌프 | 30~60ℓ/min | 대 | 1 | | + + +[주] +① 본 품은 쉬즈관 내부 그라우팅 작업 기준이다. +② 본 품은 주입호스 설치 및 그라우팅 준비, 시멘트 배합 및 주입작업, 그라우팅 후 주입호스 정리 및 청소 작업이 포함되어 있다. +③ 물 공급을 위해 살수차 등의 장비가 필요한 경우 기계경비는 별도 계상한다. +④ 공구손료 및 경장비(주입장치, 발전기 등)의 기계경비는 인력품의 6%로 계상한다. +⑤ 잡재료 및 소모재료(시멘트, 혼화재, 물)는 별도 계상한다. + +#### 8. PSC빔 제작대 해체 + +(일당) + +| 구분 | 규격 | 단위 | 수량 | 시공량(m) | +|---|---|---|---|---| +| 특별인부 | | 인 | 2 | 400 | +| 보통인부 | | 인 | 4 | | +| 지게차 | 2.5ton | 대 | 1 | | +| 트럭 | 2.5ton | 대 | 1 | | + + +[주] +① 본 품은 PSC빔 제작을 위해 설치한 제작대를 해체하는 작업을 기준으로 한다. +② 빔 제작대 해체는 제작장에서 반출이 완료된 빔 제작대의 각재와 판재 등을 철거하고, 원활한 빔 반출을 위해 바닥을 정리하는 작업을 기준으로 한다. + +### 6-4-2 PSC BOX 설치('16, '21년 보완) + +#### 1. 적용범위 + +① 본 품은 PSC BOX 제작 시 필요한 포스트텐션(Post Tension) 시공에 적용한다. +② 본 품은 정착구, 쉬즈관, 강연선 설치, 인장 및 그라우팅 작업을 포함하며, 적용범위는 다음과 같다. + +![PSC BOX 작업 흐름도 — 품 적용 범위](pic/6-04_2.png) + + +#### ２. 정착구 설치 + + +(개당) + +| 구분 | 단위 | 수량(쉬즈관 규격) | | | +|---|---|---|---|---| +| | | ø75㎜ 이하 | ø100㎜ 이하 | ø130㎜ 이하 | +| 형틀목공 | 인 | 0.38 | 0.48 | 0.61 | +| 보통인부 | 인 | 0.18 | 0.23 | 0.29 | +| 비고 | - 연결정착구의 설치는 본품의 50%를 가산한다. | | | | + + +[주] +① 본 품은 긴장단 및 고정단의 정착구 설치작업을 기준한 것이다. +② 본 품은 정착구 고정 및 설치작업이 포함되어 있다. +③ 정착구 보강철근의 시공은 ‘[공통부문] 6-2-2 현장가공, 6-2-3 현장조립’을 따른다. +④ 공구손료 및 경장비(드릴 등)의 기계경비는 인력품의 4%로 계상한다. + +#### 3. 쉬즈관 설치 + +(m당) + +| 구분 | 단위 | 수량(쉬즈관 규격) | | | +|---|---|---|---|---| +| | | ø75㎜ 이하 | ø100㎜이하 | ø130㎜이하 | +| 철근공 | 인 | 0.03 | 0.05 | 0.07 | +| 보통인부 | 인 | 0.02 | 0.02 | 0.03 | + + +[주] +① 본 품은 쉬즈관을 철근에 연결하여 설치하는 기준이다. +② 본 품은 쉬즈관 절단 및 조립, 쉬즈 보호호스 삽입 및 제거작업이 포함되어 있다. +③ 공구손료 및 경장비(절단기 등)의 기계경비는 인력품의 2%로 계상한다. +④ 잡재료 및 소모재료(결속선, 쉬즈 보호호스 등)는 주재료비의 5%로 계상한다. + +#### 4. 강연선 설치 + +(ton당) + +| 구분 | 단위 | 수량(강연선 규격) | | +|---|---|---|---| +| | | ø12.7㎜ | ø15.2㎜ | +| 철근공 | 인 | 1.61 | 1.39 | +| 보통인부 | 인 | 0.65 | 0.56 | + + +[주] +① 본 품은 쉬즈관 내부에 강연선 삽입 및 설치작업 기준이다. +② 본 품은 강연선 삽입 및 절단작업이 포함되어 있다. +③ 공구손료 및 경장비(강연선삽입기, 절단기 등)의 기계경비는 인력품의 5%로 계상한다. + +#### 5. 인장 + +(개소당) + +| 구분 | | 규격 | 단위 | 수량(강연선 규격) | | | | | | | | +|---|---|---|---|---|---|---|---|---|---|---|---| +| | | | | ø12.7㎜ | | | | ø15.2㎜ | | | | +| | | | | 7 | 12 | 19 | 31 | 7 | 12 | 19 | 31 | +| 1단
인장 | 기계설비공 | | 인 | 0.26 | 0.37 | 0.58 | 0.87 | 0.30 | 0.43 | 0.67 | 1.01 | +| | 특별인부 | | 인 | 0.21 | 0.31 | 0.48 | 0.71 | 0.25 | 0.35 | 0.55 | 0.83 | +| | 보통인부 | | 인 | 0.11 | 0.16 | 0.24 | 0.36 | 0.13 | 0.18 | 0.28 | 0.42 | +| | 강연선인장기 | 300t | hr | 0.66 | 0.93 | 1.45 | 2.18 | 0.76 | 1.08 | 1.68 | 2.53 | +| 양단
인장 | 기계설비공 | | 인 | 0.49 | 0.71 | 1.07 | 1.51 | 0.56 | 0.83 | 1.08 | 1.52 | +| | 특별인부 | | 인 | 0.40 | 0.58 | 0.87 | 1.23 | 0.46 | 0.67 | 0.88 | 1.24 | +| | 보통인부 | | 인 | 0.20 | 0.29 | 0.44 | 0.62 | 0.23 | 0.34 | 0.44 | 0.62 | +| | 강연선인장기 | 300t | hr | 1.33 | 1.94 | 2.94 | 4.15 | 1.53 | 2.25 | 3.41 | 4.81 | + + +[주] +① 본 품은 강연선의 단측면 및 양측면 인장작업 기준이다. +② 본 품은 앵커헤드 및 웨지설치, 인장작업 및 절단작업이 포함되어 있다. +③ 강연선 인장기의 규격은 소요 긴장력에 따라 변경할 수 있다. +④ 공구손료 및 경장비(절단기, 윈치 등)의 기계경비는 인력품의 5%로 계상한다. + +#### 6. 그라우팅 + +(㎥당) + +| 구분 | | 규격 | 단위 | 수량 | +|---|---|---|---|---| +| 인력 | 기계설비공 | | 인 | 1.43 | +| | 특별인부 | | 인 | 2.40 | +| | 보통인부 | | 인 | 1.12 | +| 장비 | 그라우팅 믹서 | 190×2ℓ | hr | 4.43 | +| | 그라우팅 펌프 | 30∼60 ℓ/min | hr | 4.43 | + + +[주] +① 본 품은 쉬즈관 내부 그라우팅 작업 기준이다. +② 본 품은 주입호스 설치 및 그라우팅 준비, 시멘트 배합 및 주입작업이 포함되어 있다. +③ 물 공급을 위해 살수차 등의 장비가 필요한 경우 기계경비는 별도 계상한다. +④ 공구손료 및 경장비(주입장치 등)의 기계경비는 인력품의 5%로 계상한다. +⑤ 잡재료 및 소모재료(시멘트, 혼화재, 물)는 별도 계상한다. diff --git 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zYU{3qPSAJNRCNp8sm6;{t|OkblI}`-e@FI282v^dQT;^es~iNA&Vq^bM0+AeVw9%= z`PwVj{^+^bV0^4;tGm~;(+EAt8B#`nX-i9A3Rw@Oj>i6pF;h@rgUqM`zt=8?C2 zCrscXU`HSO??B!O1SRji_ns)GLPzD^4`f*&YCzCNGR;$Y`kA-(y-fJ4%60D|J%5=- zwUIq50*TT`^|K@p?@IP-DiZ05>ZcZ=;3!0MzTlBPO9P3N+lp*FGOv{-DNwACywu%U xzn?Q%6-a&CRY)Q0sT5eYno?j{A%(0{@_&w`meiK4(pvxk002ovPDHLkV1kh(0k!}D literal 0 HcmV?d00001 From a24d1ad5e99cecf1c5848c58a19ef3fa2fea915e Mon Sep 17 00:00:00 2001 From: umsangdon Date: Sat, 19 Sep 2026 02:39:03 +0900 Subject: [PATCH 07/35] =?UTF-8?q?knowledge(=ED=92=88=EC=85=88md):=20?= =?UTF-8?q?=EA=B1=B4=EC=84=A4=20=EA=B3=B5=ED=86=B5=206-5=20=EA=B5=90?= =?UTF-8?q?=EB=9F=89=20=EA=B0=80=EC=84=A4=EA=B3=B5=20=EC=9E=91=EC=84=B1?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit - PDF 205~206쪽(인쇄 149~150쪽) · 6-5-1 빔 가설공 · 6-5-2 솔 플레이트 용접 - CO2 아래첨자는 CO_2 · pum_md_tool check 통과 · ①수 결손 0 허구 0 · ②글자 빠짐 0 더함 0 Co-Authored-By: Claude Opus 5 (1M context) Claude-Session: https://claude.ai/code/session_016WRFJmmhPi4exAzHgPZHMT --- .../6-05_교량_가설공.md | 60 ++++++++++++++++++- 1 file changed, 57 insertions(+), 3 deletions(-) diff --git a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제06장_철근콘크리트공사/6-05_교량_가설공.md b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제06장_철근콘크리트공사/6-05_교량_가설공.md index 06f812ed..66e4d774 100644 --- a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제06장_철근콘크리트공사/6-05_교량_가설공.md +++ b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제06장_철근콘크리트공사/6-05_교량_가설공.md @@ -5,10 +5,64 @@ PDF쪽: 205~206 인쇄쪽: 149~150 시작표지: 6-5 교량 가설공 끝표지: 6-6 교량 부대공 -상태: 대기 -작성: +상태: 검증대기 +작성: sub_laptop_3 검증: 원천: 글자층 -기계검사: +기계검사: 통과 · ①수 결손 0 허구 0 · ②글자 빠짐 0 더함 0 확정지문: --- + +## 6-5 교량 가설공 + +### 6-5-1 빔 가설공('08, '21, '25년 보완) + +(일당) + +| 구분 | | | 규격 | 단위 | 수량 | 일당가설중량(본) | | | +|---|---|---|---|---|---|---|---|---| +| | | | | | | 80
ton/개
미만 | 80~160
ton/개
미만 | 160
ton/개
이상 | +| 빔가설 | 인력 | 특별인부 | | 인 | 7 | 11 | 10 | 9 | +| | | 보통인부 | | 인 | 2 | | | | +| | | 용접공 | | 인 | 3 | | | | +| | 장비 | 크레인 | | 대 | 2 | | | | +| | | 고소작업차 | 5ton | 대 | 1 | | | | +| 빔상차 | 인력 | 특별인부 | | 인 | 2 | | | | +| | | 보통인부 | | 인 | 1 | | | | +| | 장비 | 크레인 | | 대 | 2 | | | | +| 비고 | - 교량을 확폭하거나, 가도교, 과선교 지하 통로내(낙석, 낙설방지)인 때는 일당 가설 본수를
15% 감한다. | | | | | | | | + + +[주] +① 본 품은 제작 완료된 빔을 상차하고, 가설 위치로 운반이 완료된 상태의 빔을 장비(크레인)로 가설하는 기준이다. 다만, 가설 위치까지의 현장내 운반비는 현장여건과 거리에 따라 별도 계상한다. +② 본 품에서 가설은 빔 양중 및 가설, 위치고정, 전도방지시설 설치를 포함한다. 다만, 재료비(스크류잭, 쐐기목, 와이어로프, 턴버클 등)는 설계수량을 적용한다. +③ 본 품은 높이의 할증을 추가 계상하지 않는다. +④ 현장에 반입되어 조립이 완료된 크레인에 의하여 빔을 가설하는 기준으로, 크레인의 운반 및 조립은 별도 계상한다. +⑤ 빔 가설 중 크레인을 이동 설치를 위한 지면 평탄화 및 안정화, 접근로 정리에 굴착기가 필요한 경우 추가 반영한다. +⑥ 장비의 규격은 작업여건(가설높이, 작업반경, 시공위치 등)을 고려하여 적합한 규격의 크레인을 선정하여 계상한다. +⑦ 공구손료 및 경장비(용접기 등)의 기계경비는 인력품의 3%로 계상한다. +⑧ 크레인, 트레일러 등의 반입을 위한 토공사 및 가시설설치, 빔 가설용 가도 및 가교각 설치, 트레일러 진입 보조장비 등이 필요한 경우에는 별도 계상한다. +⑨ 포스트텐션 빔에 있어서 제작·가설 공정에 따라 필요한 회송비 및 시공도중에서의 회송비는 별도 계상한다. +⑩ 빔 가설위치가 하천통과구간, 지장물에 의한 저촉 등 가설조건이 불량한 경우 현장여건에 따라 500ton급을 초과하는 대형크레인의 적용이 가능하며, 가설품은 크레인 가설능력과 현장 상황에 따라 조정하여 계상한다. + +### 6-5-2 솔 플레이트(Sole Plate) 용접('25년 신설) + +(개/일당) + +| 구분 | | 규격 | 단위 | 수량 | 시공량(m) | | | +|---|---|---|---|---|---|---|---| +| | | | | | 2.5m~
3.0m 미만 | 3.0m~
3.5m 미만 | 3.5m 이상 | +| 인력 | 용접공 | | 인 | 2 | 18 | 16 | 14 | +| | 보통인부 | | 인 | 1 | | | | +| 장비 | 고소작업차 | 5ton | 대 | 1 | | | | + + +[주] +① 본 품은 가설된 빔의 솔 플레이트와 교량 받침(Shoe)을 용접으로 설치하는 기준이다. +② 본 품은 솔 플레이트와 슈(Shoe)를 CO_2 용접으로 반자동 용접하는 기준이다. +③ 시공량 구분 기준은 솔 플레이트 한 개를 슈(Shoe)에 용접하는 길이이다. +④ 본 품은 녹제거, 용접 준비, 용접 및 정리작업이 포함된 것이다. +⑤ 용접 완료 후 도장은 ‘[토목부문] 5-2-4 도장(현장도장)’을 따른다. +⑥ 별도의 방풍설비가 필요한 경우 별도로 계상한다. +⑦ 공구손료 및 경장비(용접기, 발전기 등)의 기계경비는 인력품의 3%로 계상한다. +⑧ 솔 플레이트 용접을 위한 소모재료(용접봉, CO_2 와이어, 탄산가스 등)는 설계수량에 따른다. From a42602f1c4140b3a8535b9cc4e9c4d57f1f73d7a Mon Sep 17 00:00:00 2001 From: umsangdon Date: Sat, 19 Sep 2026 02:39:41 +0900 Subject: [PATCH 08/35] =?UTF-8?q?knowledge(=ED=92=88=EC=85=88md):=20?= =?UTF-8?q?=EC=82=B0=EB=A6=BC=2010-7=20=EB=AA=A8=EB=85=B8=EB=A0=88?= =?UTF-8?q?=EC=9D=BC=20=EC=9A=B4=EB=B0=98=20=EA=B2=80=EC=A6=9D=20=ED=99=95?= =?UTF-8?q?=EC=A0=95?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit Co-Authored-By: Claude Opus 5 (1M context) Claude-Session: https://claude.ai/code/session_0145cr1DMC5Ft8fouQSXtp69 --- .../본문/제10장_자재․장비_운반/10-07_모노레일_운반.md | 6 +++--- 1 file changed, 3 insertions(+), 3 deletions(-) diff --git a/resources/knowledge/original/원가계산/산림_표준품셈/본문/제10장_자재․장비_운반/10-07_모노레일_운반.md b/resources/knowledge/original/원가계산/산림_표준품셈/본문/제10장_자재․장비_운반/10-07_모노레일_운반.md index 6fb9b8f5..1ab305ff 100644 --- a/resources/knowledge/original/원가계산/산림_표준품셈/본문/제10장_자재․장비_운반/10-07_모노레일_운반.md +++ b/resources/knowledge/original/원가계산/산림_표준품셈/본문/제10장_자재․장비_운반/10-07_모노레일_운반.md @@ -5,12 +5,12 @@ PDF쪽: 158~160 인쇄쪽: 146~148 시작표지: 10-7. 모노레일 운반 끝표지: 10-8. 케이블 크레인 운반 -상태: 검증대기 +상태: 확정 작성: sub_laptop_3 -검증: +검증: sub_laptop_4 원천: 글자층 기계검사: 통과 · ①수 결손 0 허구 0 · ②글자 빠짐 0 더함 0 · 글자층 밖 글리프 34개(159쪽) · 받아씀 34자 -확정지문: +확정지문: 79e359406e0cf5d2f1b7668ce91283a7c524b5e0850071a4fd5a93e2667fda5f --- ## 10-7. 모노레일 운반 From 56e76abd6f3f080c6a8a233cb2e8d75b7d19776d Mon Sep 17 00:00:00 2001 From: umsangdon Date: Sat, 19 Sep 2026 02:39:42 +0900 Subject: [PATCH 09/35] =?UTF-8?q?knowledge(=ED=92=88=EC=85=88md):=20?= =?UTF-8?q?=EC=82=B0=EB=A6=BC=2010-9=20=EB=8D=A4=ED=94=84=ED=8A=B8?= =?UTF-8?q?=EB=9F=AD=20=EC=9A=B4=EB=B0=98=20=EA=B2=80=EC=A6=9D=20=ED=99=95?= =?UTF-8?q?=EC=A0=95?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit Co-Authored-By: Claude Opus 5 (1M context) Claude-Session: https://claude.ai/code/session_0145cr1DMC5Ft8fouQSXtp69 --- .../본문/제10장_자재․장비_운반/10-09_덤프트럭_운반.md | 6 +++--- 1 file changed, 3 insertions(+), 3 deletions(-) diff --git a/resources/knowledge/original/원가계산/산림_표준품셈/본문/제10장_자재․장비_운반/10-09_덤프트럭_운반.md b/resources/knowledge/original/원가계산/산림_표준품셈/본문/제10장_자재․장비_운반/10-09_덤프트럭_운반.md index 737ea755..b8798041 100644 --- a/resources/knowledge/original/원가계산/산림_표준품셈/본문/제10장_자재․장비_운반/10-09_덤프트럭_운반.md +++ b/resources/knowledge/original/원가계산/산림_표준품셈/본문/제10장_자재․장비_운반/10-09_덤프트럭_운반.md @@ -5,12 +5,12 @@ PDF쪽: 162 인쇄쪽: 150 시작표지: 10-9. 덤프트럭 운반 끝표지: 10-10. 헬리콥터 자재 운반 -상태: 검증대기 +상태: 확정 작성: sub_laptop_3 -검증: +검증: sub_laptop_4 원천: 글자층 기계검사: 통과 · ①수 결손 0 허구 0 · ②글자 빠짐 0 더함 0 -확정지문: +확정지문: 7c97cba0c3317d9a87006126f1990b501179a2c52de2881c8faf5a21d5757d98 --- ## 10-9. 덤프트럭 운반 From 4510b934f2b22a49686422a6d39ec5db5f8a34ea Mon Sep 17 00:00:00 2001 From: umsangdon Date: Sat, 19 Sep 2026 02:41:33 +0900 Subject: [PATCH 10/35] =?UTF-8?q?knowledge(=ED=92=88=EC=85=88md):=20?= =?UTF-8?q?=EA=B1=B4=EC=84=A4=20=EA=B3=B5=ED=86=B5=206-6=20=EA=B5=90?= =?UTF-8?q?=EB=9F=89=20=EB=B6=80=EB=8C=80=EA=B3=B5=20=EC=9E=91=EC=84=B1?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit - PDF 206~211쪽(인쇄 150~155쪽) · 6-6-1~6-6-8 · 6-6-1 은 쪽 넘은 한 표(되풀이 머리 주석) - 6-6-3 절단폭·시공량 네 줄은 왼쪽 여섯 줄과 짝이 안 맞아 첫 줄 칸
(브레인 판정 따름) - pum_md_tool check 통과 · ①수 결손 0 허구 0 · ②글자 빠짐 0 더함 0 Co-Authored-By: Claude Opus 5 (1M context) Claude-Session: https://claude.ai/code/session_016WRFJmmhPi4exAzHgPZHMT --- .../6-06_교량_부대공.md | 230 +++++++++++++++++- 1 file changed, 227 insertions(+), 3 deletions(-) diff --git a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제06장_철근콘크리트공사/6-06_교량_부대공.md b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제06장_철근콘크리트공사/6-06_교량_부대공.md index 489f7661..098ee141 100644 --- a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제06장_철근콘크리트공사/6-06_교량_부대공.md +++ b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제06장_철근콘크리트공사/6-06_교량_부대공.md @@ -5,10 +5,234 @@ PDF쪽: 206~211 인쇄쪽: 150~155 시작표지: 6-6 교량 부대공 끝표지: 6-7 조립식 구조물 설치공 -상태: 대기 -작성: +상태: 검증대기 +작성: sub_laptop_3 검증: 원천: 글자층 -기계검사: +기계검사: 통과 · ①수 결손 0 허구 0 · ②글자 빠짐 0 더함 0 확정지문: --- + +## 6-6 교량 부대공 + +### 6-6-1 교량받침 설치(육상)('16, '21, '24년 보완) + +(일당) + +| 구분 | | 단위 | 수량 | 시공량(개) | | | +|---|---|---|---|---|---|---| +| | | | | 설치높이
20m이하 | 설치높이
40m이하 | 설치높이
40m초과 | +| 교량받침 1기당
중량 0.2ton이하 | 특별인부 | 인 | 2 | 8.5 | 7.0 | 5.5 | +| | 보통인부 | 인 | 1 | | | | +| | 용접공 | 인 | 1 | | | | +| | 크레인 | 대 | 1 | | | | +| | 고소작업차 | 대 | 1 | | | | +| 교량받침 1기당
중량 0.3ton이하 | 특별인부 | 인 | 2 | 6.0 | 5.0 | 4.0 | +| | 보통인부 | 인 | 1 | | | | +| | 용접공 | 인 | 1 | | | | +| | 크레인 | 대 | 1 | | | | +| | 고소작업차 | 대 | 1 | | | | + +| 교량받침 1기당
중량 0.5ton이하 | 특별인부 | 인 | 3 | 5.0 | 4.0 | 3.5 | +| | 보통인부 | 인 | 1 | | | | +| | 용접공 | 인 | 1 | | | | +| | 크레인 | 대 | 1 | | | | +| | 고소작업차 | 대 | 1 | | | | +| 교량받침 1기당
중량 1.0ton이하 | 특별인부 | 인 | 3 | 4.0 | 3.5 | 3.0 | +| | 보통인부 | 인 | 1 | | | | +| | 용접공 | 인 | 1 | | | | +| | 크레인 | 대 | 1 | | | | +| | 고소작업차 | 대 | 1 | | | | +| 교량받침 1기당
중량 1.5ton이하 | 특별인부 | 인 | 4 | 3.5 | 3.0 | 2.5 | +| | 보통인부 | 인 | 1 | | | | +| | 용접공 | 인 | 1 | | | | +| | 크레인 | 대 | 1 | | | | +| | 고소작업차 | 대 | 1 | | | | +| 교량받침 1기당
중량 1.5ton초과 | 특별인부 | 인 | 4 | 3.0 | 2.5 | 2.0 | +| | 보통인부 | 인 | 1 | | | | +| | 용접공 | 인 | 1 | | | | +| | 크레인 | 대 | 1 | | | | +| | 고소작업차 | 대 | 1 | | | | + + +[주] +① 본 품은 교량의 교대 및 교각의 교량받침(포트받침, 탄성받침 등)을 육상에서 설치하는 기준이다. +② 본 품은 콘크리트 치핑 및 청소, 용접, 위치확인, 받침설치, 무수축 모르타르 타설 및 양생작업이 포함되어 있다. +③ 비계 및 발판, 난간 등의 설치는 별도 계상한다. +④ 크레인 및 고소작업차의 규격은 작업여건(시공높이, 시공위치 등) 및 안전율(적정하중, 작업반경 등)을 고려하여 적합한 규격을 적용한다. +⑤ 공구손료 및 경장비(치핑기, 용접기, 발전기, 핸드믹서기 등)의 기계경비는 인력품의 3%로 계상한다. +⑥ 교량받침 설치를 위한 소모재료(무수축 모르타르 등)는 설계수량에 따른다. + +### 6-6-2 교량받침 설치(수상)('21, '24년 보완) + +(일당) + +| 구분 | | 단위 | 수량 | 시공량(개) | | | +|---|---|---|---|---|---|---| +| | | | | 설치높이
20m 이하 | 설치높이
40m 이하 | 설치높이
40m 초과 | +| 교량받침 1기당
중량 0.2ton이하 | 특별인부 | 인 | 2 | 5.0 | 4.0 | 3.5 | +| | 보통인부 | 인 | 1 | | | | +| | 용접공 | 인 | 1 | | | | +| | 크레인 | 대 | 1 | | | | +| | 고소작업차 | 대 | 1 | | | | +| 교량받침 1기당
중량 0.3ton이하 | 특별인부 | 인 | 2 | 3.5 | 3.0 | 2.5 | +| | 보통인부 | 인 | 1 | | | | +| | 용접공 | 인 | 1 | | | | +| | 크레인 | 대 | 1 | | | | +| | 고소작업차 | 대 | 1 | | | | +| 교량받침 1기당
중량 0.5ton이하 | 특별인부 | 인 | 3 | 3.0 | 2.5 | 2.0 | +| | 보통인부 | 인 | 1 | | | | +| | 용접공 | 인 | 1 | | | | +| | 크레인 | 대 | 1 | | | | +| | 고소작업차 | 대 | 1 | | | | +| 교량받침 1기당
중량 1.0ton이하 | 특별인부 | 인 | 3 | 2.5 | 2.0 | 1.7 | +| | 보통인부 | 인 | 1 | | | | +| | 용접공 | 인 | 1 | | | | +| | 크레인 | 대 | 1 | | | | +| | 고소작업차 | 대 | 1 | | | | +| 교량받침 1기당
중량 1.5ton이하 | 특별인부 | 인 | 4 | 2.3 | 1.8 | 1.5 | +| | 보통인부 | 인 | 1 | | | | +| | 용접공 | 인 | 1 | | | | +| | 크레인 | 대 | 1 | | | | +| | 고소작업차 | 대 | 1 | | | | +| 교량받침 1기당
중량 1.5ton초과 | 특별인부 | 인 | 4 | 2.0 | 1.5 | 1.3 | +| | 보통인부 | 인 | 1 | | | | +| | 용접공 | 인 | 1 | | | | +| | 크레인 | 대 | 1 | | | | +| | 고소작업차 | 대 | 1 | | | | + + +[주] +① 본 품은 교량의 교대 및 교각의 교량받침(포트받침, 탄성받침 등)을 수상에서 설치하는 기준이다. +② 본 품은 콘크리트 치핑 및 청소, 용접, 위치확인, 받침설치, 무수축 모르타르 타설 및 양생작업이 포함되어 있다. +③ 비계 및 발판, 난간 등의 설치는 별도 계상한다. +④ 크레인 및 고소작업차의 규격은 작업여건(시공높이, 시공위치 등) 및 안전율(적정하중, 작업반경 등)을 고려하여 적합한 규격을 적용한다. +⑤ 공구손료 및 경장비(치핑기, 용접기, 발전기, 핸드믹서기 등)의 기계경비는 인력품의 3%로 계상한다. +⑥ 교량받침 설치를 위한 소모재료(무수축 모르타르 등)는 설계수량에 따른다. + +### 6-6-3 교량신축이음장치 설치(도로교)('21, '24년 보완) + +(일당) + +| 구분 | 규격 | 단위 | 수량 | 절단폭(㎜) | 시공량(m) | +|---|---|---|---|---|---| +| 용접공 | | 인 | 2 | 900이하
1,200이하
1,500이하
1,800이하 | 17
15
13
10 | +| 콘크리트공 | | 인 | 1 | | | +| 특별인부 | | 인 | 3 | | | +| 보통인부 | | 인 | 1 | | | +| 크레인 | | 대 | 1 | | | +| 굴착기+브레이커 | 0.2㎥ | 대 | 1 | | | + + +[주] +① 본 품은 교량에 설치되는 신축이음장치 설치 기준으로, 도로교에서 주로 사용되는 형태(모노셀형, 핑거형, 레일형 등)로 기존 포장 및 콘크리트 파쇄 후 설치하는 기준이다. +② 본 품은 포장절단 및 뜯기, 신축이음장치 설치, 철근가공조립, 보강철근 용접, 간격재(거푸집) 설치, 무수축 콘크리트 타설 및 양생을 포함한다. +③ 크레인의 규격은 작업여건(시공높이, 시공위치 등) 및 안전율(적정하중, 작업반경 등)을 고려하여 적합한 규격을 적용한다. +④ 공구손료 및 경장비(발전기, 소형브레이커, 용접기, 절단기 등)의 기계경비는 인력품의 6%로 계상한다. +⑤ 재료량은 설계수량을 적용한다. + +### 6-6-4 교량신축이음장치 설치(철도교)('21, '24년 신설) + +(일당) + +| 구분 | 단위 | 수량 | 시공량(m) | +|---|---|---|---| +| 특별인부 | 인 | 4 | 7.5 | +| 보통인부 | 인 | 1 | | + + +[주] +① 본 품은 교량에 설치되는 신축이음장치 설치 기준으로, 철도교에서 주로 사용되는 형태로 포장 및 콘크리트의 파쇄 없이 타설전에 매립하여 설치하는 기준이다. +② 본 품은 콘크리트 타설 전 고정레일(알루미늄 프레임) 설치, 고무배수판 삽입, 덮개판 시공을 포함한다. +③ 공구손료 및 경장비(드릴, 절단기 등)의 기계경비는 인력품의 3%로 계상한다. +④ 재료량은 설계수량을 적용한다. + +### 6-6-5 교량점검시설 점검통로 설치('08, '17, '21, '24년 보완) + +(일당) + +| 구분 | 단위 | 수량 | 시공량(발판면적 ㎡) | | +|---|---|---|---|---| +| | | | 높이 20m이하 | 높이 40m이하 | +| 철공 | 인 | 3 | 65 | 50 | +| 보통인부 | 인 | 1 | | | +| 크레인 | 대 | 1 | | | +| 고소작업차 | 대 | 1 | | | + + +[주] +① 본 품은 교량의 점검 및 유지관리를 위해 제작이 완료된 교량 점검시설을 교대 및 교각 등에 설치하는 기준이다. +② 본 품은 천공, 앵커볼트 설치, 점검통로 설치 및 고정, 난간 설치를 포함한다. +③ 본 품은 육상에서 크레인을 이용하여 시공하는 경우를 기준한 것으로, 크레인 진입이 불가하여 비계를 설치하여 작업하는 경우 및 교량상판 위에서 작업하는 경우, 육상이 아닌 해상에서 작업하는 경우 등에 있어서는 각각의 시공방법에 맞도록 별도로 계상하여야 한다. +④ 크레인 및 고소작업차의 규격은 작업여건(시공높이, 시공위치 등) 및 안전율(적정하중, 작업반경 등)을 고려하여 적합한 규격을 적용한다. +⑤ 공구손료 및 경장비(전동드릴 등)의 기계경비는 인력품의 3%로 계상한다. + +### 6-6-6 교량점검시설 점검계단 설치('08, '17, '21, '24년 보완) + +(일당) + +| 구분 | 단위 | 수량 | 시공량(발판면적 ㎡) | | +|---|---|---|---|---| +| | | | 높이 20m이하 | 높이 40m이하 | +| 철공 | 인 | 3 | 17 | 15 | +| 보통인부 | 인 | 1 | | | +| 크레인 | 대 | 1 | | | +| 고소작업차 | 대 | 1 | | | + + +[주] +① 본 품은 교량의 점검 및 유지관리를 위해 제작이 완료된 교량 점검시설을 교대 및 교각 등에 설치하는 기준이다. +② 본 품은 교량 점검시설 출입을 위한 경사형 계단 기준으로 계단참을 포함한다. +③ 본 품은 천공, 앵커볼트 설치, 점검계단 설치 및 고정을 포함한다. +④ 본 품은 육상에서 크레인을 이용하여 시공하는 경우를 기준한 것으로, 크레인 진입이 불가하여 비계를 설치하여 작업하는 경우 및 교량상판 위에서 작업하는 경우, 육상이 아닌 해상에서 작업하는 경우 등에 있어서는 각각의 시공방법에 맞도록 별도로 계상하여야 한다. +⑤ 크레인 및 고소작업차의 규격은 작업여건(시공높이, 시공위치 등) 및 안전율(적정하중, 작업반경 등)을 고려하여 적합한 규격을 적용한다. +⑥ 공구손료 및 경장비(전동드릴 등)의 기계경비는 인력품의 3%로 계상한다. + +### 6-6-7 프리캐스트 콘크리트 패널 설치('08년 신설, '21, '24년 보완) + +(일당) + +| 구분 | | 규격 | 단위 | 수량 | 시공량(㎡) | +|---|---|---|---|---|---| +| 대차시공 | 특별인부 | | 인 | 4 | 85 | +| | 보통인부 | | 인 | 1 | | +| | 콘크리트공 | | 인 | 1 | | +| | 이동용대차+크레인 | | 대 | 1 | | +| | 지게차 | 5ton | 대 | 1 | | +| 크레인시공 | 특별인부 | | 인 | 4 | 70 | +| | 보통인부 | | 인 | 1 | | +| | 콘크리트공 | | 인 | 1 | | +| | 크레인 | | 대 | 1 | | +| | 지게차 | 5ton | 대 | 1 | | + + +[주] +① 본 품은 교량 거더위에 콘크리트 패널을 설치하는 기준으로, 패널설치의 시공 타입은 다음을 기준한다. + +| 구분 | 적용기준 | +|---|---| +| 대차시공 | - 교량상부(거더)에 전용 대차(이동용대차+크레인)를 설치하여 시공하는 경우 | +| 크레인시공 | - 교량 외부에서 크레인으로 시공하는 경우 | + + +② 본 품은 면정리, 고무패드 설치, 패널 설치, 이음부 모르타르 타설 작업을 포함한다. +③ 크레인과 대차를 활용하여 시공하는 기준이며, 레일을 사용한 대차의 레일 설치 및 철거 비용과 대차의 기계경비는 별도 계상한다. +④ 크레인의 규격은 작업여건(시공높이, 시공위치 등) 및 안전율(적정하중, 작업반경 등)을 고려하여 적합한 규격을 적용한다. + +### 6-6-8 교량배수시설 설치('18년 신설, '21, '24년 보완) + +(일당) + +| 구분 | 단위 | 수량 | 시공량(m) | +|---|---|---|---| +| 배관공 | 인 | 3 | 14 | +| 보통인부 | 인 | 1 | | +| 고소작업차 | 대 | 1 | | + + +[주] +① 본 품은 교량의 노출 배수관 설치 기준이다. +② 배수관 규격은 ∅150~250㎜이하이며, 재질은 알루미늄관, FRP관 기준이다. +③ 본 품은 지지철물 설치, 배수관(직관, 곡관) 절단 및 접합, 코킹 작업이 포함된 것이며, 배수구 및 매립 배수관 설치는 제외되어 있다. +④ 공구손료 및 경장비(전동드릴, 절단기 등)의 기계경비는 인력품의 3%로 계상한다. +⑤ 고소작업차의 규격은 작업여건(시공높이, 시공위치 등) 및 안전율(적정하중, 작업반경 등)을 고려하여 적합한 규격을 적용한다. From 1c0c90485e01216babcbee27c0c938f1c46d13d0 Mon Sep 17 00:00:00 2001 From: umsangdon Date: Sat, 19 Sep 2026 02:43:04 +0900 Subject: [PATCH 11/35] =?UTF-8?q?knowledge(=ED=92=88=EC=85=88md):=20?= =?UTF-8?q?=EA=B1=B4=EC=84=A4=20=EC=A0=9C6=EC=9E=A5=20=EC=B2=A0=EA=B7=BC?= =?UTF-8?q?=EC=BD=98=ED=81=AC=EB=A6=AC=ED=8A=B8=EA=B3=B5=EC=82=AC=20?= =?UTF-8?q?=EA=B2=80=EC=A6=9D=20=ED=99=95=EC=A0=95?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit Co-Authored-By: Claude Opus 5 (1M context) Claude-Session: https://claude.ai/code/session_0145cr1DMC5Ft8fouQSXtp69 --- .../본문/01_공통부문/제06장_철근콘크리트공사/0-00_장머리.md | 6 +++--- 1 file changed, 3 insertions(+), 3 deletions(-) diff --git a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제06장_철근콘크리트공사/0-00_장머리.md b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제06장_철근콘크리트공사/0-00_장머리.md index 605e8f76..c548f282 100644 --- a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제06장_철근콘크리트공사/0-00_장머리.md +++ b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제06장_철근콘크리트공사/0-00_장머리.md @@ -5,12 +5,12 @@ PDF쪽: 185 인쇄쪽: 129 시작표지: 제6장 철근콘크리트공사 끝표지: 6-1 콘크리트('25년 보완) -상태: 검증대기 +상태: 확정 작성: sub_laptop_3 -검증: +검증: sub_laptop_4 원천: 글자층 기계검사: 통과 · ①수 결손 0 허구 0 · ②글자 빠짐 0 더함 0 -확정지문: +확정지문: 4efadebc08bc2b66ad8f9d8ee78fca59641dd230a09891e4d5619a4174db13bb --- # 제6장 철근콘크리트공사 From 6134d0148090e58ff19f8f406c6695c896202d52 Mon Sep 17 00:00:00 2001 From: umsangdon Date: Sat, 19 Sep 2026 02:43:48 +0900 Subject: [PATCH 12/35] =?UTF-8?q?knowledge(=ED=92=88=EC=85=88md):=20?= =?UTF-8?q?=EA=B1=B4=EC=84=A4=20=EA=B3=B5=ED=86=B5=206-7=20=EC=A1=B0?= =?UTF-8?q?=EB=A6=BD=EC=8B=9D=20=EA=B5=AC=EC=A1=B0=EB=AC=BC=20=EC=84=A4?= =?UTF-8?q?=EC=B9=98=EA=B3=B5=20=EC=9E=91=EC=84=B1?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit - PDF 211~214쪽(인쇄 155~158쪽) · 6-7-1~6-7-9 · 제6장 마지막 절 - 세 단 머리 표 둘 · 줄 수가 안 맞는 오른쪽 무리는 첫 줄 칸
· [주] 안 작은 표는 [주] 사이에 - pum_md_tool check 통과 · ①수 결손 0 허구 0 · ②글자 빠짐 0 더함 0 Co-Authored-By: Claude Opus 5 (1M context) Claude-Session: https://claude.ai/code/session_016WRFJmmhPi4exAzHgPZHMT --- .../6-07_조립식_구조물_설치공.md | 191 +++++++++++++++++- 1 file changed, 188 insertions(+), 3 deletions(-) diff --git a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제06장_철근콘크리트공사/6-07_조립식_구조물_설치공.md b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제06장_철근콘크리트공사/6-07_조립식_구조물_설치공.md index f693c947..940ece6b 100644 --- a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제06장_철근콘크리트공사/6-07_조립식_구조물_설치공.md +++ b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제06장_철근콘크리트공사/6-07_조립식_구조물_설치공.md @@ -5,10 +5,195 @@ PDF쪽: 211~214 인쇄쪽: 155~158 시작표지: 6-7 조립식 구조물 설치공 끝표지: 제7장 돌공사 -상태: 대기 -작성: +상태: 검증대기 +작성: sub_laptop_3 검증: 원천: 글자층 -기계검사: +기계검사: 통과 · ①수 결손 0 허구 0 · ②글자 빠짐 0 더함 0 확정지문: --- + +## 6-7 조립식 구조물 설치공 + +### 6-7-1 플륨관 설치('01, '06, '09, '16, '18, '21, '25년 보완) + +(일당) + +| 구분 | | 단위 | 수량 | 시공량(본) | | | | | | | | | | +|---|---|---|---|---|---|---|---|---|---|---|---|---|---| +| | | | | 본당 중량(㎏) | | | | | | | | | | +| | | | | 50
∼
150
미만 | 150∼
300
미만 | 300∼
500
미만 | 500∼
700
미만 | 700∼
900
미만 | 900
∼
1,100
미만 | 1,100
∼
1,300
미만 | 1,300
~
1,500
미만 | 1,500
~
1,800
미만 | 1,800
~
2,100
미만 | +| 인력 | 특별인부 | 인 | 2 | 75 | 63 | 52 | 42 | 36 | 31 | 27 | 23 | 20 | 17 | +| | 보통인부 | 인 | 1 | | | | | | | | | | | +| 장비 | 굴착기 | 대 | 1 | | | | | | | | | | | + + +[주] +① 본 품은 철근 콘크리트 플륨관 및 벤치 플륨의 설치 기준이다. +② 본 품은 플륨관의 절단 및 설치, 이음 모르타르 설치 작업을 포함한다. +③ 터파기, 기초(콘크리트, 자갈, 모래), 지반고르기, 되메우기 등은 별도 계상한다. +④ 굴착기 규격은 작업여건(시공높이, 위치 등) 및 안전율을 고려하여 적합한 규격을 적용한다. +⑤ 공구손료 및 소모재료(이음 모르타르 등)는 인력품의 8%로 계상한다. + +### 6-7-2 조립식 PC맨홀 설치('07년 신설, '17, '21년 보완) + +(개당) + +| 구분 | 규격 | 단위 | 수량 | | | | | | | | +|---|---|---|---|---|---|---|---|---|---|---| +| | | | D900 | | D1,200 | | D1,500 | | D1,800 | | +| | | | 하부구체
+ 상판 | 연직
구체 | 하부구체
+ 상판 | 연직
구체 | 하부구체
+ 상판 | 연직
구체 | 하부구체
+ 상판 | 연직
구체 | +| 특별인부 | | 인 | 0.48 | 0.25 | 0.64 | 0.33 | 0.80 | 0.41 | 0.96 | 0.46 | +| 보통인부 | | 인 | 0.23 | 0.12 | 0.30 | 0.15 | 0.38 | 0.19 | 0.48 | 0.23 | +| 크레인 | 10ton | hr | 0.98 | 0.50 | 1.12 | 0.57 | 1.25 | 0.64 | 1.44 | 0.83 | + + +[주] +① 본 품은 조립식 PC맨홀 설치 기준이다. +② 본 품의 연직구체는 1개의 설치기준으로 설치수량에 따라 추가 계상한다. +③ 본 품은 맨홀 설치 및 조정, 접합부 연결(고무링, 연결핀, 모르타르 등)을 포함한다. +④ 터파기, 지반고르기, 되메우기, 맨홀뚜껑설치는 별도 계상한다. +⑤ 크레인 규격은 작업여건에 따라 변경할 수 있다. +⑥ 재료량은 별도 계상한다. + +### 6-7-3 PC BOX 설치('23년 신설, '24년 보완) + +(일당) + +| 구분 | 단위 | 규격 | 수량 | 단위중량(ton) | 시공량(개소) | | +|---|---|---|---|---|---|---| +| | | | | | Type-Ⅰ | Type-Ⅱ | +| 기계설비공 | 인 | | 2 | 5ton미만
10ton미만
15ton미만 | 20
16
14 | 15
12
11 | +| 특별인부 | 인 | | 4 | | | | +| 보통인부 | 인 | | 2 | | | | +| 크레인 | 대 | | 1 | | | | +| 강연선인장기 | 대 | 120ton | 1 | | | | + + +[주] +① 본 품은 수로암거, 전력구, 공동구 등 일체형 1련 PC BOX를 설치하는 기준이다. +② 본 품은 PC구조물 인양 설치, 강연선 인장작업, 실링 및 정착구 마감 작업을 포함한다. +③ PC구조물 인양 및 설치 작업 환경 조건에 따라 Type-Ⅰ 또는 Type-Ⅱ를 적용한다. + +| 구분 | 작업환경 | +|---|---| +| Type-Ⅰ | - PC구조물 인양 및 설치 시 장애물이 없고 연속작업이 가능하거나 이에 준하는
작업환경일 경우 | +| Type-Ⅱ | - 가설 흙막이, 지장물 등 장애물이 있고 연속작업이 어렵거나 이에 준하는 작업환경일
경우 | + + +④ 토공사(터파기, 되메우기, 고르기 등) 및 기초(콘크리트 등), 측량, 그라우팅 충전, 방수공사 작업은 별도 계상한다. +⑤ 크레인의 규격은 작업여건(시공높이, 시공위치 등) 및 안전율(적정하중, 작업반경 등)을 고려하여 적합한 규격을 적용한다. +⑥ 강연선인장기의 규격은 소요 긴장력에 따라 변경할 수 있다. +⑦ 공구손료 및 경장비(발전기, 절단기 등) 기계경비는 인력품의 2.5%로 계상한다. + +### 6-7-4 PC기둥 설치('23년 신설, '24년 보완) + +(일당) + +| 구분 | 단위 | 수량 | 단위중량 | 시공량(개소) | +|---|---|---|---|---| +| 형틀목공 | 인 | 3 | 2ton미만
5ton미만
10ton미만
20ton미만
30ton미만 | 16
15
13
10
8 | +| 보통인부 | 인 | 2 | | | +| 크레인 | 대 | 1 | | | +| 비고 | - 시공높이 30m를 초과하는 경우 시공량의 10%를 감하여 적용한다. | | | | + + +[주] +① 본 품은 PC건축물의 기둥을 설치하는 기준이다. +② 본 품은 PC부재 인양 설치, 서포트 설치 및 해체, 수직도 확인 작업을 포함한다. +③ 기초콘크리트 및 기초 앵커볼트 설치 작업은 별도 계상한다. +④ 크레인의 규격은 작업여건(시공높이, 시공위치 등) 및 안전율(적정하중, 작업반경 등)을 고려하여 적합한 규격을 적용한다. +⑤ 공구손료 및 경장비(자체추진 고소작업대(시저형) 등) 기계경비는 인력품의 17%로 계상한다. + +### 6-7-5 PC벽체 설치('24년 신설) + +(일당) + +| 구분 | 단위 | 수량 | 단위중량 | 시공량(개소) | +|---|---|---|---|---| +| 형틀목공 | 인 | 3 | 2ton미만
5ton미만
10ton미만
20ton미만
30ton미만 | 12
11
10
8
6 | +| 보통인부 | 인 | 2 | | | +| 크레인 | 대 | 1 | | | +| 비고 | - 시공높이 30m를 초과하는 경우 시공량의 10%를 감하여 적용한다. | | | | + + +[주] +① 본 품은 PC건축물의 벽체를 설치하는 기준이다. +② 본 품은 PC부재 인양 설치, 서포트 설치 및 해체, 수직도 확인 작업을 포함한다. +③ 기초콘크리트 및 기초 앵커볼트 설치 작업은 별도 계상한다. +④ 크레인의 규격은 작업여건(시공높이, 시공위치 등) 및 안전율(적정하중, 작업반경 등)을 고려하여 적합한 규격을 적용한다. +⑤ 공구손료 및 경장비(자체추진 고소작업대(시저형) 등) 기계경비는 인력품의 17%로 계상한다. + +### 6-7-6 PC거더 설치('23년 신설, '24년 보완) + +(일당) + +| 구분 | 단위 | 수량 | 단위중량 | 시공량(개소) | +|---|---|---|---|---| +| 형틀목공 | 인 | 3 | 2ton미만
5ton미만
10ton미만
20ton미만
30ton미만 | 21
19
17
15
12 | +| 특별인부 | 인 | 1 | | | +| 보통인부 | 인 | 2 | | | +| 크레인 | 대 | 1 | | | +| 비고 | - 시공높이 30m를 초과하는 경우 시공량의 10%를 감하여 적용한다. | | | | + + +[주] +① 본 품은 PC건축물의 거더를 설치하는 기준이다. +② 본 품은 PC부재 인양설치, 다웰바 고정, 서포트 설치 및 해체, 우레탄폼 충전 및 실링 작업을 포함한다. +③ 크레인의 규격은 작업여건(시공높이, 시공위치 등) 및 안전율(적정하중, 작업반경 등)을 고려하여 적합한 규격을 적용한다. +④ 공구손료 및 경장비(자체추진 고소작업대(시저형) 등) 기계경비는 인력품의 15%로 계상한다. + +### 6-7-7 PC슬래브 설치('23년 신설, '24년 보완) + +(일당) + +| 구분 | 단위 | 수량 | 단위중량 | 시공량(개소) | +|---|---|---|---|---| +| 형틀목공 | 인 | 3 | 2ton미만
5ton미만
10ton미만 | 27
25
22 | +| 특별인부 | 인 | 1 | | | +| 보통인부 | 인 | 2 | | | +| 크레인 | 대 | 1 | | | +| 비고 | - 시공높이 30m를 초과하는 경우 시공량의 10%를 감하여 적용한다. | | | | + + +[주] +① 본 품은 PC건축물의 슬래브를 설치하는 기준이다. +② 본 품은 PC부재 인양설치, 서포트 설치 및 해체, 우레탄폼 충전 및 실링 작업을 포함한다. +③ 크레인의 규격은 작업여건(시공높이, 시공위치 등) 및 안전율(적정하중, 작업반경 등)을 고려하여 적합한 규격을 적용한다. +④ 공구손료 및 경장비(자체추진 고소작업대(시저형) 등) 기계경비는 인력품의 15%로 계상한다. + +### 6-7-8 모르타르 주입('24년 신설) + +(일당) + +| 구분 | 단위 | 수량 | 시공량(㎥) | +|---|---|---|---| +| 미장공 | 인 | 3 | 0.3 | +| 보통인부 | 인 | 1 | | + + +[주] +① 본 품은 PC건축물 부재(기둥, 벽)의 접합을 위해 모르타르를 충전하는 기준이다. +② 본 품은 거푸집 설치 및 해체, 모르타르 비빔 및 주입, 면정리 작업을 포함한다. +③ 공구손료 및 경장비(모르타르 믹서 등) 기계경비는 인력품의 5%로 계상한다. + +### 6-7-9 모듈러 건축 설치('24년 신설, '25년 보완) + +(일당) + +| 구분 | 단위 | 수량 | 단위규격 | 시공량(개소) | | | +|---|---|---|---|---|---|---| +| | | | | 4층 이하 | 12층 이하 | 13층 이상 | +| 철골공 | 인 | 4 | 3.3m x 12m
이내 | 12 | 6 | 4 | +| 특별인부 | 인 | 2 | | | | | +| 보통인부 | 인 | 1 | | | | | +| 크레인(크롤러) | 대 | 1 | | | | | + + +[주] +① 본 품은 동일 규격의 철골 모듈러 건축(적층식) 구조물 1개 유닛(공동주택, 학교 등)을 양중 및 설치하는 기준이다. +② 본 품은 모듈러 건축 구조물 인양 조립, 접합플레이트 설치 및 연결부 볼트 체결 작업을 포함한다. +③ 모듈러 유닛 적층 후 실시하는 본조임은 제외한다. +④ 모듈러 내부 접합시 내외부 마감 작업은 별도 계상한다. +⑤ 크레인의 경우 작업여건(시공높이, 시공위치 등) 및 안전율을 고려하여 적합한 규격을 적용하며, 장애물 등 현장 여건 및 조건에 따라 양중장비 1대가 부족할 경우 추가 반영한다. +⑥ 공구손료 및 경장비(자체 추진 고소작업대 등) 기계경비는 인력품의 5%로 계상한다. From 4cff34d4c5ca41e2a3aee7e75b6ebcf89b303916 Mon Sep 17 00:00:00 2001 From: umsangdon Date: Sat, 19 Sep 2026 02:45:33 +0900 Subject: [PATCH 13/35] =?UTF-8?q?knowledge(=ED=92=88=EC=85=88md):=20?= =?UTF-8?q?=EA=B1=B4=EC=84=A4=20=EA=B3=B5=ED=86=B5=206-1=20=EC=BD=98?= =?UTF-8?q?=ED=81=AC=EB=A6=AC=ED=8A=B8=20=EC=84=A0=20=EC=97=86=EC=9D=B4=20?= =?UTF-8?q?=EC=B0=8D=ED=9E=8C=20=EC=A4=84=20=EC=A3=BC=EC=84=9D=20=EB=B3=B4?= =?UTF-8?q?=ED=83=AC?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit - sub_laptop_4 ③ 돌려보냄 반영 · 규칙 4-9 주석 빠진 표 넷 - 글자·수·칸 그대로 · pum_md_tool check 통과 · 상태 검증대기 유지 Co-Authored-By: Claude Opus 5 (1M context) Claude-Session: https://claude.ai/code/session_016WRFJmmhPi4exAzHgPZHMT --- .../01_공통부문/제06장_철근콘크리트공사/6-01_콘크리트.md | 6 ++++-- 1 file changed, 4 insertions(+), 2 deletions(-) diff --git a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제06장_철근콘크리트공사/6-01_콘크리트.md b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제06장_철근콘크리트공사/6-01_콘크리트.md index 24a9bf23..24d2bc3e 100644 --- a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제06장_철근콘크리트공사/6-01_콘크리트.md +++ b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제06장_철근콘크리트공사/6-01_콘크리트.md @@ -33,7 +33,7 @@ PDF쪽: 185~188 | | 보통인부 | - | 인 | 1 | | | | | 굴착기 | (0.6∼0.8㎥) | 대 | 1 | | | | 비고 | - 개소별 소량(12㎥ 이하)의 타설 위치가 산재하는 경우 본 시공량을 50%까지 감하여 적용한다.
- 본 품의 타설 유형은 다음의 경우에 적용한다. | | | | | | - + | 구분 | 내용 | |---|---| @@ -58,7 +58,7 @@ PDF쪽: 185~188 | | 보통인부 | 인 | 0.46 | 0.68 | 0.94 | | 인력비빔타설 | 콘크리트공 | 인 | 0.85 | 0.87 | 1.29 | | | 보통인부 | 인 | 0.82 | 0.99 | 1.36 | - + [주] ① 본 품은 현장 내 콘크리트 운반, 타설, 다짐 및 양생준비를 포함한다. @@ -203,6 +203,7 @@ PDF쪽: 185~188 |---|---|---| | 특별인부 | 인 | 0.12 | | 보통인부 | 인 | 0.02 | + [주] ① 본 품은 소형치핑장비(소형브레이커, 치핑기)를 활용한 인력에 의한 작업 기준이다. @@ -219,6 +220,7 @@ PDF쪽: 185~188 |---|---|---| | 중급품질관리기술인 | 인 | 0.013 | | 보통인부 | 인 | 0.013 | + [주] ① 본 품은 굳지않은 콘크리트 시험(압축강도)에 필요한 현장양생용 공시체 제작(3개/조)을 기준한다. From 594532cd0f26dff92c83a44d63a3d0064096fbf0 Mon Sep 17 00:00:00 2001 From: umsangdon Date: Sat, 19 Sep 2026 02:45:33 +0900 Subject: [PATCH 14/35] =?UTF-8?q?knowledge(=ED=92=88=EC=85=88md):=20?= =?UTF-8?q?=EA=B1=B4=EC=84=A4=20=EA=B3=B5=ED=86=B5=206-2=20=EC=B2=A0?= =?UTF-8?q?=EA=B7=BC=20=EC=84=A0=20=EC=97=86=EC=9D=B4=20=EC=B0=8D=ED=9E=8C?= =?UTF-8?q?=20=EC=A4=84=20=EC=A3=BC=EC=84=9D=20=EB=B3=B4=ED=83=AC?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit - sub_laptop_4 ③ 돌려보냄 반영 · 규칙 4-9 주석 빠진 표 하나 - 글자·수·칸 그대로 · pum_md_tool check 통과 · 상태 검증대기 유지 Co-Authored-By: Claude Opus 5 (1M context) Claude-Session: https://claude.ai/code/session_016WRFJmmhPi4exAzHgPZHMT --- .../본문/01_공통부문/제06장_철근콘크리트공사/6-02_철근.md | 1 + 1 file changed, 1 insertion(+) diff --git a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제06장_철근콘크리트공사/6-02_철근.md b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제06장_철근콘크리트공사/6-02_철근.md index 1d20a750..748bd168 100644 --- a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제06장_철근콘크리트공사/6-02_철근.md +++ b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제06장_철근콘크리트공사/6-02_철근.md @@ -93,6 +93,7 @@ PDF쪽: 189~191 |---|---|---|---|---| | 철근공 | 인 | 0.23 | 0.30 | 0.38 | | 보통인부 | 인 | 0.03 | 0.04 | 0.06 | + [주] ① 본 품에는 가공 및 상차작업이 포함되어 있다. From b6aabe8959459b69c8d9e0e65e14a2c83d625dcc Mon Sep 17 00:00:00 2001 From: umsangdon Date: Sat, 19 Sep 2026 02:45:34 +0900 Subject: [PATCH 15/35] =?UTF-8?q?knowledge(=ED=92=88=EC=85=88md):=20?= =?UTF-8?q?=EA=B1=B4=EC=84=A4=20=EA=B3=B5=ED=86=B5=206-3=20=EA=B1=B0?= =?UTF-8?q?=ED=91=B8=EC=A7=91=20=EC=84=A0=20=EC=97=86=EC=9D=B4=20=EC=B0=8D?= =?UTF-8?q?=ED=9E=8C=20=EC=A4=84=20=EC=A3=BC=EC=84=9D=20=EB=B3=B4=ED=83=AC?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit - sub_laptop_4 ③ 돌려보냄 반영 · 규칙 4-9 주석 빠진 표 열여섯 · 6-3-7 끝 마침표 없음 원문 그대로 주석 - 글자·수·칸 그대로 · pum_md_tool check 통과 · 상태 검증대기 유지 Co-Authored-By: Claude Opus 5 (1M context) Claude-Session: https://claude.ai/code/session_016WRFJmmhPi4exAzHgPZHMT --- .../제06장_철근콘크리트공사/6-03_거푸집.md | 22 ++++++++++++++----- 1 file changed, 17 insertions(+), 5 deletions(-) diff --git a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제06장_철근콘크리트공사/6-03_거푸집.md b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제06장_철근콘크리트공사/6-03_거푸집.md index 43a68380..2dbc6294 100644 --- a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제06장_철근콘크리트공사/6-03_거푸집.md +++ b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제06장_철근콘크리트공사/6-03_거푸집.md @@ -143,7 +143,7 @@ PDF쪽: 191~199 | 교각 | 형틀목공 | 인 | 4 | 55 | | | 보통인부 | 인 | 1 | | | | 크레인 | 대 | 1 | | - + [주] ① 일반 유형은 빔 제작 등 고소 작업이 불필요하고 설치 및 해체가 동일 조건에서 반복 발생하는 시설에 적용하며, 코핑/교각은 고소작업이 필요한 교량의 교각 및 코핑과 같은 시공조건에서 강재거푸집을 설치․해체하는 기준이다. @@ -213,6 +213,7 @@ PDF쪽: 191~199 |---|---|---| | 형틀목공 | 인 | 0.07 | | 보통인부 | 인 | 0.03 | + [주] ① 본 품은 거푸집에 문양거푸집(판넬)의 설치 및 해체 (1회사용)작업을 기준한 것이다. @@ -229,7 +230,7 @@ PDF쪽: 191~199 | | 보통인부 | 〃 | 0.17 | 0.25 | 0.30 | 0.40 | 0.50 | | | 벽체 | 특별인부 | 〃 | 0.23 | 0.26 | 0.31 | 0.37 | 0.42 | H = 1.0m
기준 | | | 보통인부 | 〃 | 0.39 | 0.47 | 0.63 | 0.80 | 0.97 | | - + [주] ① 본 품은 기성 제품인 합성수지 원형 맨홀거푸집을 조립 해체하는 품이다. @@ -249,7 +250,7 @@ PDF쪽: 191~199 | 비계공 | 인 | 0.199 | 특수비계공 | 인 | 0.154 | | 보통인부 | 인 | 0.091 | 보통인부 | 인 | 0.064 | | 크레인 | hr | 0.132 | 크레인 | hr | 0.170 | - + [주] ① 슬립폼 제작비용은 별도계상하되, 단면형상은 고정단면을 기준으로 한 것이다. @@ -265,6 +266,7 @@ PDF쪽: 191~199 |---|---|---| | 기계설비공 | 인 | 0.034 | | 보통인부 | 인 | 0.073 | + [주] ① 거푸집 높이는 1.2m기준이나, 적용면적은 벽체 전체면적에 해당된다. @@ -279,6 +281,7 @@ PDF쪽: 191~199 |---|---|---| | 철근공 | 인/ton | 0.887 | | 콘크리트공 | 인/㎥ | 0.125 | + [주] ① 본 품은 슬립폼 내부에서 철근조립 및 콘크리트 타설 기준이며, 철근가공은 ‘[공통부문] 6-2-2 현장가공’의 품에 준하여 적용한다. @@ -292,6 +295,7 @@ PDF쪽: 191~199 #### 1. 적용범위 \- 본 품은 철근콘크리트 벽식구조에서 일반 알루미늄폼의 조립·해체하는 기준이다 + \- 본 품에는 조립, 해체, 청소, 보수작업이 포함되어 있으며, 동바리 설치 및 해체는 별도 계상한다. \- 알루미늄 판넬은 150회 사용을 기준한다. \- 재료 및 기계경비는 별도 계상한다. @@ -302,6 +306,7 @@ PDF쪽: 191~199 | 셋팅층 | 알루미늄폼이 설치되는 최저층 | | 마감층 | 알루미늄폼이 해체되는 최상층 | | 일반층 | 전체층수-2개층(셋팅층, 마감층) | + \- 본 품은 단면에 변화가 없는 기준이며, 단면의 형태 및 크기에 변화가 발생되는 경우 현장 여건에 따라 ‘셋팅층 및 마감층의 설치 및 해체’를 조정하여 별도 계상한다. @@ -317,7 +322,7 @@ PDF쪽: 191~199 | | 보통인부 | 인 | 1 | | | 일반층 | 형틀목공 | 인 | 4 | 70 | | | 보통인부 | 인 | 1 | | - + [주] ① 셋팅층은 알루미늄폼을 현장 반입하여 최저층에서 최초 조립·해체하는 기준이다. @@ -342,6 +347,7 @@ PDF쪽: 191~199 | 셋팅층 | 갱폼이 설치되는 최저층 | | 마감층 | 갱폼이 해체되는 최상층 | | 일반층 | 전체층수-2개층(셋팅층, 마감층) | + \- 본 품은 단면에 변화가 없는 기준이며, 단면의 형태 및 크기에 변화가 발생되는 경우 현장 여건에 따라 ‘셋팅층 및 마감층의 설치 및 해체’을 조정하여 별도 계상한다. @@ -358,7 +364,7 @@ PDF쪽: 191~199 | | 보통인부 | 인 | 1 | | | 일반층 | 형틀목공 | 인 | 5 | 90 | | | 보통인부 | 인 | 1 | | - + [주] ① 셋팅층은 갱폼을 현장 반입하여 최저층에서 최초 조립, 해체하는 기준이다. @@ -375,6 +381,7 @@ PDF쪽: 191~199 |---|---|---| | 특별인부 | 인 | 0.151 | | 보통인부 | 인 | 0.116 | + [주] ① 본 품은 PVC 용접기를 사용한 지수판 설치를 기준한 것이다. @@ -388,6 +395,7 @@ PDF쪽: 191~199 | PVC 지수판 | 200×5t | m | 1.04 | | PVC 용접봉 | | ㎏ | 0.042 | | 철선 | #8 | ㎏ | 0.21 | + ※ 재료량은 할증이 포함되어 있으며, 설계에 따라 재료를 증감할 수 있다. @@ -399,6 +407,7 @@ PDF쪽: 191~199 |---|---|---| | 특별인부 | 인 | 0.085 | | 보통인부 | 인 | 0.029 | + [주] ① 본 품은 지수판 연결재(소켓)를 사용한 지수판 설치를 기준한 것이다. @@ -414,6 +423,7 @@ PDF쪽: 191~199 |---|---|---| | 형틀목공 | 인 | 0.043 | | 보통인부 | 인 | 0.009 | + [주] ① 본 품은 콘크리트 구조물의 신축이음부 설치를 기준한 것이다. @@ -428,6 +438,7 @@ PDF쪽: 191~199 |---|---|---| | 형틀목공 | 인 | 0.029 | | 보통인부 | 인 | 0.006 | + [주] ① 본 품은 콘크리트 구조물의 신축이음부 설치를 기준한 것이다. @@ -441,6 +452,7 @@ PDF쪽: 191~199 |---|---|---| | 방수공 | 인 | 0.021 | | 보통인부 | 인 | 0.004 | + [주] ① 본 품은 콘크리트 구조물의 신축이음부 마감을 기준한 것이다. From 68cd5191a77beafbc81a23884c3c7984ff8c97d5 Mon Sep 17 00:00:00 2001 From: umsangdon Date: Sat, 19 Sep 2026 02:47:51 +0900 Subject: [PATCH 16/35] =?UTF-8?q?knowledge(=ED=92=88=EC=85=88md):=20?= =?UTF-8?q?=EC=82=B0=EB=A6=BC=20=EC=A0=9C3=EC=9E=A5=20=EC=9E=91=EC=97=85?= =?UTF-8?q?=EC=9E=A5=20=EA=B4=80=EB=A6=AC=20=EA=B2=80=EC=A6=9D=20=ED=99=95?= =?UTF-8?q?=EC=A0=95?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit - ③ 자리 대조 — 쪽 그림과 표마다 칸·병합·머리·밑수·[주] 맞음 · check 통과 Co-Authored-By: Claude Opus 5 (1M context) Claude-Session: https://claude.ai/code/session_016WRFJmmhPi4exAzHgPZHMT --- .../산림_표준품셈/본문/제03장_작업장_관리/0-00_장머리.md | 6 +++--- 1 file changed, 3 insertions(+), 3 deletions(-) diff --git a/resources/knowledge/original/원가계산/산림_표준품셈/본문/제03장_작업장_관리/0-00_장머리.md b/resources/knowledge/original/원가계산/산림_표준품셈/본문/제03장_작업장_관리/0-00_장머리.md index c0ab153b..e6501a8f 100644 --- a/resources/knowledge/original/원가계산/산림_표준품셈/본문/제03장_작업장_관리/0-00_장머리.md +++ b/resources/knowledge/original/원가계산/산림_표준품셈/본문/제03장_작업장_관리/0-00_장머리.md @@ -5,12 +5,12 @@ PDF쪽: 52 인쇄쪽: 40 시작표지: 제3장 작업장 관리 끝표지: 3-1. 경계표시 -상태: 검증대기 +상태: 확정 작성: sub_laptop_2 -검증: +검증: sub_laptop_3 원천: 글자층 기계검사: 통과 · ①수 결손 0 허구 0 · ②글자 빠짐 0 더함 0 -확정지문: +확정지문: 13fc6bb97b299c6e4692d044de7067c5e3ab8049287c2ed6e1628e641f15d1ab --- # 제3장 작업장 관리 From 2b5639b8717c66b9723cda4722c132cadc8a8e12 Mon Sep 17 00:00:00 2001 From: umsangdon Date: Sat, 19 Sep 2026 02:47:52 +0900 Subject: [PATCH 17/35] =?UTF-8?q?knowledge(=ED=92=88=EC=85=88md):=20?= =?UTF-8?q?=EC=82=B0=EB=A6=BC=203-1=20=EA=B2=BD=EA=B3=84=ED=91=9C=EC=8B=9C?= =?UTF-8?q?=20=EA=B2=80=EC=A6=9D=20=ED=99=95=EC=A0=95?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit - ③ 자리 대조 — 쪽 그림과 표마다 칸·병합·머리·밑수·[주] 맞음 · check 통과 Co-Authored-By: Claude Opus 5 (1M context) Claude-Session: https://claude.ai/code/session_016WRFJmmhPi4exAzHgPZHMT --- .../산림_표준품셈/본문/제03장_작업장_관리/3-01_경계표시.md | 6 +++--- 1 file changed, 3 insertions(+), 3 deletions(-) diff --git a/resources/knowledge/original/원가계산/산림_표준품셈/본문/제03장_작업장_관리/3-01_경계표시.md b/resources/knowledge/original/원가계산/산림_표준품셈/본문/제03장_작업장_관리/3-01_경계표시.md index da279186..ebf673de 100644 --- a/resources/knowledge/original/원가계산/산림_표준품셈/본문/제03장_작업장_관리/3-01_경계표시.md +++ b/resources/knowledge/original/원가계산/산림_표준품셈/본문/제03장_작업장_관리/3-01_경계표시.md @@ -5,12 +5,12 @@ PDF쪽: 52 인쇄쪽: 40 시작표지: 3-1. 경계표시 끝표지: 3-2. 작업로 선정 -상태: 검증대기 +상태: 확정 작성: sub_laptop_2 -검증: +검증: sub_laptop_3 원천: 글자층 기계검사: 통과 · ①수 결손 0 허구 0 · ②글자 빠짐 0 더함 0 -확정지문: +확정지문: 4a0ae43ed890bc2d9cfb17509db0cde1ad1a0c9667768553220550f28c395a7d --- ## 3-1. 경계표시 From a9f0643324963f9f10661db289fd088ceae0837d Mon Sep 17 00:00:00 2001 From: umsangdon Date: Sat, 19 Sep 2026 02:47:53 +0900 Subject: [PATCH 18/35] =?UTF-8?q?knowledge(=ED=92=88=EC=85=88md):=20?= =?UTF-8?q?=EC=82=B0=EB=A6=BC=203-2=20=EC=9E=91=EC=97=85=EB=A1=9C=20?= =?UTF-8?q?=EC=84=A0=EC=A0=95=20=EA=B2=80=EC=A6=9D=20=ED=99=95=EC=A0=95?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit - ③ 자리 대조 — 쪽 그림과 표마다 칸·병합·머리·밑수·[주] 맞음 · check 통과 Co-Authored-By: Claude Opus 5 (1M context) Claude-Session: https://claude.ai/code/session_016WRFJmmhPi4exAzHgPZHMT --- .../본문/제03장_작업장_관리/3-02_작업로_선정.md | 6 +++--- 1 file changed, 3 insertions(+), 3 deletions(-) diff --git a/resources/knowledge/original/원가계산/산림_표준품셈/본문/제03장_작업장_관리/3-02_작업로_선정.md b/resources/knowledge/original/원가계산/산림_표준품셈/본문/제03장_작업장_관리/3-02_작업로_선정.md index b3ba5fba..aa5456ce 100644 --- a/resources/knowledge/original/원가계산/산림_표준품셈/본문/제03장_작업장_관리/3-02_작업로_선정.md +++ b/resources/knowledge/original/원가계산/산림_표준품셈/본문/제03장_작업장_관리/3-02_작업로_선정.md @@ -5,12 +5,12 @@ PDF쪽: 52 인쇄쪽: 40 시작표지: 3-2. 작업로 선정 끝표지: 3-3. 작업로 설치 -상태: 검증대기 +상태: 확정 작성: sub_laptop_2 -검증: +검증: sub_laptop_3 원천: 글자층 기계검사: 통과 · ①수 결손 0 허구 0 · ②글자 빠짐 0 더함 0 -확정지문: +확정지문: a0c834e83bd6157c5217fb1ae88d8690dc4e941bb5aed533f3e5c1bc4f5bdf92 --- ## 3-2. 작업로 선정 From b065d0d6e16ef45164fb452246e138bfaa98aa4f Mon Sep 17 00:00:00 2001 From: umsangdon Date: Sat, 19 Sep 2026 02:47:53 +0900 Subject: [PATCH 19/35] =?UTF-8?q?knowledge(=ED=92=88=EC=85=88md):=20?= =?UTF-8?q?=EC=82=B0=EB=A6=BC=203-3=20=EC=9E=91=EC=97=85=EB=A1=9C=20?= =?UTF-8?q?=EC=84=A4=EC=B9=98=20=EA=B2=80=EC=A6=9D=20=ED=99=95=EC=A0=95?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit - ③ 자리 대조 — 쪽 그림과 표마다 칸·병합·머리·밑수·[주] 맞음 · check 통과 Co-Authored-By: Claude Opus 5 (1M context) Claude-Session: https://claude.ai/code/session_016WRFJmmhPi4exAzHgPZHMT --- .../본문/제03장_작업장_관리/3-03_작업로_설치.md | 6 +++--- 1 file changed, 3 insertions(+), 3 deletions(-) diff --git a/resources/knowledge/original/원가계산/산림_표준품셈/본문/제03장_작업장_관리/3-03_작업로_설치.md b/resources/knowledge/original/원가계산/산림_표준품셈/본문/제03장_작업장_관리/3-03_작업로_설치.md index 652e93f9..55000d5e 100644 --- a/resources/knowledge/original/원가계산/산림_표준품셈/본문/제03장_작업장_관리/3-03_작업로_설치.md +++ b/resources/knowledge/original/원가계산/산림_표준품셈/본문/제03장_작업장_관리/3-03_작업로_설치.md @@ -5,12 +5,12 @@ PDF쪽: 52~53 인쇄쪽: 40~41 시작표지: 3-3. 작업로 설치 끝표지: 3-4. 임산물 운반로 신설 및 보수·복구 -상태: 검증대기 +상태: 확정 작성: sub_laptop_2 -검증: +검증: sub_laptop_3 원천: 글자층 기계검사: 통과 · ①수 결손 0 허구 0 · ②글자 빠짐 0 더함 0 -확정지문: +확정지문: 4791bf4bec5f437108d842d7c8b074736a6fd88995919ac1e320e924d9c3d93f --- ## 3-3. 작업로 설치 From 183c77ad3e108efbc3d2514ac55e41757fd2ee41 Mon Sep 17 00:00:00 2001 From: umsangdon Date: Sat, 19 Sep 2026 02:47:54 +0900 Subject: [PATCH 20/35] =?UTF-8?q?knowledge(=ED=92=88=EC=85=88md):=20?= =?UTF-8?q?=EC=82=B0=EB=A6=BC=203-4=20=EC=9E=84=EC=82=B0=EB=AC=BC=20?= =?UTF-8?q?=EC=9A=B4=EB=B0=98=EB=A1=9C=20=EC=8B=A0=EC=84=A4=20=EB=B0=8F=20?= =?UTF-8?q?=EB=B3=B4=EC=88=98=C2=B7=EB=B3=B5=EA=B5=AC=20=EA=B2=80=EC=A6=9D?= =?UTF-8?q?=20=ED=99=95=EC=A0=95?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit - ③ 자리 대조 — 쪽 그림과 표마다 칸·병합·머리·밑수·[주] 맞음 · check 통과 Co-Authored-By: Claude Opus 5 (1M context) Claude-Session: https://claude.ai/code/session_016WRFJmmhPi4exAzHgPZHMT --- .../3-04_임산물_운반로_신설_및_보수·복구.md | 6 +++--- 1 file changed, 3 insertions(+), 3 deletions(-) diff --git a/resources/knowledge/original/원가계산/산림_표준품셈/본문/제03장_작업장_관리/3-04_임산물_운반로_신설_및_보수·복구.md b/resources/knowledge/original/원가계산/산림_표준품셈/본문/제03장_작업장_관리/3-04_임산물_운반로_신설_및_보수·복구.md index 19356849..879c8756 100644 --- a/resources/knowledge/original/원가계산/산림_표준품셈/본문/제03장_작업장_관리/3-04_임산물_운반로_신설_및_보수·복구.md +++ b/resources/knowledge/original/원가계산/산림_표준품셈/본문/제03장_작업장_관리/3-04_임산물_운반로_신설_및_보수·복구.md @@ -5,12 +5,12 @@ PDF쪽: 53~55 인쇄쪽: 41~43 시작표지: 3-4. 임산물 운반로 신설 및 보수·복구 끝표지: 3-5. 예정지정리 -상태: 검증대기 +상태: 확정 작성: sub_laptop_2 -검증: +검증: sub_laptop_3 원천: 글자층 기계검사: 통과 · ①수 결손 0 허구 0 · ②글자 빠짐 0 더함 0 · 글자층 밖 글리프 14개(54쪽) · 받아씀 14자 -확정지문: +확정지문: e428080fcef7ed33a80fd28a315e364a7dda9a54da10ccde1f47abe805705cba --- ## 3-4. 임산물 운반로 신설 및 보수·복구 From ef56577e34e7a21a5dcf907abbea0535390278ca Mon Sep 17 00:00:00 2001 From: umsangdon Date: Sat, 19 Sep 2026 02:47:54 +0900 Subject: [PATCH 21/35] =?UTF-8?q?knowledge(=ED=92=88=EC=85=88md):=20?= =?UTF-8?q?=EC=82=B0=EB=A6=BC=203-5=20=EC=98=88=EC=A0=95=EC=A7=80=EC=A0=95?= =?UTF-8?q?=EB=A6=AC=20=EA=B2=80=EC=A6=9D=20=ED=99=95=EC=A0=95?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit - ③ 자리 대조 — 쪽 그림과 표마다 칸·병합·머리·밑수·[주] 맞음 · check 통과 Co-Authored-By: Claude Opus 5 (1M context) Claude-Session: https://claude.ai/code/session_016WRFJmmhPi4exAzHgPZHMT --- .../본문/제03장_작업장_관리/3-05_예정지정리.md | 6 +++--- 1 file changed, 3 insertions(+), 3 deletions(-) diff --git a/resources/knowledge/original/원가계산/산림_표준품셈/본문/제03장_작업장_관리/3-05_예정지정리.md b/resources/knowledge/original/원가계산/산림_표준품셈/본문/제03장_작업장_관리/3-05_예정지정리.md index 5db31dd3..13589fb6 100644 --- a/resources/knowledge/original/원가계산/산림_표준품셈/본문/제03장_작업장_관리/3-05_예정지정리.md +++ b/resources/knowledge/original/원가계산/산림_표준품셈/본문/제03장_작업장_관리/3-05_예정지정리.md @@ -5,12 +5,12 @@ PDF쪽: 56~57 인쇄쪽: 44~45 시작표지: 3-5. 예정지정리 끝표지: 3-6. 산물 임내정리 -상태: 검증대기 +상태: 확정 작성: sub_laptop_2 -검증: +검증: sub_laptop_3 원천: 글자층 기계검사: 통과 · ①수 결손 0 허구 0 · ②글자 빠짐 0 더함 0 -확정지문: +확정지문: 1e726f3320b2d989cb801972ccef1551992904d088aef75b0f880c6f444e01fd --- ## 3-5. 예정지정리 From a15ab4fedcaea64b8dd7dfc28fcee3d7aa1aa942 Mon Sep 17 00:00:00 2001 From: umsangdon Date: Sat, 19 Sep 2026 02:47:55 +0900 Subject: [PATCH 22/35] =?UTF-8?q?knowledge(=ED=92=88=EC=85=88md):=20?= =?UTF-8?q?=EC=82=B0=EB=A6=BC=203-6=20=EC=82=B0=EB=AC=BC=20=EC=9E=84?= =?UTF-8?q?=EB=82=B4=EC=A0=95=EB=A6=AC=20=EA=B2=80=EC=A6=9D=20=ED=99=95?= =?UTF-8?q?=EC=A0=95?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit - ③ 자리 대조 — 쪽 그림과 표마다 칸·병합·머리·밑수·[주] 맞음 · check 통과 Co-Authored-By: Claude Opus 5 (1M context) Claude-Session: https://claude.ai/code/session_016WRFJmmhPi4exAzHgPZHMT --- .../본문/제03장_작업장_관리/3-06_산물_임내정리.md | 6 +++--- 1 file changed, 3 insertions(+), 3 deletions(-) diff --git a/resources/knowledge/original/원가계산/산림_표준품셈/본문/제03장_작업장_관리/3-06_산물_임내정리.md b/resources/knowledge/original/원가계산/산림_표준품셈/본문/제03장_작업장_관리/3-06_산물_임내정리.md index 99615038..d5c6e9ac 100644 --- a/resources/knowledge/original/원가계산/산림_표준품셈/본문/제03장_작업장_관리/3-06_산물_임내정리.md +++ b/resources/knowledge/original/원가계산/산림_표준품셈/본문/제03장_작업장_관리/3-06_산물_임내정리.md @@ -5,12 +5,12 @@ PDF쪽: 57 인쇄쪽: 45 시작표지: 3-6. 산물 임내정리 끝표지: 3-7. 재해산물 수집 -상태: 검증대기 +상태: 확정 작성: sub_laptop_2 -검증: +검증: sub_laptop_3 원천: 글자층 기계검사: 통과 · ①수 결손 0 허구 0 · ②글자 빠짐 0 더함 0 -확정지문: +확정지문: 3fb71bc4341797133352702a33fe242f0577a19e9269a2fa5c37718ae08ec6e0 --- ## 3-6. 산물 임내정리 From 1463d9819ee4dc3baa4d305cfd48865ffa048986 Mon Sep 17 00:00:00 2001 From: umsangdon Date: Sat, 19 Sep 2026 02:47:56 +0900 Subject: [PATCH 23/35] =?UTF-8?q?knowledge(=ED=92=88=EC=85=88md):=20?= =?UTF-8?q?=EC=82=B0=EB=A6=BC=203-7=20=EC=9E=AC=ED=95=B4=EC=82=B0=EB=AC=BC?= =?UTF-8?q?=20=EC=88=98=EC=A7=91=20=EA=B2=80=EC=A6=9D=20=ED=99=95=EC=A0=95?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit - ③ 자리 대조 — 쪽 그림과 표마다 칸·병합·머리·밑수·[주] 맞음 · check 통과 Co-Authored-By: Claude Opus 5 (1M context) Claude-Session: https://claude.ai/code/session_016WRFJmmhPi4exAzHgPZHMT --- .../본문/제03장_작업장_관리/3-07_재해산물_수집.md | 6 +++--- 1 file changed, 3 insertions(+), 3 deletions(-) diff --git a/resources/knowledge/original/원가계산/산림_표준품셈/본문/제03장_작업장_관리/3-07_재해산물_수집.md b/resources/knowledge/original/원가계산/산림_표준품셈/본문/제03장_작업장_관리/3-07_재해산물_수집.md index 111b11b8..a636f582 100644 --- a/resources/knowledge/original/원가계산/산림_표준품셈/본문/제03장_작업장_관리/3-07_재해산물_수집.md +++ b/resources/knowledge/original/원가계산/산림_표준품셈/본문/제03장_작업장_관리/3-07_재해산물_수집.md @@ -5,12 +5,12 @@ PDF쪽: 58 인쇄쪽: 46 시작표지: 3-7. 재해산물 수집 끝표지: 3-8. 드론 영상 촬영 -상태: 검증대기 +상태: 확정 작성: sub_laptop_2 -검증: +검증: sub_laptop_3 원천: 글자층 기계검사: 통과 · ①수 결손 0 허구 0 · ②글자 빠짐 0 더함 0 -확정지문: +확정지문: 163c16254239ad72c842ec2db9fb552e1a71e6f87a9b078b3cbd6cea00b58ba7 --- ## 3-7. 재해산물 수집 From 1073f8a6364ae68610d3a2902903d04f43b75a58 Mon Sep 17 00:00:00 2001 From: umsangdon Date: Sat, 19 Sep 2026 02:47:56 +0900 Subject: [PATCH 24/35] =?UTF-8?q?knowledge(=ED=92=88=EC=85=88md):=20?= =?UTF-8?q?=EC=82=B0=EB=A6=BC=203-8=20=EB=93=9C=EB=A1=A0=20=EC=98=81?= =?UTF-8?q?=EC=83=81=20=EC=B4=AC=EC=98=81=20=EA=B2=80=EC=A6=9D=20=ED=99=95?= =?UTF-8?q?=EC=A0=95?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit - ③ 자리 대조 — 쪽 그림과 표마다 칸·병합·머리·밑수·[주] 맞음 · check 통과 Co-Authored-By: Claude Opus 5 (1M context) Claude-Session: https://claude.ai/code/session_016WRFJmmhPi4exAzHgPZHMT --- .../본문/제03장_작업장_관리/3-08_드론_영상_촬영.md | 6 +++--- 1 file changed, 3 insertions(+), 3 deletions(-) diff --git a/resources/knowledge/original/원가계산/산림_표준품셈/본문/제03장_작업장_관리/3-08_드론_영상_촬영.md b/resources/knowledge/original/원가계산/산림_표준품셈/본문/제03장_작업장_관리/3-08_드론_영상_촬영.md index 6e580e96..de9fc992 100644 --- a/resources/knowledge/original/원가계산/산림_표준품셈/본문/제03장_작업장_관리/3-08_드론_영상_촬영.md +++ b/resources/knowledge/original/원가계산/산림_표준품셈/본문/제03장_작업장_관리/3-08_드론_영상_촬영.md @@ -5,12 +5,12 @@ PDF쪽: 58 인쇄쪽: 46 시작표지: 3-8. 드론 영상 촬영 끝표지: 제4장 나무베기 -상태: 검증대기 +상태: 확정 작성: sub_laptop_2 -검증: +검증: sub_laptop_3 원천: 글자층 기계검사: 통과 · ①수 결손 0 허구 0 · ②글자 빠짐 0 더함 0 -확정지문: +확정지문: 2e2682745fe771608822542ec22ff2f512b66f29dccf369973409d1e740980b7 --- ## 3-8. 드론 영상 촬영 From 04e0ba463f740cb617f4d2e9e89b99367e05c60d Mon Sep 17 00:00:00 2001 From: umsangdon Date: Sat, 19 Sep 2026 02:51:06 +0900 Subject: [PATCH 25/35] =?UTF-8?q?knowledge(=ED=92=88=EC=85=88md):=20?= =?UTF-8?q?=EA=B1=B4=EC=84=A4=20=EA=B3=B5=ED=86=B5=20=EC=A0=9C3=EC=9E=A5?= =?UTF-8?q?=20=ED=86=A0=EA=B3=B5=EC=82=AC=20=EA=B2=80=EC=A6=9D=20=ED=99=95?= =?UTF-8?q?=EC=A0=95?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit - ③ 자리 대조 — 쪽 그림과 표마다 칸·병합·머리·밑수·[주] 맞음 · check 통과 Co-Authored-By: Claude Opus 5 (1M context) Claude-Session: https://claude.ai/code/session_016WRFJmmhPi4exAzHgPZHMT --- .../본문/01_공통부문/제03장_토공사/0-00_장머리.md | 6 +++--- 1 file changed, 3 insertions(+), 3 deletions(-) diff --git a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/0-00_장머리.md b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/0-00_장머리.md index 9e1683fe..2bc40c04 100644 --- a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/0-00_장머리.md +++ b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/0-00_장머리.md @@ -5,12 +5,12 @@ PDF쪽: 123 인쇄쪽: 67 시작표지: 제3장 토공사 끝표지: 3-1 공통사항 -상태: 검증대기 +상태: 확정 작성: sub_laptop_2 -검증: +검증: sub_laptop_3 원천: 글자층 기계검사: 통과 · ①수 결손 0 허구 0 · ②글자 빠짐 0 더함 0 -확정지문: +확정지문: 5498797c2292101813cf5708fb53ac04ef0516a3b586358aacb8c779837a2226 --- # 제3장 토공사 From c5318ea8b4bee2ee16cc9d3aff2054f4cc0c53be Mon Sep 17 00:00:00 2001 From: umsangdon Date: Sat, 19 Sep 2026 02:51:07 +0900 Subject: [PATCH 26/35] =?UTF-8?q?knowledge(=ED=92=88=EC=85=88md):=20?= =?UTF-8?q?=EA=B1=B4=EC=84=A4=20=EA=B3=B5=ED=86=B5=203-1=20=EA=B3=B5?= =?UTF-8?q?=ED=86=B5=EC=82=AC=ED=95=AD=20=EA=B2=80=EC=A6=9D=20=ED=99=95?= =?UTF-8?q?=EC=A0=95?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit - ③ 자리 대조 — 쪽 그림과 표마다 칸·병합·머리·밑수·[주] 맞음 · check 통과 Co-Authored-By: Claude Opus 5 (1M context) Claude-Session: https://claude.ai/code/session_016WRFJmmhPi4exAzHgPZHMT --- .../본문/01_공통부문/제03장_토공사/3-01_공통사항.md | 6 +++--- 1 file changed, 3 insertions(+), 3 deletions(-) diff --git a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-01_공통사항.md b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-01_공통사항.md index 509e7e48..6ec85768 100644 --- a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-01_공통사항.md +++ b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-01_공통사항.md @@ -5,12 +5,12 @@ PDF쪽: 123 인쇄쪽: 67 시작표지: 3-1 공통사항 끝표지: 3-2 굴착 -상태: 검증대기 +상태: 확정 작성: sub_laptop_2 -검증: +검증: sub_laptop_3 원천: 글자층 기계검사: 통과 · ①수 결손 0 허구 0 · ②글자 빠짐 0 더함 0 -확정지문: +확정지문: c2622beacf4ff96eb35b538f2e921aaea0ea6f382e579f75d1c289f3d7ba1f62 --- ## 3-1 공통사항 From c6e3590effd702ed9b852c0826d94b903045d5ec Mon Sep 17 00:00:00 2001 From: umsangdon Date: Sat, 19 Sep 2026 02:51:08 +0900 Subject: [PATCH 27/35] =?UTF-8?q?knowledge(=ED=92=88=EC=85=88md):=20?= =?UTF-8?q?=EA=B1=B4=EC=84=A4=20=EA=B3=B5=ED=86=B5=203-2=20=EA=B5=B4?= =?UTF-8?q?=EC=B0=A9=20=EA=B2=80=EC=A6=9D=20=ED=99=95=EC=A0=95?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit - ③ 자리 대조 — 쪽 그림과 표마다 칸·병합·머리·밑수·[주] 맞음 · check 통과 Co-Authored-By: Claude Opus 5 (1M context) Claude-Session: https://claude.ai/code/session_016WRFJmmhPi4exAzHgPZHMT --- .../본문/01_공통부문/제03장_토공사/3-02_굴착.md | 6 +++--- 1 file changed, 3 insertions(+), 3 deletions(-) diff --git a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-02_굴착.md b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-02_굴착.md index 188e28ef..b71eaf68 100644 --- a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-02_굴착.md +++ b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-02_굴착.md @@ -5,12 +5,12 @@ PDF쪽: 123~126 인쇄쪽: 67~70 시작표지: 3-2 굴착 끝표지: 3-3 암발파 및 파쇄 -상태: 검증대기 +상태: 확정 작성: sub_laptop_2 -검증: +검증: sub_laptop_3 원천: 글자층 기계검사: 통과 · ①수 결손 0 허구 0 · ②글자 빠짐 0 더함 0 -확정지문: +확정지문: c1578dd7cf48f48323f599d709dee492f3e892d3d7a4dadd533717d81e86aeae --- ## 3-2 굴착 From f99a453fa3505eb3bf711c184820a475d576f1e5 Mon Sep 17 00:00:00 2001 From: umsangdon Date: Sat, 19 Sep 2026 02:51:08 +0900 Subject: [PATCH 28/35] =?UTF-8?q?knowledge(=ED=92=88=EC=85=88md):=20?= =?UTF-8?q?=EA=B1=B4=EC=84=A4=20=EA=B3=B5=ED=86=B5=203-3=20=EC=95=94?= =?UTF-8?q?=EB=B0=9C=ED=8C=8C=20=EB=B0=8F=20=ED=8C=8C=EC=87=84=20=EA=B2=80?= =?UTF-8?q?=EC=A6=9D=20=ED=99=95=EC=A0=95?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit - ③ 자리 대조 — 쪽 그림과 표마다 칸·병합·머리·밑수·[주] 맞음 · check 통과 Co-Authored-By: Claude Opus 5 (1M context) Claude-Session: https://claude.ai/code/session_016WRFJmmhPi4exAzHgPZHMT --- .../본문/01_공통부문/제03장_토공사/3-03_암발파_및_파쇄.md | 6 +++--- 1 file changed, 3 insertions(+), 3 deletions(-) diff --git a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-03_암발파_및_파쇄.md b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-03_암발파_및_파쇄.md index 0f99e3eb..28f137cd 100644 --- a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-03_암발파_및_파쇄.md +++ b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-03_암발파_및_파쇄.md @@ -5,12 +5,12 @@ PDF쪽: 126~130 인쇄쪽: 70~74 시작표지: 3-3 암발파 및 파쇄 끝표지: 3-4 쌓기 -상태: 검증대기 +상태: 확정 작성: sub_laptop_2 -검증: +검증: sub_laptop_3 원천: 글자층 기계검사: 통과 · ①수 결손 0 허구 0 · ②글자 빠짐 0 더함 0 -확정지문: +확정지문: f2af44df52c9974133739858debc947f05471fd61560b47c73fc698aaf8a8dc9 --- ## 3-3 암발파 및 파쇄 From 202c2f937de5b54e98a508e936cfa21ee372d9a3 Mon Sep 17 00:00:00 2001 From: umsangdon Date: Sat, 19 Sep 2026 02:51:09 +0900 Subject: [PATCH 29/35] =?UTF-8?q?knowledge(=ED=92=88=EC=85=88md):=20?= =?UTF-8?q?=EA=B1=B4=EC=84=A4=20=EA=B3=B5=ED=86=B5=203-4=20=EC=8C=93?= =?UTF-8?q?=EA=B8=B0=20=EA=B2=80=EC=A6=9D=20=ED=99=95=EC=A0=95?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit - ③ 자리 대조 — 쪽 그림과 표마다 칸·병합·머리·밑수·[주] 맞음 · check 통과 Co-Authored-By: Claude Opus 5 (1M context) Claude-Session: https://claude.ai/code/session_016WRFJmmhPi4exAzHgPZHMT --- .../본문/01_공통부문/제03장_토공사/3-04_쌓기.md | 6 +++--- 1 file changed, 3 insertions(+), 3 deletions(-) diff --git a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-04_쌓기.md b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-04_쌓기.md index c5721217..b0c50a35 100644 --- a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-04_쌓기.md +++ b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-04_쌓기.md @@ -5,12 +5,12 @@ PDF쪽: 130~133 인쇄쪽: 74~77 시작표지: 3-4 쌓기 끝표지: 3-5 절토부대공 -상태: 검증대기 +상태: 확정 작성: sub_laptop_2 -검증: +검증: sub_laptop_3 원천: 글자층 기계검사: 통과 · ①수 결손 0 허구 0 · ②글자 빠짐 0 더함 0 -확정지문: +확정지문: 4f71140b78abf0f4b1f39846488b10f14f2dfe2461eb5cb73b68b9c8d70253b5 --- ## 3-4 쌓기 From eec6f78f3654f5326ead2387ce5449cbe3c4e084 Mon Sep 17 00:00:00 2001 From: umsangdon Date: Sat, 19 Sep 2026 02:51:09 +0900 Subject: [PATCH 30/35] =?UTF-8?q?knowledge(=ED=92=88=EC=85=88md):=20?= =?UTF-8?q?=EA=B1=B4=EC=84=A4=20=EA=B3=B5=ED=86=B5=203-5=20=EC=A0=88?= =?UTF-8?q?=ED=86=A0=EB=B6=80=EB=8C=80=EA=B3=B5=20=EA=B2=80=EC=A6=9D=20?= =?UTF-8?q?=ED=99=95=EC=A0=95?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit - ③ 자리 대조 — 쪽 그림과 표마다 칸·병합·머리·밑수·[주] 맞음 · check 통과 Co-Authored-By: Claude Opus 5 (1M context) Claude-Session: https://claude.ai/code/session_016WRFJmmhPi4exAzHgPZHMT --- .../본문/01_공통부문/제03장_토공사/3-05_절토부대공.md | 6 +++--- 1 file changed, 3 insertions(+), 3 deletions(-) diff --git a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-05_절토부대공.md b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-05_절토부대공.md index daf863c2..2b52b828 100644 --- a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-05_절토부대공.md +++ b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-05_절토부대공.md @@ -5,12 +5,12 @@ PDF쪽: 133~134 인쇄쪽: 77~78 시작표지: 3-5 절토부대공 끝표지: 3-6 성토부대공 -상태: 검증대기 +상태: 확정 작성: sub_laptop_2 -검증: +검증: sub_laptop_3 원천: 글자층 기계검사: 통과 · ①수 결손 0 허구 0 · ②글자 빠짐 0 더함 0 -확정지문: +확정지문: 7222a5ba49e7ae3c1ce653883cdb2ccc8f5e1bb8f4cd211bbef1db560ba0b477 --- ## 3-5 절토부대공 From aefa32281b5baff59024030e1ca80028f52c3123 Mon Sep 17 00:00:00 2001 From: umsangdon Date: Sat, 19 Sep 2026 02:51:10 +0900 Subject: [PATCH 31/35] =?UTF-8?q?knowledge(=ED=92=88=EC=85=88md):=20?= =?UTF-8?q?=EA=B1=B4=EC=84=A4=20=EA=B3=B5=ED=86=B5=203-6=20=EC=84=B1?= =?UTF-8?q?=ED=86=A0=EB=B6=80=EB=8C=80=EA=B3=B5=20=EA=B2=80=EC=A6=9D=20?= =?UTF-8?q?=ED=99=95=EC=A0=95?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit - ③ 자리 대조 — 쪽 그림과 표마다 칸·병합·머리·밑수·[주] 맞음 · check 통과 Co-Authored-By: Claude Opus 5 (1M context) Claude-Session: https://claude.ai/code/session_016WRFJmmhPi4exAzHgPZHMT --- .../본문/01_공통부문/제03장_토공사/3-06_성토부대공.md | 6 +++--- 1 file changed, 3 insertions(+), 3 deletions(-) diff --git a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-06_성토부대공.md b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-06_성토부대공.md index 2fca0283..c6a42326 100644 --- a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-06_성토부대공.md +++ b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-06_성토부대공.md @@ -5,12 +5,12 @@ PDF쪽: 134 인쇄쪽: 78 시작표지: 3-6 성토부대공 끝표지: 3-7 비탈면 보호공 -상태: 검증대기 +상태: 확정 작성: sub_laptop_2 -검증: +검증: sub_laptop_3 원천: 글자층 기계검사: 통과 · ①수 결손 0 허구 0 · ②글자 빠짐 0 더함 0 -확정지문: +확정지문: 1c43f5ef7df810f3df4b2f52486de0727d853a2046dc1a1543add4cef9d9e5c4 --- ## 3-6 성토부대공 From 8ba2bd6c1690aff7403979c7a352003182a45d69 Mon Sep 17 00:00:00 2001 From: umsangdon Date: Sat, 19 Sep 2026 02:51:11 +0900 Subject: [PATCH 32/35] =?UTF-8?q?knowledge(=ED=92=88=EC=85=88md):=20?= =?UTF-8?q?=EA=B1=B4=EC=84=A4=20=EA=B3=B5=ED=86=B5=203-7=20=EB=B9=84?= =?UTF-8?q?=ED=83=88=EB=A9=B4=20=EB=B3=B4=ED=98=B8=EA=B3=B5=20=EA=B2=80?= =?UTF-8?q?=EC=A6=9D=20=ED=99=95=EC=A0=95?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit - ③ 자리 대조 — 쪽 그림과 표마다 칸·병합·머리·밑수·[주] 맞음 · check 통과 Co-Authored-By: Claude Opus 5 (1M context) Claude-Session: https://claude.ai/code/session_016WRFJmmhPi4exAzHgPZHMT --- .../본문/01_공통부문/제03장_토공사/3-07_비탈면_보호공.md | 6 +++--- 1 file changed, 3 insertions(+), 3 deletions(-) diff --git a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-07_비탈면_보호공.md b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-07_비탈면_보호공.md index 0fc7f3ee..67464c7e 100644 --- a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-07_비탈면_보호공.md +++ b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-07_비탈면_보호공.md @@ -5,12 +5,12 @@ PDF쪽: 134~138 인쇄쪽: 78~82 시작표지: 3-7 비탈면 보호공 끝표지: 3-8 보강토 옹벽 -상태: 검증대기 +상태: 확정 작성: sub_laptop_2 -검증: +검증: sub_laptop_3 원천: 글자층 기계검사: 통과 · ①수 결손 0 허구 0 · ②글자 빠짐 0 더함 0 -확정지문: +확정지문: 8bbdb00042ef60bed2a41e24efcf233aa8854a245346f17abd8829e19d23a913 --- ## 3-7 비탈면 보호공 From 17e119b84733c7adb36daeb9982453b6a320415e Mon Sep 17 00:00:00 2001 From: umsangdon Date: Sat, 19 Sep 2026 02:51:11 +0900 Subject: [PATCH 33/35] =?UTF-8?q?knowledge(=ED=92=88=EC=85=88md):=20?= =?UTF-8?q?=EA=B1=B4=EC=84=A4=20=EA=B3=B5=ED=86=B5=203-8=20=EB=B3=B4?= =?UTF-8?q?=EA=B0=95=ED=86=A0=20=EC=98=B9=EB=B2=BD=20=EA=B2=80=EC=A6=9D=20?= =?UTF-8?q?=ED=99=95=EC=A0=95?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit - ③ 자리 대조 — 쪽 그림과 표마다 칸·병합·머리·밑수·[주] 맞음 · check 통과 Co-Authored-By: Claude Opus 5 (1M context) Claude-Session: https://claude.ai/code/session_016WRFJmmhPi4exAzHgPZHMT --- .../본문/01_공통부문/제03장_토공사/3-08_보강토_옹벽.md | 6 +++--- 1 file changed, 3 insertions(+), 3 deletions(-) diff --git a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-08_보강토_옹벽.md b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-08_보강토_옹벽.md index 39361047..0bc5d286 100644 --- a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-08_보강토_옹벽.md +++ b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-08_보강토_옹벽.md @@ -5,12 +5,12 @@ PDF쪽: 138~139 인쇄쪽: 82~83 시작표지: 3-8 보강토 옹벽 끝표지: 3-9 벌개제근 -상태: 검증대기 +상태: 확정 작성: sub_laptop_2 -검증: +검증: sub_laptop_3 원천: 글자층 기계검사: 통과 · ①수 결손 0 허구 0 · ②글자 빠짐 0 더함 0 -확정지문: +확정지문: 5c23a2dd4bab880dee3cf50c7cf21521fd7549d9ee9cb4c6b8f240cef8ad5856 --- ## 3-8 보강토 옹벽 From bac1134c4efa04c8c49b79b2614fc1076b295b89 Mon Sep 17 00:00:00 2001 From: umsangdon Date: Sat, 19 Sep 2026 02:51:12 +0900 Subject: [PATCH 34/35] =?UTF-8?q?knowledge(=ED=92=88=EC=85=88md):=20?= =?UTF-8?q?=EA=B1=B4=EC=84=A4=20=EA=B3=B5=ED=86=B5=203-9=20=EB=B2=8C?= =?UTF-8?q?=EA=B0=9C=EC=A0=9C=EA=B7=BC=20=EA=B2=80=EC=A6=9D=20=ED=99=95?= =?UTF-8?q?=EC=A0=95?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit - ③ 자리 대조 — 쪽 그림과 표마다 칸·병합·머리·밑수·[주] 맞음 · check 통과 Co-Authored-By: Claude Opus 5 (1M context) Claude-Session: https://claude.ai/code/session_016WRFJmmhPi4exAzHgPZHMT --- .../본문/01_공통부문/제03장_토공사/3-09_벌개제근.md | 6 +++--- 1 file changed, 3 insertions(+), 3 deletions(-) diff --git a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-09_벌개제근.md b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-09_벌개제근.md index 2d598777..921dfeae 100644 --- a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-09_벌개제근.md +++ b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-09_벌개제근.md @@ -5,12 +5,12 @@ PDF쪽: 140 인쇄쪽: 84 시작표지: 3-9 벌개제근 끝표지: 3-10 개간 -상태: 검증대기 +상태: 확정 작성: sub_laptop_2 -검증: +검증: sub_laptop_3 원천: 글자층 기계검사: 통과 · ①수 결손 0 허구 0 · ②글자 빠짐 0 더함 0 -확정지문: +확정지문: 7c0f4cb47dfe4ae7a7474ec1750961eedfbf587dcb8179eb57487eeeb1f7e483 --- ## 3-9 벌개제근 From 6ebe42117abb1f2ea11bfc58a2c323d97af17fd5 Mon Sep 17 00:00:00 2001 From: umsangdon Date: Sat, 19 Sep 2026 02:51:13 +0900 Subject: [PATCH 35/35] =?UTF-8?q?knowledge(=ED=92=88=EC=85=88md):=20?= =?UTF-8?q?=EA=B1=B4=EC=84=A4=20=EA=B3=B5=ED=86=B5=203-11=20=EC=8A=A4?= =?UTF-8?q?=EB=A7=88=ED=8A=B8=20=ED=86=A0=EA=B3=B5=20=EA=B2=80=EC=A6=9D=20?= =?UTF-8?q?=ED=99=95=EC=A0=95?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit - ③ 자리 대조 — 쪽 그림과 표마다 칸·병합·머리·밑수·[주] 맞음 · check 통과 Co-Authored-By: Claude Opus 5 (1M context) Claude-Session: https://claude.ai/code/session_016WRFJmmhPi4exAzHgPZHMT --- .../본문/01_공통부문/제03장_토공사/3-11_스마트_토공.md | 6 +++--- 1 file changed, 3 insertions(+), 3 deletions(-) diff --git a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-11_스마트_토공.md b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-11_스마트_토공.md index 55419e0a..cdd2578d 100644 --- a/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-11_스마트_토공.md +++ b/resources/knowledge/original/원가계산/건설공사_표준품셈/본문/01_공통부문/제03장_토공사/3-11_스마트_토공.md @@ -5,12 +5,12 @@ PDF쪽: 141~146 인쇄쪽: 85~90 시작표지: 3-11 스마트 토공 끝표지: 제4장 조경공사 -상태: 검증대기 +상태: 확정 작성: sub_laptop_2 -검증: +검증: sub_laptop_3 원천: 글자층 기계검사: 통과 · ①수 결손 0 허구 0 · ②글자 빠짐 0 더함 0 -확정지문: +확정지문: 9c3b209365fe2addde52e1b5d11ea4dac275a972ad3e85c389c9454880d4ffd3 --- ## 3-11 스마트 토공