From f1c16da4d812f6d5504034ada05a7b009349d216 Mon Sep 17 00:00:00 2001
From: umsangdon <umsangdon@gmail.com>
Date: Sat, 19 Sep 2026 01:50:52 +0900
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Co-Authored-By: Claude Opus 5 (1M context) <noreply@anthropic.com>
Claude-Session: https://claude.ai/code/session_01JgUhN55Z3BCYhUJTjwTNfj
---
 .../제13장_구조물/13-03_기초다짐_및_뒷채움.md |  37 ++-
 .../본문/제13장_구조물/13-04_돌쌓기.md        | 215 +++++++++++++++++-
 .../본문/제13장_구조물/pic/13-04_1.png        | Bin 0 -> 33605 bytes
 3 files changed, 248 insertions(+), 4 deletions(-)
 create mode 100644 resources/knowledge/original/원가계산/산림_표준품셈/본문/제13장_구조물/pic/13-04_1.png

diff --git a/resources/knowledge/original/원가계산/산림_표준품셈/본문/제13장_구조물/13-03_기초다짐_및_뒷채움.md b/resources/knowledge/original/원가계산/산림_표준품셈/본문/제13장_구조물/13-03_기초다짐_및_뒷채움.md
index 227d9044..ca94190a 100644
--- a/resources/knowledge/original/원가계산/산림_표준품셈/본문/제13장_구조물/13-03_기초다짐_및_뒷채움.md
+++ b/resources/knowledge/original/원가계산/산림_표준품셈/본문/제13장_구조물/13-03_기초다짐_및_뒷채움.md
@@ -5,10 +5,43 @@ PDF쪽: 194
 인쇄쪽: 182
 시작표지: 13-3. 기초다짐 및 뒷채움
 끝표지: 13-4. 돌쌓기
-상태: 작성중
+상태: 검증대기
 작성: sub_laptop_1
 검증:
 원천: 글자층
-기계검사:
+기계검사: 통과 · ①수 결손 0 허구 0 · ②글자 빠짐 0 더함 0
 확정지문:
 ---
+
+## 13-3. 기초다짐 및 뒷채움
+
+### 13-3-1. 인력
+
+(단위: ㎥당)
+
+| 종별 | 보통인부(인) | 비고 |
+|---|---|---|
+| 모래 기초다짐 | | |
+| 두께 3㎝ | 0.5 | 10㎡당 0.15인 |
+| 두께 6㎝ | 0.4 | 10㎡당 0.24인 |
+| 자갈 기초다짐 지름 1～3㎝ | 0.5 | |
+| 조약돌 기초다짐 지름 9～15㎝ | 0.5-0.7 | |
+| 돌쌓기 뒤채움 지름 9～15㎝ | 0.5-0.8 | |
+
+[주]
+본 품에는 소운반 및 고르기가 포함되어 있다.
+
+### 13-3-2. 기계
+
+(단위: ㎥당)
+
+| 종별 | 규격 | 보통인부 | 굴착기(0.2㎥) | 살수차(5,500ℓ) | 플레이트콤팩트<br>(1.54ton) |
+|---|---|---|---|---|---|
+| | (mm) | (인) | (hr) | (hr) | (hr) |
+| 기초다짐<br>뒷채움 | 75미만 | 0.019 | 0.076 | 0.019 | 0.115 |
+| | 75이상 | 0.022 | 0.087 | 0.022 | 0.132 |
+<!-- 머리: 몸 1행까지 머리 · 병합: 1열 머리~몸 1행 「종별」 · 1열 2~3행 「기초다짐<br>뒷채움」 -->
+
+[주]
+① 본 품에는 소운반 및 고르기가 포함되어 있다.
+② 투입장비는 작업여건에 따라 조합하여 적용할 수 있다.
diff --git a/resources/knowledge/original/원가계산/산림_표준품셈/본문/제13장_구조물/13-04_돌쌓기.md b/resources/knowledge/original/원가계산/산림_표준품셈/본문/제13장_구조물/13-04_돌쌓기.md
index bf062e40..ea4da94b 100644
--- a/resources/knowledge/original/원가계산/산림_표준품셈/본문/제13장_구조물/13-04_돌쌓기.md
+++ b/resources/knowledge/original/원가계산/산림_표준품셈/본문/제13장_구조물/13-04_돌쌓기.md
@@ -5,10 +5,221 @@ PDF쪽: 195~199
 인쇄쪽: 183~187
 시작표지: 13-4. 돌쌓기
 끝표지: 13-5. 돌붙임
-상태: 작성중
+상태: 검증대기
 작성: sub_laptop_1
 검증:
 원천: 글자층
-기계검사:
+기계검사: 통과 · ①수 결손 0 허구 0 · ②글자 빠짐 0 더함 0
 확정지문:
 ---
+
+## 13-4. 돌쌓기
+
+### 13-4-1. 메쌓기(인력)
+
+(단위: 인/㎡당)
+
+| 뒷길이<br>(㎝) | 견치돌 | | | | 깬돌 | | | | 깬잡석 | | | | 호박돌 및<br>야면석 | |
+|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
+| | 골쌓기 | | 켜쌓기 | | 골쌓기 | | 켜쌓기 | | 골쌓기 | | 켜쌓기 | | | |
+| | 석공<br>(인) | 보통인부<br>(인) | 석공<br>(인) | 보통인부<br>(인) | 석공<br>(인) | 보통인부<br>(인) | 석공<br>(인) | 보통인부<br>(인) | 석공<br>(인) | 보통인부<br>(인) | 석공<br>(인) | 보통인부<br>(인) | 석공<br>(인) | 보통인부<br>(인) |
+| 25 | - | - | - | - | - | - | - | - | 0.15 | 0.12 | 0.13 | 0.10 | 0.10 | 0.10 |
+| 30 | - | - | - | - | 0.26 | 0.21 | 0.23 | 0.18 | 0.22 | 0.18 | 0.20 | 0.16 | 0.13 | 0.11 |
+| 35 | 0.50 | 0.40 | 0.55 | 0.44 | 0.30 | 0.24 | 0.27 | 0.22 | 0.25 | 0.20 | 0.23 | 0.18 | 0.16 | 0.14 |
+| 45 | 0.60 | 0.48 | 0.66 | 0.53 | 0.36 | 0.29 | 0.32 | 0.25 | 0.30 | 0.24 | 0.27 | 0.22 | 0.24 | 0.21 |
+| 55 | 0.72 | 0.58 | 0.80 | 0.64 | 0.43 | 0.34 | 0.39 | 0.31 | 0.36 | 0.29 | 0.33 | 0.26 | 0.32 | 0.29 |
+| 60 | 0.86 | 0.69 | 0.95 | 0.76 | 0.52 | 0.42 | 0.47 | 0.37 | 0.43 | 0.34 | 0.39 | 0.31 | 0.37 | 0.33 |
+| 75 | - | - | - | - | 0.68 | 0.54 | 0.61 | 0.49 | 0.56 | 0.45 | 0.51 | 0.41 | - | - |
+<!-- 머리: 몸 2행까지 머리 · 병합: 1열 머리~몸 2행 「뒷길이<br>(㎝)」 · 머리 2~5열 「견치돌」 · 머리 6~9열 「깬돌」 · 머리 10~13열 「깬잡석」 · 14~15열 머리~몸 1행 「호박돌 및<br>야면석」 · 몸 1행 2~3열 「골쌓기」 · 4~5열 「켜쌓기」 · 6~7열 「골쌓기」 · 8~9열 「켜쌓기」 · 10~11열 「골쌓기」 · 12~13열 「켜쌓기」 · 몸 2행은 세로쓰기 칸 -->
+
+[주]
+① 본 품에는 기초 및 뒤채움 품이 포함되지 않았으며 고임돌품은 포함되어 있다.
+② 본 품에는 비계 및 규준틀 손료가 포함되어 있다.
+③ 본 품은 높이 3m까지 적용하며 이를 초과할 때에는 다음 표에 따라 품을 계상할 수 있다.
+④ 뒤채움 품(조약돌)은 ‘13-3. 기초다짐 및 뒤채움’ 항을 적용한다.
+
+<높이에 대한 증가율표>
+
+| 높이(m) | 3 ∼ 4까지 | 4 ∼ 5.5까지 | 5.5∼7.5까지 | 7.5초과 |
+|---|---|---|---|---|
+| 증가율(%) | 30 | 40 | 60 | 80 ∼ 100 |
+
+<돌쌓기의 개수 및 중량의 표준>
+
+(단위: ㎡당)
+
+| 종별<br>뒷길이 | 단위 | 견치돌 | 깬돌 및 깬잡석 | 야면석 |
+|---|---|---|---|---|
+| 25㎝(17×17) | 개 | 32 | 33 | - |
+| | ㎏ | 192 | 132 | - |
+| 30㎝(20×20) | 개 | 23 | 24 | 28 |
+| | ㎏ | 368 | 264 | 420 |
+| 35㎝(25×25) | 개 | 16 | 17 | 23 |
+| | ㎏ | 480 | 340 | 575 |
+| 45㎝(30×30) | 개 | 11 | 12 | 16 |
+| | ㎏ | 627 | 480 | 880 |
+| 55㎝(35×35) | 개 | 8 | 9 | 11 |
+| | ㎏ | 752 | 504 | 1,100 |
+| 60㎝(40×40) | 개 | 6 | 6 | - |
+| | ㎏ | 822 | 540 | - |
+| 75㎝(50×50) | 개 | 4 | 4 | - |
+| | ㎏ | 1,028 | 560 | - |
+<!-- 머리 1~2열은 대각선 한 칸: 「종별」(위 오른쪽) · 「뒷길이」(아래 왼쪽) · 「단위」(아래 가운데) · 병합: 1열 1~2행 「25㎝(17×17)」 · 3~4행 「30㎝(20×20)」 · 5~6행 「35㎝(25×25)」 · 7~8행 「45㎝(30×30)」 · 9~10행 「55㎝(35×35)」 · 11~12행 「60㎝(40×40)」 · 13~14행 「75㎝(50×50)」 -->
+
+[주]
+본 기준은 인력 돌쌓기 및 돌붙임에 적용한다.
+
+### 13-4-2. 메쌓기(장비)
+
+(단위: ㎡당)
+
+| 명칭 | 규격 | 단위 | 수량(뒷길이) | | |
+|---|---|---|---|---|---|
+| | | | 35cm 이하 | 55cm 이하 | 75cm 이하 |
+| 석공 | | 인 | 0.10 | 0.09 | 0.08 |
+| 보통인부 | | 〃 | 0.05 | 0.04 | 0.03 |
+| 굴착기+<br>부착용 집게 | 0.6㎥ | 시간 | 0.39 | 0.37 | 0.35 |
+<!-- 머리: 몸 1행까지 머리 · 병합: 1열 머리~몸 1행 「명칭」 · 2열 머리~몸 1행 「규격」 · 3열 머리~몸 1행 「단위」 · 머리 4~6열 「수량(뒷길이)」 · 2열 2~3행 빈 칸 -->
+
+[주]
+① 본 품은 기계화시공이 가능한 사업지에 대해서 이 품을 적용한다.
+② 본 품은 잡석을 채움재로 사용하는 깬돌 및 깬 잡석의 돌쌓기 기준이다.
+③ 경사도가 1:1보다 급한 경우이며, 높이 3m 이하 기준이다.
+④ 규준틀 설치, 돌쌓기, 잡석 채움, 배수 파이프 설치 작업을 포함한다.
+⑤ 뒤채움 품(조약돌)은 12-3. 기초다짐 및 뒤채움을 적용한다.
+<!-- 원문 그대로: 「12-3」 — 이 품셈의 기초다짐 및 뒤채움은 13-3 -->
+⑥ 굴착기 규격은 작업 여건(작업 범위, 위치 등)에 따라 변경할 수 있다.
+⑦ 재료량은 설계수량을 적용한다
+<!-- 원문 그대로: 끝 마침표 없음 -->
+
+### 13-4-3. 고임돌 소요량
+
+(단위: ㎥/㎡당)
+
+| 뒷길이<br>종별 | 25㎝ | 30㎝ | 35㎝ | 45㎝ | 55㎝ | 60㎝ | 75㎝ |
+|---|---|---|---|---|---|---|---|
+| 야면석(㎥) | 0.06 | 0.07 | 0.09 | 0.11 | 0.14 | 0.15 | - |
+| 깬잡석(㎥) | 0.09 | 0.11 | 0.13 | 0.16 | 0.19 | 0.21 | 0.26 |
+| 깬돌(㎥) | - | 0.10 | 0.12 | 0.15 | 0.18 | 0.20 | 0.25 |
+| 견치돌(㎥) | - | - | 0.12 | 0.15 | 0.18 | 0.20 | 0.25 |
+<!-- 머리 1열은 대각선 칸: 「뒷길이」(위 오른쪽) · 「종별」(아래 왼쪽) -->
+
+### 13-4-4. 찰쌓기(인력)
+
+(단위: 인/㎡당)
+
+| 뒷길이<br>(㎝) | 견치돌 | | | | 깬돌 | | | | 깬잡석 | | | | 호박돌 및<br>야면석 | |
+|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
+| | 골쌓기 | | 켜쌓기 | | 골쌓기 | | 켜쌓기 | | 골쌓기 | | 켜쌓기 | | | |
+| | 석공<br>(인) | 보통인부<br>(인) | 석공<br>(인) | 보통인부<br>(인) | 석공<br>(인) | 보통인부<br>(인) | 석공<br>(인) | 보통인부<br>(인) | 석공<br>(인) | 보통인부<br>(인) | 석공<br>(인) | 보통인부<br>(인) | 석공<br>(인) | 보통인부<br>(인) |
+| 25 | - | - | - | - | - | - | - | - | 0.12 | 0.12 | 0.10 | 0.10 | 0.08 | 0.10 |
+| 30 | - | - | - | - | 0.21 | 0.21 | 0.18 | 0.18 | 0.18 | 0.18 | 0.16 | 0.16 | 0.09 | 0.11 |
+| 35 | 0.40 | 0.40 | 0.44 | 0.44 | 0.24 | 0.24 | 0.22 | 0.22 | 0.20 | 0.20 | 0.18 | 0.18 | 0.11 | 0.14 |
+| 45 | 0.48 | 0.48 | 0.53 | 0.53 | 0.29 | 0.29 | 0.25 | 0.25 | 0.24 | 0.24 | 0.22 | 0.22 | 0.17 | 0.21 |
+| 55 | 0.58 | 0.58 | 0.58 | 0.64 | 0.34 | 0.34 | 0.31 | 0.31 | 0.29 | 0.29 | 0.26 | 0.26 | 0.23 | 0.29 |
+| 60 | 0.69 | 0.69 | 0.69 | 0.76 | 0.42 | 0.42 | 0.37 | 0.37 | 0.34 | 0.34 | 0.31 | 0.31 | 0.26 | 0.33 |
+| 75 | - | - | - | - | 0.54 | 0.54 | 0.49 | 0.49 | 0.45 | 0.45 | 0.41 | 0.41 | - | - |
+<!-- 머리: 몸 2행까지 머리 · 병합: 1열 머리~몸 2행 「뒷길이<br>(㎝)」 · 머리 2~5열 「견치돌」 · 머리 6~9열 「깬돌」 · 머리 10~13열 「깬잡석」 · 14~15열 머리~몸 1행 「호박돌 및<br>야면석」 · 몸 1행 2~3열 「골쌓기」 · 4~5열 「켜쌓기」 · 6~7열 「골쌓기」 · 8~9열 「켜쌓기」 · 10~11열 「골쌓기」 · 12~13열 「켜쌓기」 · 몸 2행은 세로쓰기 칸 -->
+
+[주]
+① 찰쌓기용 콘크리트 소요량은 아래와 같이 계상한다.
+
+<찰쌓기 및 찰붙임의 채움 콘크리트 소요량>
+
+(단위: ㎥/㎡당)
+
+| 뒷길이<br>종별 | 25㎝ | 30㎝ | 35㎝ | 45㎝ | 55㎝ | 60㎝ | 75㎝ | 비고 |
+|---|---|---|---|---|---|---|---|---|
+| 야면석(㎥) | 0.08 | 0.10 | 0.12 | 0.15 | 0.18 | 0.20 | 0.25 | 뒷길이<br>33.3% |
+| 호박돌(㎥) | 0.08 | 0.10 | 0.12 | 0.15 | 0.18 | 0.20 | 0.25 | 〃 |
+| 깬잡석(㎥) | 0.11 | 0.14 | 0.16 | 0.20 | 0.25 | 0.27 | 0.34 | 뒷길이<br>45% |
+| 깬돌(㎥) | 0.11 | 0.14 | 0.16 | 0.20 | 0.25 | 0.27 | 0.34 | 〃 |
+| 견치돌(㎥) | 0.11 | 0.14 | 0.16 | 0.20 | 0.25 | 0.27 | 0.34 | 〃 |
+<!-- 머리 1열은 대각선 칸: 「뒷길이」(위 오른쪽) · 「종별」(아래 왼쪽) -->
+
+② 돌쌓기의 기초(조약돌, 콘크리트, 말뚝(杭)은 지반 상태에 따라 별도로 계상할 수 있다.
+③ 뒤채움 품(조약돌)은 “기초다짐 및 뒤채움” 항을 적용한다.
+④ 줄눈메꿈 모르타르는 0.009㎥를 계상한다.
+⑤ 2～3㎡당 1개소 이상의 물구멍을 설치한다.
+⑥ 경사도가 1:1보다 완만한 경우를 돌붙임이라 하고 경사도가 1:1보다 급한 경우를 돌쌓기라고 한다.
+⑦ 물구멍은 지름 3～6㎝의 파이프를 콘크리트 뒷면까지 설치한다.
+⑧ 돌쌓기의 밑돌은 될 수록 큰 돌을 사용하여야 한다.
+⑨ 성토의 경우 뒤채움 조약돌의 두께
+
+| 직고(直高) | ∼1.5m | ∼3.0m | ∼5.0m | ∼7.0m |
+|---|---|---|---|---|
+| 상부의 두께(㎝) | 20～40 | 20～40 | 20～40 | 20～40 |
+| 하부의 두께(㎝) | 30～60 | 45～75 | 60～100 | 80～140 |
+
+\- 절토의 경우(다져진 상태) 뒤채움 조약돌의 두께는 상·하부의 두께를 같이 30∼40㎝로 한다.
+\- 직고는 천단으로부터 기준 한다.
+
+⑩ 뒷길이 표준
+
+| 높이단위<br>공종별 | 돌쌓기 높이(m) | | | | | 돌붙이기 |
+|---|---|---|---|---|---|---|
+| | ∼1.5 | ∼3 | ∼5 | ∼7 | 7이상 | |
+| 메쌓기(㎝) | 25～35 | 36～45 | 36～60 | 45～75 | 75이상 | 25～60 |
+| 찰쌓기(㎝) | 25～35 | 30～35 | 35～45 | 35～55 | 45～60 | 20～40 |
+<!-- 머리: 몸 1행까지 머리 · 1열 머리~몸 1행은 대각선 칸: 「높이단위」(위 오른쪽) · 「공종별」(아래 왼쪽) · 병합: 머리 2~6열 「돌쌓기 높이(m)」 · 7열 머리~몸 1행 「돌붙이기」 -->
+
+\- 높은 메쌓기는 밑으로 내려갈수록 뒷길이를 길게 하는 것이 원칙이다.
+\- 높이는 첨단으로부터 기준 한다.
+\- 특수한 조건에서는 본 기준과 달리 적용할 수 있다.
+
+⑪ 돌쌓기의 표준경사는 특수한 경우를 제외하고는 쌓기 높이의 최대치를 취하고 표준 뒷길이 상부에서부터 적용한다.
+
+<표준경사>
+
+| 직고(直高)(m) | | ∼1.5 | ∼3 | ∼5 | ∼7 | 7이상 |
+|---|---|---|---|---|---|---|
+| 메쌓기 | 성토 | 1:0.30 | 1:0.35 | 1:0.40 | 1:0.45 | 1:0.50 |
+| | 절토 | 1:0.25 | 1:0.30 | 1:0.35 | 1:0.40 | 1:0.45 |
+| 찰쌓기 | 성토 | 1:0.25 | 1:0.30 | 1:0.35 | 1:0.40 | 1:0.45 |
+| | 절토 | 1:0.20 | 1:0.25 | 1:0.30 | 1:0.35 | 1:0.40 |
+<!-- 병합: 머리 1~2열 「직고(直高)(m)」 · 1열 1~2행 「메쌓기」 · 3~4행 「찰쌓기」 -->
+
+\- 돌쌓기는 높이 3m 이상이면 전부 또는 하부를 찰쌓기로 한다.
+\- 특수한 조건에는 본 기준을 변경할 수 있다.
+
+※ 예 : 쌓기높이 6m의 경우
+
+![쌓기높이 6m 의 돌쌓기 예 — 메쌓기(성토) · 메쌓기(절토) · 높이별 뒷길이 · 찰쌓기(성토) 단면](pic/13-04_1.png)
+<!-- 그림 안 글자·수치는 원문 그림이 흐려 읽을 수 없음(원문 그림 해상도 182×123) — 옮겨 적지 않음 -->
+
+### 13-4-5. 찰쌓기(장비)
+
+(단위: ㎡당)
+
+| 명칭 | 규격 | 단위 | 수량(뒷길이) | | |
+|---|---|---|---|---|---|
+| | | | 35cm 이하 | 55cm 이하 | 75cm 이하 |
+| 석공 | | 인 | 0.09 | 0.08 | 0.07 |
+| 보통인부 | | 〃 | 0.05 | 0.04 | 0.03 |
+| 굴착기+부착용 집게 | 0.6㎥ | 시간 | 0.31 | 0.30 | 0.28 |
+<!-- 머리: 몸 1행까지 머리 · 병합: 1열 머리~몸 1행 「명칭」 · 2열 머리~몸 1행 「규격」 · 3열 머리~몸 1행 「단위」 · 머리 4~6열 「수량(뒷길이)」 · 2열 2~3행 빈 칸 -->
+
+[주]
+① 본품은 기계화시공이 가능한 사업지에 대해서 이 품을 적용한다.
+② 본 품은 콘크리트를 채움재로 사용하는 깬돌 및 깬 잡석의 돌쌓기 기준이다.
+③ 경사도가 1:1보다 급한 경우이며, 높이 3m 이하 기준이다.
+④ 규준틀 설치, 돌쌓기, 콘크리트 채움, 배수 파이프 설치, 줄눈 메꿈 작업을 포함한다.
+⑤ 뒤채움 품(조약돌)은 “13-3. 기초다짐 및 뒤채움”항을 적용한다.
+⑥ 굴착기 규격은 작업 여건(작업 범위, 위치 등)에 따라 변경할 수 있다.
+⑦ 찰쌓기용 콘크리트 소요량은 13-4-3. [주]①를 적용한다.
+⑧ 재료량은 설계수량을 적용한다.
+
+### 13-4-6. 밑돌 및 천단 돌쌓기
+
+(단위: 인/m당)
+
+| 돌의 뒷길이 | 석공(인) | 비고 |
+|---|---|---|
+| 25㎝ | 0.05 | |
+| 30㎝ | 0.08 | |
+| 35㎝ | 0.09 | |
+
+[주]
+① 본 품은 돌쌓기 기초, 천단돌쌓기 작업에서 석공이 돌을 다듬어 면을 맞추어 쌓는 경우에 적용한다.
+② 돌쌓기 작업시 밑돌과 천단돌을 오각으로 면을 고르게 쌓을 경우 돌 뒷길이에 따른 석공품을 가산한다.
+③ 돌쌓기의 높이는 3m 이하에 적용한다.
diff --git a/resources/knowledge/original/원가계산/산림_표준품셈/본문/제13장_구조물/pic/13-04_1.png b/resources/knowledge/original/원가계산/산림_표준품셈/본문/제13장_구조물/pic/13-04_1.png
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