kcs/114010.json

{
  "no": 5783,
  "codeType": "KCS",
  "code": "114010",
  "fullCode": "2010114010",
  "name": "파형강판 암거",
  "version": "2025",
  "updateDate": "2025-12-30T16:28:40.63817",
  "list": [
    {
      "no": 5783,
      "sort": 1,
      "title": "1. 일반사항",
      "level": 1,
      "label": "1.",
      "contents": "<p>1. 일반사항</p>"
    },
    {
      "no": 5783,
      "sort": 2,
      "title": "1.1 적용범위",
      "level": 2,
      "label": "1.1",
      "contents": "<p>1.1 적용범위</p>"
    },
    {
      "no": 5783,
      "sort": 3,
      "title": "1.1 적용범위",
      "level": 3,
      "label": "(1)",
      "contents": "<p>(1) 이 기준은 구조용 파형강판을 이용하여 통로암거, 수로암거, 소교량 및 가설 구조물 등의 파형강판 암거 구조물 시공 시 적용한다.</p>"
    },
    {
      "no": 5783,
      "sort": 4,
      "title": "1.2 참고 기준",
      "level": 2,
      "label": "1.2",
      "contents": "<p>1.2 참고 기준</p>"
    },
    {
      "no": 5783,
      "sort": 5,
      "title": "1.2.1 관련 법규",
      "level": 3,
      "label": "1.2.1",
      "contents": "<p>1.2.1 관련 법규</p>"
    },
    {
      "no": 5783,
      "sort": 6,
      "title": "1.2.1 관련 법규",
      "level": 4,
      "label": "본문",
      "contents": "<p>내용 없음</p>"
    },
    {
      "no": 5783,
      "sort": 7,
      "title": "1.2.2 관련 기준",
      "level": 3,
      "label": "1.2.2",
      "contents": "<p>1.2.2 관련 기준</p>"
    },
    {
      "no": 5783,
      "sort": 8,
      "title": "1.2.2 관련 기준",
      "level": 4,
      "label": "본문",
      "contents": "<p>∙KCS 10 10 10 공무행정요건</p>"
    },
    {
      "no": 5783,
      "sort": 9,
      "title": "1.2.2 관련 기준",
      "level": 4,
      "label": "본문",
      "contents": "<p>∙KCS 11 20 25 되메우기 및 뒤채움</p>"
    },
    {
      "no": 5783,
      "sort": 10,
      "title": "1.2.2 관련 기준",
      "level": 4,
      "label": "본문",
      "contents": "<p>∙KCS 11 40 05 철근콘크리트 암거</p>"
    },
    {
      "no": 5783,
      "sort": 11,
      "title": "1.2.2 관련 기준",
      "level": 4,
      "label": "본문",
      "contents": "<p>∙KS B 1002 6각볼트</p>"
    },
    {
      "no": 5783,
      "sort": 12,
      "title": "1.2.2 관련 기준",
      "level": 4,
      "label": "본문",
      "contents": "<p>∙KS B 1012 6각너트 및 6각 낮은 너트</p>"
    },
    {
      "no": 5783,
      "sort": 13,
      "title": "1.2.2 관련 기준",
      "level": 4,
      "label": "본문",
      "contents": "<p>∙KS B 1016 기초볼트</p>"
    },
    {
      "no": 5783,
      "sort": 14,
      "title": "1.2.2 관련 기준",
      "level": 4,
      "label": "본문",
      "contents": "<p>∙KS D 0210 강의 매크로 조직 시험 방법</p>"
    },
    {
      "no": 5783,
      "sort": 15,
      "title": "1.2.2 관련 기준",
      "level": 4,
      "label": "본문",
      "contents": "<p>∙KS D 3503 일반 구조용 압연 강재</p>"
    },
    {
      "no": 5783,
      "sort": 16,
      "title": "1.2.2 관련 기준",
      "level": 4,
      "label": "본문",
      "contents": "<p>∙KS D 3506 용융 아연 도금 강판 및 강대</p>"
    },
    {
      "no": 5783,
      "sort": 17,
      "title": "1.2.2 관련 기준",
      "level": 4,
      "label": "본문",
      "contents": "<p>∙KS F 2312 흙의 다짐시험 방법</p>"
    },
    {
      "no": 5783,
      "sort": 18,
      "title": "1.3 용어의 정의",
      "level": 2,
      "label": "1.3",
      "contents": "<p>1.3 용어의 정의</p>"
    },
    {
      "no": 5783,
      "sort": 19,
      "title": "1.3 용어의 정의",
      "level": 3,
      "label": "본문",
      "contents": "<p>∙파형강판(corrugated steel plates): 일정 크기의 구조용 강판재를 정해진 규격의 주름 모양으로 성형한 금속판</p>"
    },
    {
      "no": 5783,
      "sort": 20,
      "title": "1.3 용어의 정의",
      "level": 3,
      "label": "본문",
      "contents": "<p>∙파형강판 구조물(corrugated steel plate structures): 파형강판을 볼트로 연결하여 단면을 형성한 후 주변과 상부를 구조적 뒤채움재로 다짐하여 흙-구조물 상호작용으로부터 외부 하중을 지지하는 구조물</p>"
    },
    {
      "no": 5783,
      "sort": 21,
      "title": "1.3 용어의 정의",
      "level": 3,
      "label": "본문",
      "contents": "<p>∙단면 폭(span, S)과 높이(rise, R): 파형강판 구조물 단면의 최대 폭과 높이 (단면형상별 폭과 높이는 그림 3.1-8 참조)</p>"
    },
    {
      "no": 5783,
      "sort": 22,
      "title": "1.3 용어의 정의",
      "level": 3,
      "label": "본문",
      "contents": "<p>∙토피(soil cover) : 파형강판 구조물 정점에서부터 지표면까지의 흙 채움부</p>"
    },
    {
      "no": 5783,
      "sort": 23,
      "title": "1.3 용어의 정의",
      "level": 3,
      "label": "본문",
      "contents": "<p>∙최소토피두께(minimum depth of soil cover): 파형강판 구조물의 안정적 거동을 보장하기 위한 최소높이의 토피고</p>"
    },
    {
      "no": 5783,
      "sort": 24,
      "title": "1.3 용어의 정의",
      "level": 3,
      "label": "본문",
      "contents": "<p>∙구조적 뒤채움(engineered backfill): 파형강판 구조물의 연성거동을 보장하도록 구조물 주변의 일정 범위에 양질의 흙 또는 기타 채움재를 주어진 기준에 따라 다짐 흙쌓기하는 것</p>"
    },
    {
      "no": 5783,
      "sort": 25,
      "title": "1.3 용어의 정의",
      "level": 3,
      "label": "본문",
      "contents": "<p>∙베딩(bedding): 폐합 단면의 파형강판 구조물과 기초 지반 사이에 쿠션 역할을 하는 양질의 다짐 토사층(베드)을 형성하는 것</p>"
    },
    {
      "no": 5783,
      "sort": 26,
      "title": "1.3 용어의 정의",
      "level": 3,
      "label": "본문",
      "contents": "<p>∙아칭(arching): 파형강판 구조물 주변 토체 간의 상대적 변위에 의해 구조물에 작용하는 압력이 상호 전이되는 현상</p>"
    },
    {
      "no": 5783,
      "sort": 27,
      "title": "1.4 제출물",
      "level": 2,
      "label": "1.4",
      "contents": "<p>1.4 제출물</p>"
    },
    {
      "no": 5783,
      "sort": 28,
      "title": "1.4.1 자료제출 요건 및 절차",
      "level": 3,
      "label": "1.4.1",
      "contents": "<p>1.4.1 자료제출 요건 및 절차</p>"
    },
    {
      "no": 5783,
      "sort": 29,
      "title": "1.4.1 자료제출 요건 및 절차",
      "level": 4,
      "label": "(1)",
      "contents": "<p>(1) 자료제출 요건 및 절차는 KCS 10 10 10의 해당요건에 따라야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 30,
      "title": "1.4.2 시공 계획서 작성 항목",
      "level": 3,
      "label": "1.4.2",
      "contents": "<p>1.4.2 시공 계획서 작성 항목</p>"
    },
    {
      "no": 5783,
      "sort": 31,
      "title": "1.4.2 시공 계획서 작성 항목",
      "level": 4,
      "label": "(1)",
      "contents": "<p>(1) 수급인은 공사에 대한 시공계획서에 아래 사항을 포함하여 작성하여야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 32,
      "title": "1.4.2 시공 계획서 작성 항목",
      "level": 5,
      "label": "①",
      "contents": "<p>① 공사개요</p>"
    },
    {
      "no": 5783,
      "sort": 33,
      "title": "1.4.2 시공 계획서 작성 항목",
      "level": 5,
      "label": "②",
      "contents": "<p>② 세부공정표(자재, 인력 및 장비계획 포함)</p>"
    },
    {
      "no": 5783,
      "sort": 34,
      "title": "1.4.2 시공 계획서 작성 항목",
      "level": 5,
      "label": "③",
      "contents": "<p>③ 공종별 공정계획</p>"
    },
    {
      "no": 5783,
      "sort": 35,
      "title": "1.4.2 시공 계획서 작성 항목",
      "level": 5,
      "label": "④",
      "contents": "<p>④ 품질관리계획(품질관리조직, 관리목표 및 실시방법, 목표미달시 조치방안 등)</p>"
    },
    {
      "no": 5783,
      "sort": 36,
      "title": "1.4.2 시공 계획서 작성 항목",
      "level": 5,
      "label": "⑤",
      "contents": "<p>⑤ 안전관리계획 및 환경관리계획</p>"
    },
    {
      "no": 5783,
      "sort": 37,
      "title": "1.4.2 시공 계획서 작성 항목",
      "level": 5,
      "label": "⑥",
      "contents": "<p>⑥ 타 공사 및 타 공종과의 협의 및 조정이 필요한 사항</p>"
    },
    {
      "no": 5783,
      "sort": 38,
      "title": "1.4.2 시공 계획서 작성 항목",
      "level": 5,
      "label": "⑦",
      "contents": "<p>⑦ 설계도서의 조정 및 변경이 필요한 사항</p>"
    },
    {
      "no": 5783,
      "sort": 39,
      "title": "1.4.2 시공 계획서 작성 항목",
      "level": 5,
      "label": "⑧",
      "contents": "<p>⑧ 기타사항</p>"
    },
    {
      "no": 5783,
      "sort": 40,
      "title": "1.4.2 시공 계획서 작성 항목",
      "level": 6,
      "label": "가.",
      "contents": "<p>가. 시공계획서는 공사감독자의 승인을 받아 공사의 진도에 맞추어 분할 할 수도 있다.</p>"
    },
    {
      "no": 5783,
      "sort": 41,
      "title": "1.4.2 시공 계획서 작성 항목",
      "level": 6,
      "label": "나.",
      "contents": "<p>나. 시공계획서가 변경될 때에는 변경시공계획서를 작성하여 공사감독자의 승인을 받아야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 42,
      "title": "1.4.3 시공 상세도면",
      "level": 3,
      "label": "1.4.3",
      "contents": "<p>1.4.3 시공 상세도면</p>"
    },
    {
      "no": 5783,
      "sort": 43,
      "title": "1.4.3 시공 상세도면",
      "level": 4,
      "label": "(1)",
      "contents": "<p>(1) 다음 각 호의 사항을 나타낸 시공상세도면을 제출하여야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 44,
      "title": "1.4.3 시공 상세도면",
      "level": 5,
      "label": "①",
      "contents": "<p>① 공사에 필요한 각종 가시설물의 시공상세도</p>"
    },
    {
      "no": 5783,
      "sort": 45,
      "title": "1.4.3 시공 상세도면",
      "level": 5,
      "label": "②",
      "contents": "<p>② 시공순서</p>"
    },
    {
      "no": 5783,
      "sort": 46,
      "title": "1.4.3 시공 상세도면",
      "level": 5,
      "label": "③",
      "contents": "<p>③ 부설 표준도</p>"
    },
    {
      "no": 5783,
      "sort": 47,
      "title": "1.4.3 시공 상세도면",
      "level": 5,
      "label": "④",
      "contents": "<p>④ 다짐 순서도</p>"
    },
    {
      "no": 5783,
      "sort": 48,
      "title": "1.4.3 시공 상세도면",
      "level": 5,
      "label": "⑤",
      "contents": "<p>⑤ 공사감독자가 요구하는 도면을 작성 제출하여야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 49,
      "title": "2. 자재",
      "level": 1,
      "label": "2.",
      "contents": "<p>2. 자재</p>"
    },
    {
      "no": 5783,
      "sort": 50,
      "title": "2.1 재료",
      "level": 2,
      "label": "2.1",
      "contents": "<p>2.1 재료</p>"
    },
    {
      "no": 5783,
      "sort": 51,
      "title": "2.1.1 강판",
      "level": 3,
      "label": "2.1.1",
      "contents": "<p>2.1.1 강판</p>"
    },
    {
      "no": 5783,
      "sort": 52,
      "title": "2.1.1 강판",
      "level": 4,
      "label": "(1)",
      "contents": "<p>(1) 파형강판 소재는 KS D 3590에 제시된 규격 또는 KS D 3503의 SS275, SS315 또는 이와 동등 이상의 것에 KS D 8308 2종 45에 따라 용융 아연 도금한 것을 사용하여야 하며, KS D 3506과 동등 이상의 것을 사용할 수도 있다. 단기간 동안 임시구조물로 사용하고자 할 경우에는 아연도금을 생략할 수 있다.</p>"
    },
    {
      "no": 5783,
      "sort": 53,
      "title": "2.1.1 강판",
      "level": 5,
      "label": "표 2.1-1",
      "contents": "<table border=\"1\" cellspacing=\"0\" cellpadding=\"0\" style=\"border-collapse:collapse;border:none;\">\n <caption align=\"top\">\n  <p>표 2.1-1 파형강판 원소재의 요구조건 (KS D 3503, 3506)</p>\n </caption>\n <tbody>\n  <tr>\n   <td rowspan=\"3\" width=\"70\" height=\"87\" valign=\"middle\" style=\"border-left:none;border-right:solid #000000 0.4pt;border-top:solid #000000 1.4pt;border-bottom:double #000000 1.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>종류의 기호</p>\n    <p>(종래</p>\n    <p>기호)</p></td>\n   <td colspan=\"5\" width=\"244\" height=\"25\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 1.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>화학적 성분</p></td>\n   <td colspan=\"5\" width=\"291\" height=\"25\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:none;border-top:solid #000000 1.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>기계적 특성</p></td>\n  </tr>\n  <tr>\n   <td rowspan=\"2\" width=\"50\" height=\"62\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:double #000000 1.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>C</p>\n    <p>(%)</p></td>\n   <td rowspan=\"2\" width=\"42\" height=\"62\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:double #000000 1.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>Si</p>\n    <p>(%)</p></td>\n   <td rowspan=\"2\" width=\"50\" height=\"62\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:double #000000 1.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>Mn</p>\n    <p>(%)</p></td>\n   <td rowspan=\"2\" width=\"53\" height=\"62\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:double #000000 1.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>P</p>\n    <p>(%)</p></td>\n   <td rowspan=\"2\" width=\"50\" height=\"62\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:double #000000 1.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>S&nbsp;</p>\n    <p>(%)</p></td>\n   <td rowspan=\"2\" width=\"61\" height=\"62\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:double #000000 1.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>아연</p>\n    <p>부착량</p>\n    <p>(g/m<sup>2</sup>)<sup>2)</sup></p></td>\n   <td rowspan=\"2\" width=\"61\" height=\"62\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:double #000000 1.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>항복</p>\n    <p>강도</p>\n    <p>(MPa)<sup>3)</sup></p></td>\n   <td rowspan=\"2\" width=\"49\" height=\"62\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:double #000000 1.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>인장</p>\n    <p>강도</p>\n    <p>(MPa)</p></td>\n   <td colspan=\"2\" width=\"120\" height=\"25\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:none;border-top:solid #000000 0.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>연신율 (%)</p></td>\n  </tr>\n  <tr>\n   <td width=\"58\" height=\"38\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:double #000000 1.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>t≤0.05</p></td>\n   <td width=\"62\" height=\"38\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:none;border-top:solid #000000 0.4pt;border-bottom:double #000000 1.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>5&lt;t≤16</p></td>\n  </tr>\n  <tr>\n   <td width=\"70\" height=\"46\" valign=\"middle\" style=\"border-left:none;border-right:solid #000000 0.4pt;border-top:double #000000 1.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>SS275</p>\n    <p>(SS400)</p></td>\n   <td width=\"50\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:double #000000 1.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 0.0pt 4.3pt 0.0pt\">\n    <p>≤0.25</p></td>\n   <td width=\"42\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:double #000000 1.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 0.0pt 4.3pt 0.0pt\">\n    <p>≤0.45</p></td>\n   <td width=\"50\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:double #000000 1.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 0.0pt 4.3pt 0.0pt\">\n    <p>≤1.40</p></td>\n   <td width=\"53\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:double #000000 1.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 0.0pt 4.3pt 0.0pt\">\n    <p>≤0.050</p></td>\n   <td width=\"50\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:double #000000 1.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 0.0pt 4.3pt 0.0pt\">\n    <p>≤0.050</p></td>\n   <td width=\"61\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:double #000000 1.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>900≤</p></td>\n   <td width=\"61\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:double #000000 1.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>275≤</p></td>\n   <td width=\"49\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:double #000000 1.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>410∼550</p></td>\n   <td width=\"58\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:double #000000 1.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>21≤</p></td>\n   <td width=\"62\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:none;border-top:double #000000 1.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>18≤</p></td>\n  </tr>\n  <tr>\n   <td width=\"70\" height=\"46\" valign=\"middle\" style=\"border-left:none;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>SS315</p>\n    <p>(SS490)<sup>1)</sup></p></td>\n   <td width=\"50\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 0.0pt 4.3pt 0.0pt\">\n    <p>≤0.28</p></td>\n   <td width=\"42\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 0.0pt 4.3pt 0.0pt\">\n    <p>≤0.50</p></td>\n   <td width=\"50\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 0.0pt 4.3pt 0.0pt\">\n    <p>≤1.50</p></td>\n   <td width=\"53\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 0.0pt 4.3pt 0.0pt\">\n    <p>≤0.050</p></td>\n   <td width=\"50\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 0.0pt 4.3pt 0.0pt\">\n    <p>≤0.050</p></td>\n   <td width=\"61\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>900≤</p></td>\n   <td width=\"61\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>315≤</p></td>\n   <td width=\"49\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>490</p>\n    <p>∼630</p></td>\n   <td width=\"58\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>19≤</p></td>\n   <td width=\"62\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:none;border-top:solid #000000 0.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>16≤</p></td>\n  </tr>\n  <tr>\n   <td width=\"70\" height=\"46\" valign=\"middle\" style=\"border-left:none;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>SS410</p>\n    <p>(SS540)</p></td>\n   <td width=\"50\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 0.0pt 4.3pt 0.0pt\">\n    <p>≤0.30</p></td>\n   <td width=\"42\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 0.0pt 4.3pt 0.0pt\">\n    <p>≤0.55</p></td>\n   <td width=\"50\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 0.0pt 4.3pt 0.0pt\">\n    <p>≤1.60</p></td>\n   <td width=\"53\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 0.0pt 4.3pt 0.0pt\">\n    <p>≤0.040</p></td>\n   <td width=\"50\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 0.0pt 4.3pt 0.0pt\">\n    <p>≤0.040</p></td>\n   <td width=\"61\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>900≤</p></td>\n   <td width=\"61\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>410≤</p></td>\n   <td width=\"49\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>540≤</p></td>\n   <td width=\"58\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>16≤</p></td>\n   <td width=\"62\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:none;border-top:solid #000000 0.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>14≤</p></td>\n  </tr>\n  <tr>\n   <td width=\"70\" height=\"46\" valign=\"middle\" style=\"border-left:none;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:solid #000000 1.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>SS450</p>\n    <p>(SS590)</p></td>\n   <td width=\"50\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:solid #000000 1.4pt;padding:4.3pt 0.0pt 4.3pt 0.0pt\">\n    <p>≤0.30</p></td>\n   <td width=\"42\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:solid #000000 1.4pt;padding:4.3pt 0.0pt 4.3pt 0.0pt\">\n    <p>≤0.55</p></td>\n   <td width=\"50\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:solid #000000 1.4pt;padding:4.3pt 0.0pt 4.3pt 0.0pt\">\n    <p>≤1.80</p></td>\n   <td width=\"53\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:solid #000000 1.4pt;padding:4.3pt 0.0pt 4.3pt 0.0pt\">\n    <p>≤0.040</p></td>\n   <td width=\"50\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:solid #000000 1.4pt;padding:4.3pt 0.0pt 4.3pt 0.0pt\">\n    <p>≤0.040</p></td>\n   <td width=\"61\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:solid #000000 1.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>900≤</p></td>\n   <td width=\"61\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:solid #000000 1.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>450≤</p></td>\n   <td width=\"49\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:solid #000000 1.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>590≤</p></td>\n   <td width=\"58\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:solid #000000 1.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>14≤</p></td>\n   <td width=\"62\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:none;border-top:solid #000000 0.4pt;border-bottom:solid #000000 1.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>12≤</p></td>\n  </tr>\n  <tr>\n   <td colspan=\"11\" width=\"605\" height=\"59\" valign=\"middle\" style=\"border-left:none;border-right:none;border-top:solid #000000 1.4pt;border-bottom:none;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>주 1) ASTM A1018의 Grade40(항복강도 275 ㎫ 이상, 인장강도 380 ㎫ 이상) 사용 가능<br>\n      2) 강판 양면 기준<br>\n      3) 설계할 때 강도는 이 값을 적용함(별도 시험결과가 있을 경우는 시험값을 적용할 수 있음)</p></td>\n  </tr>\n </tbody>\n</table>"
    },
    {
      "no": 5783,
      "sort": 54,
      "title": "2.1.1 강판",
      "level": 4,
      "label": "(2)",
      "contents": "<p>(2) 파형의 규격은 표준형, 대골형 등으로 구분할 수 있으며, 두께별 단면 특성 및 볼트 구멍의 배치는 제작사의 규격 및 설계도서를 따른다.</p>"
    },
    {
      "no": 5783,
      "sort": 55,
      "title": "2.1.1 강판",
      "level": 4,
      "label": "(3)",
      "contents": "<p>(3) 강판은 특별히 지정되지 않는 한 반드시 최종 형태로 성형하고, 볼트구멍을 펀칭한 후에 용융 아연 도금하여야 하며, 도금 후에는 임의 절단하거나 형상을 변화시켜서는 안 된다.</p>"
    },
    {
      "no": 5783,
      "sort": 56,
      "title": "2.1.2 볼트 및 기타",
      "level": 3,
      "label": "2.1.2",
      "contents": "<p>2.1.2 볼트 및 기타</p>"
    },
    {
      "no": 5783,
      "sort": 57,
      "title": "2.1.2 볼트 및 기타",
      "level": 4,
      "label": "(1)",
      "contents": "<p>(1) 강판 조립에 사용하는 볼트, 너트는 표준 규격에서 정하는 제품을 사용하여야 하며, 콘크리트와 연결시키기 위한 앵커볼트, 베이스채널은 각각 볼트 및 강판의 재료기준에 부합하여야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 58,
      "title": "2.1.2 볼트 및 기타",
      "level": 4,
      "label": "(2)",
      "contents": "<p>(2) 단기간 임시구조물로 사용할 경우 외에는 상기 금속 부속자재는 반드시 아연 도금되거나, 녹슬지 않는 재료를 사용하여야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 59,
      "title": "2.1.3 베딩 재료",
      "level": 3,
      "label": "2.1.3",
      "contents": "<p>2.1.3 베딩 재료</p>"
    },
    {
      "no": 5783,
      "sort": 60,
      "title": "2.1.3 베딩 재료",
      "level": 4,
      "label": "(1)",
      "contents": "<p>(1) 베딩 재료의 최대치수는 강판 골 피치(pitch)의 1/2(표준형 강판 75mm, 대골형 강판 190mm)을 초과해서는 안 된다.</p>"
    },
    {
      "no": 5783,
      "sort": 61,
      "title": "2.1.4 뒤채움 재료",
      "level": 3,
      "label": "2.1.4",
      "contents": "<p>2.1.4 뒤채움 재료</p>"
    },
    {
      "no": 5783,
      "sort": 62,
      "title": "2.1.4 뒤채움 재료",
      "level": 4,
      "label": "(1)",
      "contents": "<p>(1) 뒤채움은 압축성이 작은 입상질 재료를 이용하거나 입도분포가 양호한 재료를 사용한다. </p>"
    },
    {
      "no": 5783,
      "sort": 63,
      "title": "2.1.4 뒤채움 재료",
      "level": 4,
      "label": "(2)",
      "contents": "<p>(2) 구조적 뒤채움 재료는 다진 후 압축성이 작고 내구성이 우수한 부순 돌, 자갈, 입도분포가 양호한 모래 등 공사감독자가 확인한 재료 또는 혼합물로서 표 2.1-1과 같이 노상재료 이상의 품질을 보유하여야 하며, 최대입경은 강판 골 깊이의 1/2(표준형 기준 : 지름 75mm)을 초과하여서는 안 된다.</p>"
    },
    {
      "no": 5783,
      "sort": 64,
      "title": "2.1.4 뒤채움 재료",
      "level": 5,
      "label": "①",
      "contents": "<p>① 표 2.1-2의 노상재료급을 사용하는 경우에는 동절기의 동상 가능성에 대비하여야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 65,
      "title": "2.1.4 뒤채움 재료",
      "level": 6,
      "label": "표 2.1-2",
      "contents": "<table border=\"1\" cellspacing=\"0\" cellpadding=\"0\" style=\"border-collapse:collapse;border:none;\">\n <caption align=\"top\">\n  <p>표 2.1-2 지중강판구조물의 구조적 뒤채움 재료의 품질 기준</p>\n </caption>\n <tbody>\n  <tr>\n   <td width=\"161\" height=\"46\" valign=\"middle\" style=\"border-left:none;border-right:solid #000000 0.4pt;border-top:solid #000000 1.4pt;border-bottom:double #000000 1.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;등급</p>\n    <p>구분</p></td>\n   <td width=\"206\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 1.4pt;border-bottom:double #000000 1.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>보조기층재급(SB-1, SB-2)</p></td>\n   <td width=\"206\" height=\"46\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:none;border-top:solid #000000 1.4pt;border-bottom:double #000000 1.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>노상재료급</p></td>\n  </tr>\n  <tr>\n   <td width=\"161\" height=\"25\" valign=\"middle\" style=\"border-left:none;border-right:solid #000000 0.4pt;border-top:double #000000 1.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>200번체 통과량</p></td>\n   <td width=\"206\" height=\"25\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:double #000000 1.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>10% 이하</p></td>\n   <td width=\"206\" height=\"25\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:none;border-top:double #000000 1.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>25% 이하</p></td>\n  </tr>\n  <tr>\n   <td width=\"161\" height=\"25\" valign=\"middle\" style=\"border-left:none;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>소성지수(PI)</p></td>\n   <td width=\"206\" height=\"25\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>NP(비소성)</p></td>\n   <td width=\"206\" height=\"25\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:none;border-top:solid #000000 0.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>10% 이하</p></td>\n  </tr>\n  <tr>\n   <td width=\"161\" height=\"25\" valign=\"middle\" style=\"border-left:none;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:solid #000000 1.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>통일분류 기호</p></td>\n   <td width=\"206\" height=\"25\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:solid #000000 1.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>GW, SW, GP, SP</p></td>\n   <td width=\"206\" height=\"25\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:none;border-top:solid #000000 0.4pt;border-bottom:solid #000000 1.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>SM, SP</p></td>\n  </tr>\n </tbody>\n</table>"
    },
    {
      "no": 5783,
      "sort": 66,
      "title": "2.1.4 뒤채움 재료",
      "level": 4,
      "label": "(3)",
      "contents": "<p>(3) 토피부가 비교적 얇거나, 하중 조건이 불리할 경우, 특히 다음 조건의 경우에는 표 2.1-2의 보조기층재급 보조기층재 보다 세립분함유량이 적고 소성지수가 작은 채움재료를 사용하여야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 67,
      "title": "2.1.4 뒤채움 재료",
      "level": 5,
      "label": "①",
      "contents": "<p>① 토피두께가 최소토피 두께 이하일 때</p>"
    },
    {
      "no": 5783,
      "sort": 68,
      "title": "2.1.4 뒤채움 재료",
      "level": 5,
      "label": "②",
      "contents": "<p>② 구조물 단면 조건이 표 2.1-3에 해당할 경우</p>"
    },
    {
      "no": 5783,
      "sort": 69,
      "title": "2.1.4 뒤채움 재료",
      "level": 5,
      "label": "③",
      "contents": "<p>③ 지하수가 지표로 용출되는 지역</p>"
    },
    {
      "no": 5783,
      "sort": 70,
      "title": "2.1.4 뒤채움 재료",
      "level": 5,
      "label": "④",
      "contents": "<p>④ 구조물 하부지반이 매우 연약할 경우(지반개량 시는 제외 가능)</p>"
    },
    {
      "no": 5783,
      "sort": 71,
      "title": "2.1.4 뒤채움 재료",
      "level": 5,
      "label": "⑤",
      "contents": "<p>⑤ 지표와 가까운 깊이에 피압 대수층이 존재하는 지역</p>"
    },
    {
      "no": 5783,
      "sort": 72,
      "title": "2.1.4 뒤채움 재료",
      "level": 6,
      "label": "표 2.1-3",
      "contents": "<table border=\"1\" cellspacing=\"0\" cellpadding=\"0\" style=\"border-collapse:collapse;border:none;\">\n <caption align=\"top\">\n  <p>표 2.1-3 보조기층재를 사용하여야하는 구조물의 단면조건</p>\n </caption>\n <tbody>\n  <tr>\n   <td width=\"114\" height=\"25\" valign=\"middle\" style=\"border-left:none;border-right:solid #000000 0.4pt;border-top:solid #000000 1.4pt;border-bottom:double #000000 1.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>구&nbsp; 분</p></td>\n   <td width=\"443\" height=\"25\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:none;border-top:solid #000000 1.4pt;border-bottom:double #000000 1.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>단면조건</p></td>\n  </tr>\n  <tr>\n   <td rowspan=\"2\" width=\"114\" height=\"49\" valign=\"middle\" style=\"border-left:none;border-right:solid #000000 0.4pt;border-top:double #000000 1.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>표준형</p></td>\n   <td width=\"443\" height=\"25\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:none;border-top:double #000000 1.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>단면 폭(span)이 10m 이상일 경우</p></td>\n  </tr>\n  <tr>\n   <td width=\"443\" height=\"25\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:none;border-top:solid #000000 0.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>낮은 아치형, 높은 아치형의 상부 곡률 반지름이 4.5m 이상일 경우</p></td>\n  </tr>\n  <tr>\n   <td rowspan=\"2\" width=\"114\" height=\"49\" valign=\"middle\" style=\"border-left:none;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:solid #000000 1.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>대골형</p></td>\n   <td width=\"443\" height=\"25\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:none;border-top:solid #000000 0.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>단면 형태가 박스 브릿지인 경우</p></td>\n  </tr>\n  <tr>\n   <td width=\"443\" height=\"25\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:none;border-top:solid #000000 0.4pt;border-bottom:solid #000000 1.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>대골형 강판을 사용하는 모든 경우</p></td>\n  </tr>\n </tbody>\n</table>"
    },
    {
      "no": 5783,
      "sort": 73,
      "title": "2.1.4 뒤채움 재료",
      "level": 5,
      "label": "④",
      "contents": "<p>④ 강판 구조물에 직접 닿는 부분의 채움 재료는 15mm이내의 골재를 사용해야하며, 현장에 따라 토압의 저감을 위하여 강판주변 1m이내에 골재 포설을 하여야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 74,
      "title": "2.1.4 뒤채움 재료",
      "level": 4,
      "label": "(3)",
      "contents": "<p>(3) 일반 뒤채움재는 구조적 뒤채움재 외의 채움재료(골재 80mm 이내)로 현장 주변의 재료를 설계에 맞게 적용할 수 있으며, 큰 암석을 피하고 불가피할 경우 구조적 뒤채움 범위 내에 있지 않게 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 75,
      "title": "2.1.4 뒤채움 재료",
      "level": 4,
      "label": "(4)",
      "contents": "<p>(4) 구조적 뒤채움 영역에 일반 토사재료 대신 입상토, 물, 플라이애쉬, 시멘트 등으로 구성된 유동성 모르타르 혼합물과 안정 처리된 저강도재료(CLSM) 및 기타 특수재료를 사용할 수 있다.</p>"
    },
    {
      "no": 5783,
      "sort": 76,
      "title": "2.2 장비",
      "level": 2,
      "label": "2.2",
      "contents": "<p>2.2 장비</p>"
    },
    {
      "no": 5783,
      "sort": 77,
      "title": "2.2.1 크레인",
      "level": 3,
      "label": "2.2.1",
      "contents": "<p>2.2.1 크레인</p>"
    },
    {
      "no": 5783,
      "sort": 78,
      "title": "2.2.1 크레인",
      "level": 4,
      "label": "(1)",
      "contents": "<p>(1) 크레인은 KCS 11 40 05에 따른다.</p>"
    },
    {
      "no": 5783,
      "sort": 79,
      "title": "2.2.2 그라우트 주입용 믹서",
      "level": 3,
      "label": "2.2.2",
      "contents": "<p>2.2.2 그라우트 주입용 믹서</p>"
    },
    {
      "no": 5783,
      "sort": 80,
      "title": "2.2.2 그라우트 주입용 믹서",
      "level": 4,
      "label": "(1)",
      "contents": "<p>(1) 그라우트 주입용 믹서는 적어도 한 개소에서 연속적으로 주입작업이 될 수 있는 용량이어야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 81,
      "title": "3. 시공",
      "level": 1,
      "label": "3.",
      "contents": "<p>3. 시공</p>"
    },
    {
      "no": 5783,
      "sort": 82,
      "title": "3.1 시공기준",
      "level": 2,
      "label": "3.1",
      "contents": "<p>3.1 시공기준</p>"
    },
    {
      "no": 5783,
      "sort": 83,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 3,
      "label": "3.1.1",
      "contents": "<p>3.1.1 기초 및 뒤채움</p>"
    },
    {
      "no": 5783,
      "sort": 84,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 4,
      "label": "(1)",
      "contents": "<p>(1) 파형강판 구조물은 강판과 주변 지반의 상호작용을 통해서 구조적 성능을 발휘한다. 따라서 구조물 기초부 및 뒤채움부의 재료 선정과 시공에 주의하여야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 85,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 4,
      "label": "(2)",
      "contents": "<p>(2) 기초지반</p>"
    },
    {
      "no": 5783,
      "sort": 86,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 5,
      "label": "①",
      "contents": "<p>① 강판 구조물이 놓일 기초지반은 구조물 및 뒤채움 하중을 포함한 전체 상부하중에 대하여 설계서에 제시된 지지력을 가져야 하며 허용침하 이내가 되도록 시공하여야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 87,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 5,
      "label": "②",
      "contents": "<p>② 원지반이 ①의 조건을 만족하지 못할 경우에는 필요한 범위만큼 양질의 채움재로 치환하거나 지반개량 또는 보강하여야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 88,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 6,
      "label": "그림 3.1-1",
      "contents": "<p><img 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\" width=\"282\" height=\"257\" vspace=\"0\" hspace=\"0\" border=\"0\"></p><p>그림 3.1-1 기초지반 조건에 따른 처리방법 예</p>"
    },
    {
      "no": 5783,
      "sort": 89,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 5,
      "label": "③",
      "contents": "<p>③ 기초 지반을 굴착하여 구조물을 설치할 경우는 굴착 폭이 강판구조물 폭보다 3.0m이상 넓어야 하며, 강판 바닥면이 암반에 노출되어 있는 경우는 바닥면에서 300mm이상 깊이까지 양질의 자갈질 모래로 치환한다.</p>"
    },
    {
      "no": 5783,
      "sort": 90,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 5,
      "label": "④",
      "contents": "<p>④ 구조물이 설치되는 지반은 연약층과 암반이 교차하는 부분을 가급적 피하며, 불가피한 경우에는 연약층 구간은 양질의 모래, 자갈을 잘 다져서 형성하고, 암반 구간은 굴착 후 모래자갈로 느슨하게 포설하여 전 구간에 걸쳐 상대적인 변위가 최소화되도록 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 91,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 5,
      "label": "⑤",
      "contents": "<p>⑤ 상부토피 두께의 변화에 따른 구조물의 부등침하를 예상하여 구조물 바닥면에 일정량의 캠버를 둘 수 있다. 이 때 캠버의 양은 구조물 총 길이의 0.5% 이내로 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 92,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 4,
      "label": "(3)",
      "contents": "<p>(3) 베딩</p>"
    },
    {
      "no": 5783,
      "sort": 93,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 5,
      "label": "①",
      "contents": "<p>① 폐합단면 구조물을 시공할 경우는 기초지반과 구조물 바닥면 강판 사이에 투수성이 좋고, 입도분포가 양호한 사질토를 이용하여 베딩(bedding)을 설치하여야 한다. </p>"
    },
    {
      "no": 5783,
      "sort": 94,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 6,
      "label": "그림 3.1-2",
      "contents": "<p><img 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\" width=\"360\" height=\"162\" vspace=\"0\" hspace=\"0\" border=\"0\"></p><p>그림 3.1-2 베딩시공</p>"
    },
    {
      "no": 5783,
      "sort": 95,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 5,
      "label": "②",
      "contents": "<p>② 베딩의 두께는 구조물 중앙부에서 0.6m이상이 되도록 하며, 강판과 접하는 부분은 100mm정도 두께로 모래층을 느슨하게 조성하여 강판 골 사이가 흙으로 완전히 충진 될 수 있도록 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 96,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 5,
      "label": "③",
      "contents": "<p>③ 구조물 형상에 따라 다르나, 하부 강판의 곡률 반지름이 변하는 점 사이의 거리를 베딩의 폭으로 하며, 원형 구조물에서는 강판 측면 하부(헌치, haunch)의 다짐이 어렵지 않을 정도로 여유가 있는 부분까지 베딩을 형성하는 것이 좋다.</p>"
    },
    {
      "no": 5783,
      "sort": 97,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 5,
      "label": "④",
      "contents": "<p>④ 베딩을 시공할 때 다음의 사항에 대해 검토하여 충분한 지지력이 확보될 수 있도록 하여야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 98,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 6,
      "label": "가.",
      "contents": "<p>가. 구조물의 위치가 설계상의 위치와 일치 여부</p>"
    },
    {
      "no": 5783,
      "sort": 99,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 6,
      "label": "나.",
      "contents": "<p>나. 연약지반 및 암지반 등 지반상태 파악</p>"
    },
    {
      "no": 5783,
      "sort": 100,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 6,
      "label": "다.",
      "contents": "<p>다. 설계상의 지반 지지력 확보 여부</p>"
    },
    {
      "no": 5783,
      "sort": 101,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 6,
      "label": "라.",
      "contents": "<p>라. 파형강판 구조물 하부곡률의 형상에 유의한 베딩의 형성 상태</p>"
    },
    {
      "no": 5783,
      "sort": 102,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 4,
      "label": "(4)",
      "contents": "<p>(4) 뒤채움</p>"
    },
    {
      "no": 5783,
      "sort": 103,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 5,
      "label": "①",
      "contents": "<p>① 뒤채움은 균등하게 다져야 하며, 구조물 주변에 균등한 토압이 발휘될 수 있도록 기초지반과 뒤채움 재료는 동일한 재료이거나 차이가 적은 재료를 사용하여야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 104,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 5,
      "label": "②",
      "contents": "<p>② 지중강판 구조물의 뒤채움 부위는 강판 구조물의 거동에 직접적인 영향을 주는 구조적 뒤채움부와 그 외곽의 일반적 뒤채움부로 구분한다.</p>"
    },
    {
      "no": 5783,
      "sort": 105,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 5,
      "label": "③",
      "contents": "<p>③ 흙쌓기부에 구조물을 설치할 경우(흙쌓기 후 터파기 경우를 포함) 구조적 뒤채움 영역은 그림 3.1-3과 같이 옆으로는 강판 벽체의 최외측면으로부터 구조물 폭의 1/2 이상, 위로는 강판 벽체 천단부로부터 파형강판 암거에 구조적 영향을 미치지 않을 최소토피두께(dc) 이상이 확보되어야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 106,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 5,
      "label": "④",
      "contents": "<p>④ 원지반을 굴착하여 구조물을 설치할 경우 그림 3.1-4와 같이 강판 벽체의 최외측면으로부터 1.5m 이상 확보하여 굴착하여야 하며, 구조적 뒤채움 영역은 강판 벽체의 최외측면으로부터 구조물 폭의 1/2이상, 위로는 최소토피두께(dc) 이상의 범위를 구조적 뒤채움 영역으로 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 107,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 6,
      "label": "그림 3.1-3",
      "contents": "<p><img 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\" width=\"523\" height=\"132\" vspace=\"0\" hspace=\"0\" border=\"0\"></p><p>그림 3.1-3 쌓기부에 지중강판 구조물을 설치할 경우 구조적 뒤채움 영역</p>"
    },
    {
      "no": 5783,
      "sort": 108,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 6,
      "label": "그림 3.1-4",
      "contents": "<p><img src=\"data:image/gif;base64,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\" width=\"443\" height=\"146\" vspace=\"0\" hspace=\"0\" border=\"0\"></p><p>그림 3.1-4 기초지반을 굴착하여 설치하는 경우 구조적 뒤채움 영역</p>"
    },
    {
      "no": 5783,
      "sort": 109,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 5,
      "label": "⑤",
      "contents": "<p>⑤ 기초가 없는 구조물 내부포장 하부의 토사 다짐 중 강판에 손상이 가지 않도록 강판 인접부는 소형다짐기를 사용하여 다지며, 중앙부는 일반 다짐장비를 사용하여 다짐한다.</p>"
    },
    {
      "no": 5783,
      "sort": 110,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 6,
      "label": "가.",
      "contents": "<p>가. 단, 다짐작업이 여의치 않은 경우, 내부포장 하부 토사는 콘크리트로 대체할 수 있다.</p>"
    },
    {
      "no": 5783,
      "sort": 111,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 5,
      "label": "⑥",
      "contents": "<p>⑥ 구조적 뒤채움부의 시공은 KCS 11 20 25에 따르며, 이에 따라 1층 다짐 완료 후 두께가 200mm이하이어야 하며, 그 밀도는 KS F 2312의 C, D, 또는 E 방법으로 구한 최대건조밀도의 95% 이상이 되어야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 112,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 5,
      "label": "⑦",
      "contents": "<p>⑦ 한층 다짐두께는 시험다짐을 통해 요구되는 다짐도를 만족하는 것으로 판단되는 경우 공사감독자의 확인을 거쳐 조정할 수 있다.</p>"
    },
    {
      "no": 5783,
      "sort": 113,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 5,
      "label": "⑧",
      "contents": "<p>⑧ 뒤채움부는 토피고가 3.5m이하인 경우에는 보조기층재료를 사용하고, 토피고가 3.5m이상인 경우에는 노상토를 사용할 수 있다.</p>"
    },
    {
      "no": 5783,
      "sort": 114,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 5,
      "label": "⑨",
      "contents": "<p>⑨ 뒤채움부 다짐 작업 중에는 강판 벽체로부터 0.6m이내에 다짐 장비를 제외한 중장비의 주행을 엄격히 통제하여야 한다. 측면 다짐을 할 때의 다짐장비는 구조물 길이방향과 나란하게 주행시켜야 하며, 상부 다짐을 할 때에는 구조물 길이방향과 직각으로 주행시키도록 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 115,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 5,
      "label": "⑩",
      "contents": "<p>⑩ 구조물 양측의 다짐높이 차이는 한층 다짐두께(200mm) 이하이어야 하며, 편토압으로 인한 구조물 변형이 발생될 때에는 편토압 하중을 제거하여 단면형상을 바로잡은 후 다시 다짐을 실시하도록 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 116,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 5,
      "label": "⑪",
      "contents": "<p>⑪ 구조물의 뒤채움은 뒤채움재료를 포설하기 전 파형강판 구조물의 측면부에 200mm 마다 층 두께를 표시하여 층다짐 상태를 확인할 수 있도록 하며, 매 3층마다 다짐도 시험을 실시한다.</p>"
    },
    {
      "no": 5783,
      "sort": 117,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 5,
      "label": "⑫",
      "contents": "<p>⑫ 측면부의 뒤채움 다짐은 대형 롤러에 의한 것을 기본으로 하며, 부분적으로 대형 다짐장비의 작업이 곤란한 강판 벽체로부터 0.6m이내에는 소형다짐 장비를 사용하여 다짐하여야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 118,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 5,
      "label": "⑬",
      "contents": "<p>⑬ 기초가 없는 구조물의 헌치부 다짐은 충분한 다짐력을 확보하여야 하므로 헌치부의 다짐이 어려울 경우, 밀도가 높은 모래를 물다짐 또는 봉다짐을 하거나 경량 콘크리트를 헌치부 높이까지 타설하는 방법을 사용한다.</p>"
    },
    {
      "no": 5783,
      "sort": 119,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 5,
      "label": "⑭",
      "contents": "<p>⑭ 파형강판 구조물의 상부를 뒤채움할 때에는 천단부에서 설계상의 최소토피고 두께까지의 영역은 구조적 뒤채움으로 시공되어야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 120,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 5,
      "label": "⑮",
      "contents": "<p>⑮ 상부 다짐을 할 때에는 최소토피 두께가 확보되기 전에는 진동다짐을 하지 않으며, 다짐 장비를 제외한 중장비의 통행을 금지하고 중량물의 야적을 하여서는 안 된다.</p>"
    },
    {
      "no": 5783,
      "sort": 121,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 4,
      "label": "(5)",
      "contents": "<p>(5) 토피부</p>"
    },
    {
      "no": 5783,
      "sort": 122,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 5,
      "label": "①",
      "contents": "<p>① 강판 구조물 천단부(crown)에서 최소토피 두께까지의 영역은 구조적 뒤채움부에 준하여 시공한다.</p>"
    },
    {
      "no": 5783,
      "sort": 123,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 5,
      "label": "②",
      "contents": "<p>② 토피부 다짐을 할 때 장비는 구조물의 축과 직각방향으로 주행시키고, 최소토피두께가 확보되기 전에는 진동다짐을 하지 않는다.</p>"
    },
    {
      "no": 5783,
      "sort": 124,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 5,
      "label": "③",
      "contents": "<p>③ 최소토피두께가 확보되지 않은 상태에서는 다짐 장비를 제외한 중장비의 구조물 상부 통행을 금지하여야 하며, 중량물을 야적해서는 안 된다.</p>"
    },
    {
      "no": 5783,
      "sort": 125,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 4,
      "label": "(6)",
      "contents": "<p>(6) 흙쌓기⋅땅깎기부와 접속부 뒤채움</p>"
    },
    {
      "no": 5783,
      "sort": 126,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 5,
      "label": "①",
      "contents": "<p>① 뒤채움부와 접하는 흙쌓기 또는 땅깎기의 비탈면은 그림 3.1-5와 같이 다짐두께에 맞추어 톱날형 또는 계단식 층따기를 하여 다짐을 하고 느슨한 부분은 시공 전에 제거하여야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 127,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 5,
      "label": "②",
      "contents": "<p>② 분할 시공 시에는 1차분과 2차분의 뒤채움구간에 특히 유의한다.</p>"
    },
    {
      "no": 5783,
      "sort": 128,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 6,
      "label": "그림 3.1-5",
      "contents": "<p><img 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\" width=\"530\" height=\"171\" vspace=\"0\" hspace=\"0\" border=\"0\"></p><p>그림 3.1-5 흙쌓기⋅흙깎기부와 접속부 뒤채움</p>"
    },
    {
      "no": 5783,
      "sort": 129,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 4,
      "label": "(7)",
      "contents": "<p>(7) 종단경사부의 뒤채움</p>"
    },
    {
      "no": 5783,
      "sort": 130,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 5,
      "label": "①",
      "contents": "<p>① 기초가 없는 구조물의 흙쌓기부인 경우, 기초지반의 지지력을 필히 확보하여야 하며, 뒤채움은 그림 3.1-6의 개념도에 따라 실시하여 기초지반과 뒤채움 흙쌓기체가 일체화되도록 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 131,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 5,
      "label": "②",
      "contents": "<p>② 뒤채움은 가능한 한 최단기간에 완료하여 우천 등으로 인한 기초지반과 뒤채움 흙쌓기 재료 간의 교란을 방지하여야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 132,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 6,
      "label": "그림 3.1-6",
      "contents": "<p><img 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\" width=\"530\" height=\"151\" vspace=\"0\" hspace=\"0\" border=\"0\"></p><p>그림 3.1-6 종단경사가 있는 구조물의 뒤채움</p>"
    },
    {
      "no": 5783,
      "sort": 133,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 4,
      "label": "(8)",
      "contents": "<p>(8) 다짐할 때의 장비운용</p>"
    },
    {
      "no": 5783,
      "sort": 134,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 5,
      "label": "①",
      "contents": "<p>① 측면 다짐을 할 때 다짐장비는 구조물 길이방향과 나란하게 주행시켜야 하며, 상부 다짐을 할 때에는 구조물 길이 방향과 직각으로 주행하여 다짐작업을 하여야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 135,
      "title": "3.1.1 기초 및 뒤채움",
      "level": 5,
      "label": "②",
      "contents": "<p>② 뒤채움 작업을 할 때 파형강판 구조물의 측면에 뒤채움 재료를 부설할 경우 구조물에서 2m 이상 떨어져서 작업하여 구조물에 미치는 영향을 최소화하여야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 136,
      "title": "3.1.2 개단면 구조물의 기초부",
      "level": 3,
      "label": "3.1.2",
      "contents": "<p>3.1.2 개단면 구조물의 기초부</p>"
    },
    {
      "no": 5783,
      "sort": 137,
      "title": "3.1.2 개단면 구조물의 기초부",
      "level": 4,
      "label": "(1)",
      "contents": "<p>(1) 콘크리트 기초</p>"
    },
    {
      "no": 5783,
      "sort": 138,
      "title": "3.1.2 개단면 구조물의 기초부",
      "level": 5,
      "label": "①",
      "contents": "<p>① 개단면(아치형 단면) 구조물의 경우 강판 벽체를 지지할 수 있는 기초 콘크리트 구조물을 정확한 위치에 설치하여야 하며, 베이스채널 간격은 측량을 통해 확인하여야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 139,
      "title": "3.1.2 개단면 구조물의 기초부",
      "level": 4,
      "label": "(2)",
      "contents": "<p>(2) 강판과 기초의 연결</p>"
    },
    {
      "no": 5783,
      "sort": 140,
      "title": "3.1.2 개단면 구조물의 기초부",
      "level": 5,
      "label": "①",
      "contents": "<p>① 강판과 기초콘크리트는 베이스채널(base channel)을 이용하여 연결한다.</p>"
    },
    {
      "no": 5783,
      "sort": 141,
      "title": "3.1.2 개단면 구조물의 기초부",
      "level": 5,
      "label": "②",
      "contents": "<p>② 베이스채널은 콘크리트 타설 전에 매설앵커와 함께 설치하며, 콘크리트를 먼저 타설한 경우에는 매입된 앵커로 고정시킨 앵글(anchored connection angle)을 사용하여야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 142,
      "title": "3.1.2 개단면 구조물의 기초부",
      "level": 5,
      "label": "③",
      "contents": "<p>③ 채널은 강판과 직각으로 연결되도록 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 143,
      "title": "3.1.2 개단면 구조물의 기초부",
      "level": 6,
      "label": "그림 3.1-7",
      "contents": "<p><img 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\" width=\"359\" height=\"165\" vspace=\"0\" hspace=\"0\" border=\"0\"></p><p>그림 3.1-7 베이스채널을 이용한 기초연결부</p>"
    },
    {
      "no": 5783,
      "sort": 144,
      "title": "3.1.3 강판 조립 및 기타",
      "level": 3,
      "label": "3.1.3",
      "contents": "<p>3.1.3 강판 조립 및 기타</p>"
    },
    {
      "no": 5783,
      "sort": 145,
      "title": "3.1.3 강판 조립 및 기타",
      "level": 4,
      "label": "(1)",
      "contents": "<p>(1) 자재의 검수 및 현장 준비</p>"
    },
    {
      "no": 5783,
      "sort": 146,
      "title": "3.1.3 강판 조립 및 기타",
      "level": 5,
      "label": "①",
      "contents": "<p>① 수급인은 공사감독자의 입회 아래 다음 사항들을 확인하여 적합한 자재에 한하여 현장에 반입하며, 이 때 아연도금된 강판재와 부속자재에 대해서는 KS D 0210의 중량법(직접법), 또는 염화안티몬법(간접법)에 따른 아연도금 부착량 시험성적서(공인시험기관 발급)를 첨부하여야하며, 현장에 반입할 때에는 도막게이지를 이용하여 도금두께를 확인하여야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 147,
      "title": "3.1.3 강판 조립 및 기타",
      "level": 6,
      "label": "가.",
      "contents": "<p>가. 강판의 두께와 수량</p>"
    },
    {
      "no": 5783,
      "sort": 148,
      "title": "3.1.3 강판 조립 및 기타",
      "level": 6,
      "label": "나.",
      "contents": "<p>나. 강판 단부 및 볼트 구멍 마감 상태</p>"
    },
    {
      "no": 5783,
      "sort": 149,
      "title": "3.1.3 강판 조립 및 기타",
      "level": 6,
      "label": "다.",
      "contents": "<p>다. 강판 도금 상태 및 도금량</p>"
    },
    {
      "no": 5783,
      "sort": 150,
      "title": "3.1.3 강판 조립 및 기타",
      "level": 6,
      "label": "라.",
      "contents": "<p>라. 볼트, 너트 등 부속품의 규격 부합 여부</p>"
    },
    {
      "no": 5783,
      "sort": 151,
      "title": "3.1.3 강판 조립 및 기타",
      "level": 5,
      "label": "②",
      "contents": "<p>② 구조물을 설치할 현장에서는 반입 자재의 보관 위치, 크레인 등과 같은 소요 장비의 작업위치, 뒤채움 작업 중 공사장비의 진출로 등을 사전에 정하여야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 152,
      "title": "3.1.3 강판 조립 및 기타",
      "level": 5,
      "label": "③",
      "contents": "<p>③ 강판은 변형⋅표면 손상이 발생하지 않도록 주의하여 운반․취급하여야 하며, 강판을 설치하는 중에도 무거운 물체나 단단한 물건으로 타격되지 않도록 하여야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 153,
      "title": "3.1.3 강판 조립 및 기타",
      "level": 5,
      "label": "④",
      "contents": "<p>④ 손상된 강판과 아연도금이 벗겨진 강판은 교체하도록 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 154,
      "title": "3.1.3 강판 조립 및 기타",
      "level": 4,
      "label": "(2)",
      "contents": "<p>(2) 강판 조립</p>"
    },
    {
      "no": 5783,
      "sort": 155,
      "title": "3.1.3 강판 조립 및 기타",
      "level": 5,
      "label": "①",
      "contents": "<p>① 강판 조립은 설치도면 또는 시공계획서에 따라 실시되어야 하며, 하류측(낮은 쪽)에서 상류측(높은 쪽)으로 진행하고, 필요할 경우에는 지지대 또는 강선을 이용하여 설계단면 형상이 유지되도록 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 156,
      "title": "3.1.3 강판 조립 및 기타",
      "level": 5,
      "label": "②",
      "contents": "<p>② 현장에 반입되는 강판은 일반적으로 규격과 곡률이 모두 다르므로 조립할 때 반드시 설치도면에 따라 순서와 위치가 바뀌지 않도록 주의하여야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 157,
      "title": "3.1.3 강판 조립 및 기타",
      "level": 5,
      "label": "③",
      "contents": "<p>③ 강판을 서로 포갤 때는 빈틈을 최소화하여야 하며, 한 지점에서 4장 이상의 강판이 동시에 포개져서는 안 되고, 강판 연결부에는 개스킷이나 패킹 등을 사용하여야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 158,
      "title": "3.1.3 강판 조립 및 기타",
      "level": 5,
      "label": "④",
      "contents": "<p>④ 곡률반경이 변하는 위치 외에는 구조물 길이방향으로 이음부의 위치가 연속되지 않도록 조립하여야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 159,
      "title": "3.1.3 강판 조립 및 기타",
      "level": 5,
      "label": "⑤",
      "contents": "<p>⑤ 볼트의 공칭 조임 토크는 200N·m∼400N·m로서 전체에 걸쳐 균등한 토크로 조립하여야 하고, 강판 조립이 완료된 후에는 공사감독자 입회 아래 길이방향 이음부와 원주방향 이음부에 대해 각각 볼트 전체수량의 3%에 해당하는 수량을 무작위로 선정하여 토크게이지로 검사하여야 하며, 공칭토크 범위 밖의 볼트 수량이 검사 대상 수량의 10% 이상일 경우는 전체 볼트를 대상으로 다시 조임을 실시하여야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 160,
      "title": "3.1.4 단면 변화 측정",
      "level": 3,
      "label": "3.1.4",
      "contents": "<p>3.1.4 단면 변화 측정</p>"
    },
    {
      "no": 5783,
      "sort": 161,
      "title": "3.1.4 단면 변화 측정",
      "level": 4,
      "label": "(1)",
      "contents": "<p>(1)파형강판 구조물은 ① 조립 직후, ② 뒤채움(토피부 포함) 도중, ③ 시공 완료 직후에 단면의 형상 크기 변화를 측정하여야 하며, 현장 여건에 따라 계측시기를 감독자와 상의하여 현장계측을 실시할 수 있다.</p>"
    },
    {
      "no": 5783,
      "sort": 162,
      "title": "3.1.4 단면 변화 측정",
      "level": 4,
      "label": "(2)",
      "contents": "<p>(2)조립이 끝나면 뒤채움을 시작하기 전에 단면 크기를 측정하여 설계 형상에서 5% 이상 벗어난 경우에는 볼트를 느슨히 풀어 형상을 맞춘 후 다시 조립하여야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 163,
      "title": "3.1.4 단면 변화 측정",
      "level": 4,
      "label": "(3)",
      "contents": "<p>(3)뒤채움이 시작되면 토피부 시공을 마칠 때까지 각 층 다짐 직후에 구조물 내 단면 크기를 측정(상이한 위치의 3개소 이상 측정)하여 변형량을 파악하여야 한다. 시공 도중 및 완료 후 허용되는 변형량의 기준은 표 3.1-1과 같다. 단면 변형량이 표 3.1-1의 기준을 초과할 경우에는 즉시 시공을 중지하고 원인을 규명하며, 보강대책을 강구하여 변형량을 기준 이내로 줄여야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 164,
      "title": "3.1.4 단면 변화 측정",
      "level": 5,
      "label": "표 3.1-1",
      "contents": "<table border=\"1\" cellspacing=\"0\" cellpadding=\"0\" style=\"border-collapse:collapse;border:none;\">\n <caption align=\"top\">\n  <p>표 3.1-1 시공 도중, 직후의 구조물 변형량 허용 범위</p>\n </caption>\n <tbody>\n  <tr>\n   <td width=\"171\" height=\"28\" valign=\"middle\" style=\"border-left:none;border-right:solid #000000 0.4pt;border-top:solid #000000 1.4pt;border-bottom:double #000000 1.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>분류</p></td>\n   <td width=\"405\" height=\"28\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:none;border-top:solid #000000 1.4pt;border-bottom:double #000000 1.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>허용하는 단면 변형량</p></td>\n  </tr>\n  <tr>\n   <td width=\"171\" height=\"28\" valign=\"middle\" style=\"border-left:none;border-right:solid #000000 0.4pt;border-top:double #000000 1.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>표준형 강판 적용할 때</p></td>\n   <td width=\"405\" height=\"28\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:none;border-top:double #000000 1.4pt;border-bottom:solid #000000 0.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>그림 3.1-8에 정의된 구조물 높이(rise, R)의 5% 이내</p></td>\n  </tr>\n  <tr>\n   <td width=\"171\" height=\"28\" valign=\"middle\" style=\"border-left:none;border-right:solid #000000 0.4pt;border-top:solid #000000 0.4pt;border-bottom:solid #000000 1.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>대골형 강판 적용할 때</p></td>\n   <td width=\"405\" height=\"28\" valign=\"middle\" style=\"border-left:solid #000000 0.4pt;border-right:none;border-top:solid #000000 0.4pt;border-bottom:solid #000000 1.4pt;padding:4.3pt 5.1pt 4.3pt 5.1pt\">\n    <p>그림 3.1-8에 정의된 구조물 높이(rise, R)의 2% 이내</p></td>\n  </tr>\n </tbody>\n</table>"
    },
    {
      "no": 5783,
      "sort": 165,
      "title": "3.1.4 단면 변화 측정",
      "level": 5,
      "label": "그림 3.1-8",
      "contents": "<p><img 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\" width=\"549\" height=\"554\" vspace=\"0\" hspace=\"0\" border=\"0\"></p><p>그림 3.1-8 파형강판 구조물 적용단면 (S=폭-span, R=높이-rise)</p>"
    },
    {
      "no": 5783,
      "sort": 166,
      "title": "3.1.5 기타 사항",
      "level": 3,
      "label": "3.1.5",
      "contents": "<p>3.1.5 기타 사항</p>"
    },
    {
      "no": 5783,
      "sort": 167,
      "title": "3.1.5 기타 사항",
      "level": 4,
      "label": "(1)",
      "contents": "<p>(1) 강판 이음부 또는 볼트 구멍을 통해 물이 침투하는 것을 방지하기 위하여 강판 이음부를 대상으로 아스팔트 역청재료 도포 등 적절한 표면 방수 처리를 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 168,
      "title": "3.1.5 기타 사항",
      "level": 4,
      "label": "(2)",
      "contents": "<p>(2) 주변 수위가 높아 부력이 작용할 경우는 양압력에 대한 검토를 거쳐 필요할 때 구조물의 자중을 증대시키거나 앵커를 설치하는 등 대책을 마련하여야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 169,
      "title": "3.1.5 기타 사항",
      "level": 4,
      "label": "(3)",
      "contents": "<p>(3) 강판 부재의 부식이나 손상이 염려되는 환경에서 구조물을 시공하여야 할 경우는 강판 두께를 늘리거나 보호막을 피복하는 등의 조치를 취하여야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 170,
      "title": "3.1.5 기타 사항",
      "level": 4,
      "label": "(4)",
      "contents": "<p>(4) 강판구조물을 기존의 콘크리트 구조물 등 강성 거동체에 연결하여 시공하고자 할 때에는 구조물 접합부에 대한 응력검토를 통하여 적절한 방식의 조인트를 설치하거나 보강하여야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 171,
      "title": "3.1.5 기타 사항",
      "level": 4,
      "label": "(5)",
      "contents": "<p>(5) 합성형 구조물을 시공할 때 뒤채움 재료로서 SB-1, SB-2의 재료를 사용한다.</p>"
    },
    {
      "no": 5783,
      "sort": 172,
      "title": "3.1.6 파형강판 단면보강",
      "level": 3,
      "label": "3.1.6",
      "contents": "<p>3.1.6 파형강판 단면보강</p>"
    },
    {
      "no": 5783,
      "sort": 173,
      "title": "3.1.6 파형강판 단면보강",
      "level": 4,
      "label": "(1)",
      "contents": "<p>(1) 파형강판 지중구조물의 내하력을 증대시키기 위하여 구조물을 보강할 수 있다.</p>"
    },
    {
      "no": 5783,
      "sort": 174,
      "title": "3.1.6 파형강판 단면보강",
      "level": 4,
      "label": "(2)",
      "contents": "<p>(2) 보강재는 본체 구조물과 동일한 곡선반지름을 갖고 구조물 길이방향에 대하여 규칙적인 간격으로 설치하여야 한다.</p>"
    },
    {
      "no": 5783,
      "sort": 175,
      "title": "3.1.6 파형강판 단면보강",
      "level": 4,
      "label": "(3)",
      "contents": "<p>(3) 본체 구조물과 보강재 사이에 콘크리트를 충진할 경우 내하력을 위한 보강단면의 강성 산정은 비합성 단면으로 하여야 하며, 합성단면으로 고려할 경우 별도의 검토가 필요하다.</p>"
    }
  ],
  "downloaded_at": "2026-01-23T22:08:53.889236"
}