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KDS 14 20 64 구조용 무근콘크리트 설계기준.pdf

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XionglaiLu

4층 이상의 건축물에 무근콘크리트를 사용한 기초요소를 가질 수 없다.

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설계기준 Korea Design Standard KDS 41 10 05 : 2016 국 가 건 설 기 준 건 축 구 조 기 준 총 칙 건축구조기준 총칙 년 월 일 제정 2016 6 30 http://www.kcsc.re.kr KDS 41 10 05 KDS 14 00 00 구조설계기준 KDS 14 00 00 KDS 14 20 64 : 2021 구조용 무근콘크리트 설계기준 구 조 설 계 기 준 년 월 일 개정 2021 02 18 http://www.kcsc.re.kr
건설기준 제정 또는 개정에 따른 경과 조치 이 기준은 발간 시점부터 사용하며 이미 시행 중에 있는 설계용역이나 건 , 설공사는 발주기관의 장이 필요하다고 인정하는 경우 종전에 적용하고 있는 기준을 그대로 사용할 수 있습니다.
건설기준 연혁 ∙ !"#$%"&'#$"()*+",-."/0"#1"&'#$ '+#$ 2$345 6"78 ( , ) ․ 9:;"<=">?@A"()B"CD"E<@FG. ∙ !"#$%"#1H"IJKL"'+#$."MNOP"QR;"CD"E<@A"#$SB"TEU" VSB"TWXE"YZ%"G["]G. 제 정 년 월 일 : 2016 6 30 심 의 중앙건설기술심의위원회 : 소관부서 국토교통부 기술혁신과 : 관련단체 한국콘크리트학회 : 개 정 년 월 일 : 2021 02 18 자문검토 국가건설기준센터 건설기준위원회 : 작성기관 한국콘크리트학회 : 건설기준 주요내용 제정 또는 개정 년 월 ( . ) 콘크리트구조설계기준 ∙ 콘크리트 토목 건축 에서 다르게 적용하는 설계 ( , ) 규정 기술용어 및 기호 등을 통일 , 제정 (1999.5) 콘크리트구조설계기준 ∙ 콘크리트 허용균열폭 피복두께 인장철근 정착길이 , , 관련 내용수정 ∙ 벽체의 부재 적용범위 구체화 개정 (2003.4) 콘크리트구조설계기준 ∙ 국제표준규격에 따라 단위 수정 ∙ 경제성과 안정성을 고려하여 하중계수 하중조합 , 및 강도감소계수 등을 개정 개정 (2007.10) 콘크리트구조기준 ∙ 콘크리트의 사용성 및 내구성 관련 연구결과 반영 ∙ 성능기반설계의 기본적인 고려사항을 수록하여 성능기반설계의 도입 개정 (2012.10) KDS 14 20 64 : 2016 ∙ 건설기준 코드체계 전환에 따라 코드화로 통합 정비함 제정 (2016.6) KDS 14 20 64 : 2020 ∙ 콘크리트 건설기준에 대한 최신 기술 반영 ∙ 콘크리트 건설기준의 적합성 검토 및 정비 개정 (2021.2)
목 차 ^_`a 1. ······································································································································· 1 bc 1.1 ········································································································································ 1 cd"ef 1.2 ······························································································································ 1 gh"#$ 1.3 ······························································································································ 1 diH"EH 1.4 ·························································································································· 2 #jH"EH 1.5 ·························································································································· 2 k`"l"+m 2. ······························································································································· 2 no 3. ··············································································································································· 2 '+ 4. ··············································································································································· 2 '+"^_ 4.1 ······························································································································ 2 pq 4.2 ········································································································································ 4 r* 4.3 ········································································································································ 5 #st 4.4 ···································································································································· 6 uv 4.5 ········································································································································ 7 wKxyLIJKL"Qn 4.6 ·································································································· 7 z{'+|"}~IJKL 4.7 ·································································································· 8
구조용 무근콘크리트 설계기준 KDS 14 20 64 : 2021 구조설계기준 KDS 14 00 00 1 ^_`a 1. bc 1.1 !"#$%"•kd"}~IJKL•kH"'+4€;"T3@h"QnH"•,‚;"ƒ„@ (1) #"fU"…†UH"‡•k&;"ˆEUG. cd"ef 1.2 (1) ‰Š‹#IJKL"ŒP"wKxyLIJKL"Qn"•"]%"•kd"}~IJKL"Q nH"'+|"3Ž%"!"#$H"ˆE;"/0•"UG. (2) „q|"•2‘"’“”"•"]!"•‘."•B"••OP"’“”H"'+|"3Ž%"!" #$;"cd@•"–PG G— !˜U"Qn™"Gš"•k"Qn."HM"›œ@7"ŒP" . , ›•@7;"•‘SB",ž@P"Ÿ P"!"#$;"cdUG. (3) ¡‹ •@"'<"•k¢ 7£r ¤¥r"]%"¦›U"•k¢."§M5q"!"#$H" , , , MN"ˆE¨;"cd©"›"ªG. gh"#$ 1.3 ∙ IJKL•k"'+ pq'+€ ^_`a KDS 14 20 01 ( ) ∙ IJKL•k"M«"'+"¬- KDS 14 20 10 ∙ IJKL•k"®"l"¯°"'+#$" KDS 14 20 20 ∙ IJKL•k",±"l"<²³"'+#$" KDS 14 20 22 ∙ IJKL•k"yL´ µ!¶·"#$ KDS 14 20 24 - ∙ IJKL•k"¸B"'+#$ KDS 14 20 26 ∙ IJKL•k"`d‚"'+#$ KDS 14 20 30 ∙ IJKL•k"z•‚"'+#$ KDS 14 20 40 ∙ IJKL•k"¹~9º"'+#$ KDS 14 20 50 ∙ IJKL•k"E»"l"!["'+#$ KDS 14 20 52 ∙ IJKLd"¼½"'+#$ KDS 14 20 54 ∙ wKyL¾yL"IJKL•k"'+#$ KDS 14 20 60 ∙ wKxyL"IJKL•k"'+#$ KDS 14 20 62 ∙ D‚IJKL"'+#$ KDS 14 20 66 ∙ IJKL"’“”|"#st"'+#$ KDS 14 20 70 ∙ IJKL"r*"'+#$ KDS 14 20 72 ∙ #µ"IJKL•k"'+#$ KDS 14 20 74 ∙ IJKL"z{'+•k"'+#$ KDS 14 20 80 ∙ #1"IJKL•k¢H"•,‚"•™#$ KDS 14 20 90
구조용 무근콘크리트 설계기준 KDS 14 20 64 : 2021 구조설계기준 KDS 14 00 00 2 diH"EH 1.4 ."/šG (1) KDS 14 20 01(1.4) . #jH"EH 1.5 ∙ !" ±‘H",*"‘c : , mm2 ∙ !# n@‘c : , mm2 ∙ !$ ¿‘!"n@Oh"À‘"#Á#™"›œ" ."§@A"›•" Â"•Ã"zQ."Ä,U" : 1 2 ÅÆB"•‚OP"¸0Ç) ¬È"ŒP"É#H"™Š"Ê"˱*"Ì‘H"‘c , , mm2 ∙ % QnÍ : , mm ∙ %& #st.5",±."§U"fα‘H"ϾÐ! : , mm ∙ '( n@‘c" : !#H"ŽÑ•¯pq" ∙ )*+ IJKLH"'+#$¯°pq : , MPa ∙ , QnH",*"ÒÓ : , mm ∙ -* ÔÕÃ"`!H"›œÖK : , mm ∙ .( ±‘H"ŽÑ®pq : ∙ ./ ±‘H"+›®¶×L : ∙ 0( ±‘H"ŽÑ°pq : ∙ 0(1 ."HM"'+Ø"r*H"ŽÑ°pq : 4.3 ∙ 0/ ui{"ÙÚ."§U"+›°£ : ∙ 23 ±‘+› : , mm3 ∙ 4( ±‘H"ŽÑ,±pq" : ∙ 4/ ±‘H"+›,±£ : ∙ 5* Û7"ŒP"_£H"Üd‘.5"Ý%"Þ."§U"ß"ÞH"< : ∙ 6 ŸàIJKL+› gk : (KDS 14 20 10(4.4) ) k`"l"+m 2. zd"á[. no 3. ."/šG (1) KDS 14 20 01(3) . '+ 4. '+"^_ 4.1 TU"`a 4.1.1 (1) !"#$H"ˆE%"}~IJKL"QnH"'+."cd@A•"UG.
구조용 무근콘크리트 설계기준 KDS 14 20 64 : 2021 구조설계기준 KDS 14 00 00 3 (2) •kd"}~IJKLP"G[H" l" H"Ÿ .—"`d©"›"ªSâ #ã.P" , , ① ② ③ }~IJKLä"`d©"›"áG. •_"ŒP"Gš"•kd"Qn."HM"YåcSB"›œ"••OP"Qn ① ¶æ"@7k&.5"¡‹Üd."HM"¯°£!"çèOP"Qn ② r*|"uv gk (4.3, 4.5 ) ③ (3) !"#$H"ˆE%"‰Š‹#IJKL"éê"l"•_."ëì"=vH"'+."cd©"›" áG. (4) •kd"}~IJKLH"'+#$¯°pqP"18 !9 í3." H"z MPa , KDS 14 20 40 •‚"TU"`a.5"‡•@P"î"!9SB"@A•"UG. ïð 4.1.2 (1) •kd"}~IJKL"Qnä"®"ñY准B"òó#"f@A"›°ïð"RKïð;" `d@A•"UG v"‡†H"J#P"JKw &k›° ôqH"õö."HU"GU"z . , , Q"÷£H"èø;"ùT©"›"ªqú"ûE@A•"UG. (2) ›°ïð"ŒP"RKïðH"X›|"f‹ä"ûE©"ü"#ýk&H"õö noH"þÿ" , !D< IJKLH"!D ‹# "ø ÞÅ."§U"•åH"Eq Qn™"Ôh"ªP"@ , , , , , 7."HU"÷£"#Kh"3Ž#$"•;"h%@A•"UG. '+"4€ 4.1.3 (1) •kd"}~IJKL"QnP"@7+›|"pq&†+›ä"`d@A"!"'+#$H"ˆ E."/š"cËU"pqä"è'©"›"ªqú"'+@A•"UG. (2) +›@7"±‘£%" H"ˆE."/0"ûE@A•"UG KDS 14 20 10(3.2) . (3) †‡pq™"'+pqä"s@P"Ÿ .P"¹~SB"„p@A•"@â ¹~;"`dU" , QnP"!"'+#$H"¹~IJKL"•k¢"'+."§U"¶æ"ˆE;"cd@A"'+ @A•"UG. (4) ®¶×L|"°£;"ÔP"•kd"}~IJKL"QnH"pq'+P"¯°"Š"¶Ò" þÅ"÷£ ÞÅ(")+."~Ö@A•"UG - . (5) H"ˆE;"/*‘"}~IJKL"Qnä"'+©"ü"IJKLH"Špqä"h%©" 4.1.2 ›"ªG. (6) ¹~!"!‹Oi"ª;"Ÿ .q"¹~H"pqP"h%@•"–PG. (7) Š£%"v"}~IJKL"‡†H"+Q"±Q 3Žïð ›°ïð RKïð;"CM", , , , žO•"–¡•"UG Â,U"•kd"}~IJKL"‡†"`!H"Š."HU"®"Yå‚ . %"áGh"™E@A•"UG. (8) ®¶×L ®¶×L|"°£H"kD ,±£."§U"pqä"+-©"ü"QnH",*"± , , ‘;"'+."h%UG G— •_."IJKLä"‹P"Ÿ .",*"ÒÓ" . , ,P".T"Ò Ó„G"50 Ü%"î;"`d@A•"UG mm .
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구조용 무근콘크리트 설계기준 KDS 14 20 64 : 2021 구조설계기준 KDS 14 00 00 9 집필위원 성 명 소 속 성 명 소 속 이성철 경북대학교 이현호 동양대학교 양근혁 경기대학교 장봉석 K-water 자문위원 성 명 소 속 성 명 소 속 김상식 인하대학교 오명석 서영엔지니어링 ㈜ 김우 전남대학교 윤병익 아이맥스트럭쳐 김진근 KAIST 정광량 동양구조안전기술 ㈜ 박성무 영남대학교 정란 단국대학교 변윤주 수성엔지니어링 ㈜ 정영수 중앙대학교 신현목 성균관대학교 한록희 효명이씨에스 ㈜ 심종성 한양대학교 홍성걸 서울대학교 국가건설기준센터 및 건설기준위원회 성 명 소 속 성 명 소 속 이영호 한국건설기술연구원 김현욱 포스코건설 구재동 한국건설기술연구원 노병철 상지대학교 김기현 한국건설기술연구원 박성용 한국건설기술연구원 김나은 한국건설기술연구원 박완신 충남대학교 김태송 한국건설기술연구원 박홍근 서울대학교 김희석 한국건설기술연구원 승종명 승이엔지 ㈜ 류상훈 한국건설기술연구원 윤현도 충남대학교 소병진 한국건설기술연구원 이선호 삼안 ㈜ 원훈일 한국건설기술연구원 이재훈 영남대학교 이승환 한국건설기술연구원 이종석 한국건설기술연구원 이용수 한국건설기술연구원 이지훈 서영엔지니어링 ㈜ 이용준 한국건설기술연구원 장봉석 K-water 주영경 한국건설기술연구원 장승엽 한국교통대학교 최봉혁 한국건설기술연구원 정해문 한국도로공사 허원호 한국건설기술연구원 차경렬 현대건설 김선우 충남대학교 차수원 울산대학교 김성수 대진대학교 최광호 남서울대학교 김순환 창민우구조컨설턴트 최석환 국민대학교 김영진 한국콘크리트학회 최정욱 한국콘크리트학회 김점한 크로스구조연구소기술사 ㈜ 홍건호 호서대학교 김지상 서경대학교
구조용 무근콘크리트 설계기준 KDS 14 20 64 : 2021 구조설계기준 KDS 14 00 00 10 중앙건설기술심의위원회 성 명 소 속 성 명 소 속 곽종원 한국건설기술연구원 박정권 한국토지주택공사 LH 김성민 한국토지주택공사 LH 임동현 한국도로공사 김성수 대진대학교 전진구 서경대학교 김희대 세광종합기술단 국토교통부 성 명 소 속 성 명 소 속 박명주 국토교통부 기술혁신과 양성모 국토교통부 기술혁신과
KDS 14 20 64 : 2021 구조용 무근콘크리트 설계기준 년 월 일 개정 2021 2 18 소관부서 국토교통부 기술혁신과 관련단체 한국콘크리트학회 서울특별시 강남구 테헤란로 길 한국과학기술회관 신관 호 06130 7 22 1009 Tel : 02-568-5985 E-mail : kci@kci.or.kr http://www.kci.or.kr 작성기관 한국콘크리트학회 서울특별시 강남구 테헤란로 길 한국과학기술회관 신관 호 06130 7 22 1009 Tel : 02-568-5985 E-mail : kci@kci.or.kr http://www.kci.or.kr 국가건설기준센터 경기도 고양시 일산서구 고양대로 대화동 10223 283( ) Tel : 031-910-0444 E-mail : kcsc@kict.re.kr http://www.kcsc.re.kr

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  • 1. 설계기준 Korea Design Standard KDS 41 10 05 : 2016 국 가 건 설 기 준 건 축 구 조 기 준 총 칙 건축구조기준 총칙 년 월 일 제정 2016 6 30 http://www.kcsc.re.kr KDS 41 10 05 KDS 14 00 00 구조설계기준 KDS 14 00 00 KDS 14 20 64 : 2021 구조용 무근콘크리트 설계기준 구 조 설 계 기 준 년 월 일 개정 2021 02 18 http://www.kcsc.re.kr
  • 2. 건설기준 제정 또는 개정에 따른 경과 조치 이 기준은 발간 시점부터 사용하며 이미 시행 중에 있는 설계용역이나 건 , 설공사는 발주기관의 장이 필요하다고 인정하는 경우 종전에 적용하고 있는 기준을 그대로 사용할 수 있습니다.
  • 3. 건설기준 연혁 ∙ !"#$%"&'#$"()*+",-."/0"#1"&'#$ '+#$ 2$345 6"78 ( , ) ․ 9:;"<=">?@A"()B"CD"E<@FG. ∙ !"#$%"#1H"IJKL"'+#$."MNOP"QR;"CD"E<@A"#$SB"TEU" VSB"TWXE"YZ%"G["]G. 제 정 년 월 일 : 2016 6 30 심 의 중앙건설기술심의위원회 : 소관부서 국토교통부 기술혁신과 : 관련단체 한국콘크리트학회 : 개 정 년 월 일 : 2021 02 18 자문검토 국가건설기준센터 건설기준위원회 : 작성기관 한국콘크리트학회 : 건설기준 주요내용 제정 또는 개정 년 월 ( . ) 콘크리트구조설계기준 ∙ 콘크리트 토목 건축 에서 다르게 적용하는 설계 ( , ) 규정 기술용어 및 기호 등을 통일 , 제정 (1999.5) 콘크리트구조설계기준 ∙ 콘크리트 허용균열폭 피복두께 인장철근 정착길이 , , 관련 내용수정 ∙ 벽체의 부재 적용범위 구체화 개정 (2003.4) 콘크리트구조설계기준 ∙ 국제표준규격에 따라 단위 수정 ∙ 경제성과 안정성을 고려하여 하중계수 하중조합 , 및 강도감소계수 등을 개정 개정 (2007.10) 콘크리트구조기준 ∙ 콘크리트의 사용성 및 내구성 관련 연구결과 반영 ∙ 성능기반설계의 기본적인 고려사항을 수록하여 성능기반설계의 도입 개정 (2012.10) KDS 14 20 64 : 2016 ∙ 건설기준 코드체계 전환에 따라 코드화로 통합 정비함 제정 (2016.6) KDS 14 20 64 : 2020 ∙ 콘크리트 건설기준에 대한 최신 기술 반영 ∙ 콘크리트 건설기준의 적합성 검토 및 정비 개정 (2021.2)
  • 4. 목 차 ^_`a 1. ······································································································································· 1 bc 1.1 ········································································································································ 1 cd"ef 1.2 ······························································································································ 1 gh"#$ 1.3 ······························································································································ 1 diH"EH 1.4 ·························································································································· 2 #jH"EH 1.5 ·························································································································· 2 k`"l"+m 2. ······························································································································· 2 no 3. ··············································································································································· 2 '+ 4. ··············································································································································· 2 '+"^_ 4.1 ······························································································································ 2 pq 4.2 ········································································································································ 4 r* 4.3 ········································································································································ 5 #st 4.4 ···································································································································· 6 uv 4.5 ········································································································································ 7 wKxyLIJKL"Qn 4.6 ·································································································· 7 z{'+|"}~IJKL 4.7 ·································································································· 8
  • 5. 구조용 무근콘크리트 설계기준 KDS 14 20 64 : 2021 구조설계기준 KDS 14 00 00 1 ^_`a 1. bc 1.1 !"#$%"•kd"}~IJKL•kH"'+4€;"T3@h"QnH"•,‚;"ƒ„@ (1) #"fU"…†UH"‡•k&;"ˆEUG. cd"ef 1.2 (1) ‰Š‹#IJKL"ŒP"wKxyLIJKL"Qn"•"]%"•kd"}~IJKL"Q nH"'+|"3Ž%"!"#$H"ˆE;"/0•"UG. (2) „q|"•2‘"’“”"•"]!"•‘."•B"••OP"’“”H"'+|"3Ž%"!" #$;"cd@•"–PG G— !˜U"Qn™"Gš"•k"Qn."HM"›œ@7"ŒP" . , ›•@7;"•‘SB",ž@P"Ÿ P"!"#$;"cdUG. (3) ¡‹ •@"'<"•k¢ 7£r ¤¥r"]%"¦›U"•k¢."§M5q"!"#$H" , , , MN"ˆE¨;"cd©"›"ªG. gh"#$ 1.3 ∙ IJKL•k"'+ pq'+€ ^_`a KDS 14 20 01 ( ) ∙ IJKL•k"M«"'+"¬- KDS 14 20 10 ∙ IJKL•k"®"l"¯°"'+#$" KDS 14 20 20 ∙ IJKL•k",±"l"<²³"'+#$" KDS 14 20 22 ∙ IJKL•k"yL´ µ!¶·"#$ KDS 14 20 24 - ∙ IJKL•k"¸B"'+#$ KDS 14 20 26 ∙ IJKL•k"`d‚"'+#$ KDS 14 20 30 ∙ IJKL•k"z•‚"'+#$ KDS 14 20 40 ∙ IJKL•k"¹~9º"'+#$ KDS 14 20 50 ∙ IJKL•k"E»"l"!["'+#$ KDS 14 20 52 ∙ IJKLd"¼½"'+#$ KDS 14 20 54 ∙ wKyL¾yL"IJKL•k"'+#$ KDS 14 20 60 ∙ wKxyL"IJKL•k"'+#$ KDS 14 20 62 ∙ D‚IJKL"'+#$ KDS 14 20 66 ∙ IJKL"’“”|"#st"'+#$ KDS 14 20 70 ∙ IJKL"r*"'+#$ KDS 14 20 72 ∙ #µ"IJKL•k"'+#$ KDS 14 20 74 ∙ IJKL"z{'+•k"'+#$ KDS 14 20 80 ∙ #1"IJKL•k¢H"•,‚"•™#$ KDS 14 20 90
  • 6. 구조용 무근콘크리트 설계기준 KDS 14 20 64 : 2021 구조설계기준 KDS 14 00 00 2 diH"EH 1.4 ."/šG (1) KDS 14 20 01(1.4) . #jH"EH 1.5 ∙ !" ±‘H",*"‘c : , mm2 ∙ !# n@‘c : , mm2 ∙ !$ ¿‘!"n@Oh"À‘"#Á#™"›œ" ."§@A"›•" Â"•Ã"zQ."Ä,U" : 1 2 ÅÆB"•‚OP"¸0Ç) ¬È"ŒP"É#H"™Š"Ê"˱*"Ì‘H"‘c , , mm2 ∙ % QnÍ : , mm ∙ %& #st.5",±."§U"fα‘H"ϾÐ! : , mm ∙ '( n@‘c" : !#H"ŽÑ•¯pq" ∙ )*+ IJKLH"'+#$¯°pq : , MPa ∙ , QnH",*"ÒÓ : , mm ∙ -* ÔÕÃ"`!H"›œÖK : , mm ∙ .( ±‘H"ŽÑ®pq : ∙ ./ ±‘H"+›®¶×L : ∙ 0( ±‘H"ŽÑ°pq : ∙ 0(1 ."HM"'+Ø"r*H"ŽÑ°pq : 4.3 ∙ 0/ ui{"ÙÚ."§U"+›°£ : ∙ 23 ±‘+› : , mm3 ∙ 4( ±‘H"ŽÑ,±pq" : ∙ 4/ ±‘H"+›,±£ : ∙ 5* Û7"ŒP"_£H"Üd‘.5"Ý%"Þ."§U"ß"ÞH"< : ∙ 6 ŸàIJKL+› gk : (KDS 14 20 10(4.4) ) k`"l"+m 2. zd"á[. no 3. ."/šG (1) KDS 14 20 01(3) . '+ 4. '+"^_ 4.1 TU"`a 4.1.1 (1) !"#$H"ˆE%"}~IJKL"QnH"'+."cd@A•"UG.
  • 7. 구조용 무근콘크리트 설계기준 KDS 14 20 64 : 2021 구조설계기준 KDS 14 00 00 3 (2) •kd"}~IJKLP"G[H" l" H"Ÿ .—"`d©"›"ªSâ #ã.P" , , ① ② ③ }~IJKLä"`d©"›"áG. •_"ŒP"Gš"•kd"Qn."HM"YåcSB"›œ"••OP"Qn ① ¶æ"@7k&.5"¡‹Üd."HM"¯°£!"çèOP"Qn ② r*|"uv gk (4.3, 4.5 ) ③ (3) !"#$H"ˆE%"‰Š‹#IJKL"éê"l"•_."ëì"=vH"'+."cd©"›" áG. (4) •kd"}~IJKLH"'+#$¯°pqP"18 !9 í3." H"z MPa , KDS 14 20 40 •‚"TU"`a.5"‡•@P"î"!9SB"@A•"UG. ïð 4.1.2 (1) •kd"}~IJKL"Qnä"®"ñY准B"òó#"f@A"›°ïð"RKïð;" `d@A•"UG v"‡†H"J#P"JKw &k›° ôqH"õö."HU"GU"z . , , Q"÷£H"èø;"ùT©"›"ªqú"ûE@A•"UG. (2) ›°ïð"ŒP"RKïðH"X›|"f‹ä"ûE©"ü"#ýk&H"õö noH"þÿ" , !D< IJKLH"!D ‹# "ø ÞÅ."§U"•åH"Eq Qn™"Ôh"ªP"@ , , , , , 7."HU"÷£"#Kh"3Ž#$"•;"h%@A•"UG. '+"4€ 4.1.3 (1) •kd"}~IJKL"QnP"@7+›|"pq&†+›ä"`d@A"!"'+#$H"ˆ E."/š"cËU"pqä"è'©"›"ªqú"'+@A•"UG. (2) +›@7"±‘£%" H"ˆE."/0"ûE@A•"UG KDS 14 20 10(3.2) . (3) †‡pq™"'+pqä"s@P"Ÿ .P"¹~SB"„p@A•"@â ¹~;"`dU" , QnP"!"'+#$H"¹~IJKL"•k¢"'+."§U"¶æ"ˆE;"cd@A"'+ @A•"UG. (4) ®¶×L|"°£;"ÔP"•kd"}~IJKL"QnH"pq'+P"¯°"Š"¶Ò" þÅ"÷£ ÞÅ(")+."~Ö@A•"UG - . (5) H"ˆE;"/*‘"}~IJKL"Qnä"'+©"ü"IJKLH"Špqä"h%©" 4.1.2 ›"ªG. (6) ¹~!"!‹Oi"ª;"Ÿ .q"¹~H"pqP"h%@•"–PG. (7) Š£%"v"}~IJKL"‡†H"+Q"±Q 3Žïð ›°ïð RKïð;"CM", , , , žO•"–¡•"UG Â,U"•kd"}~IJKL"‡†"`!H"Š."HU"®"Yå‚ . %"áGh"™E@A•"UG. (8) ®¶×L ®¶×L|"°£H"kD ,±£."§U"pqä"+-©"ü"QnH",*"± , , ‘;"'+."h%UG G— •_."IJKLä"‹P"Ÿ .",*"ÒÓ" . , ,P".T"Ò Ó„G"50 Ü%"î;"`d@A•"UG mm .
  • 8. 구조용 무근콘크리트 설계기준 KDS 14 20 64 : 2021 구조설계기준 KDS 14 00 00 4 pq 4.2 (1) ®¶×Lä"ÔP"±‘H"'+P"/" H"k&."—0@qú"@A•"UG (4.2-1) . 7.( ≥./ (4.2-1) A#5 Š!"•!c^"Ÿ ." , .(%"/" ."H@A"+-Oâ ¯°!"•!c (4.2-2) , ^"Ÿ .P"/" ."HM"+-UG (4.2-3) . .( 9 &:;$6<= )*+ 23 (4.2-2) .( 9 &:>?)*+23 (4.2-3) A#5, 23%"±‘+›!G. (2) ¯°£;"ÔP"±‘H"'+P"/" H"k&."—0@qú"@A•"UG (4.2-4) . 70( ≥0/ (4.2-4) A#5, 0(%"/" ."H@A"+-OP"ŽÑ°pq!G (4.2-5) . 0( 9 &:@&)*+ A B C#DE= F$, -* G $H I J!# (4.2-5) A#5, !#%"n@‘c!G. (3) ®¶×L|"°£;"í3."Ôh"ªP"QnP"¯°‘.5"/" ;"—0@qú"'+ (4.2-6) @A•"UG. 0/K70( L./K7.( ≦# (4.2-6) #Kh"Š‘.5"/" ;"—0@A•"UG (4.2-7) . ./K23 D0/K!" ≦ &:;$76<= )*+ (4.2-7) (4) ,±£."§U"œ`vÅ"±‘H"'+P"/" H"k&."—0@qú"@A•"UG (4.2-8) . 74( ≧ 4/ (4.2-8) A#5, 4(%"/" /" ."/0"+-@A•"UG (4.2-9), (4.2-10) . „Üd."§M5": ①
  • 9. 구조용 무근콘크리트 설계기준 KDS 14 20 64 : 2021 구조설계기준 KDS 14 00 00 5 4( 9 &:##6<= )*+ %, (4.2-9) 4ö"Üd."§M5" 2 : ② 4( 9 &:##E#L = 5* $ G6<= )*+ %&, ≦ &:$$6<= )*+ %O, (4.2-10) A#5, 5*P"Û7@7"ŒP"_£QH"±Þ"Ð!."§U"ŠÞ"Ð!H"<!G. (5) ¯°£;"ÔP"•¯QH"'+P"/" H"k&."—0@qú"@A•"UG (4.2-11) . 7'( ≧0/ (4.2-11) A#5, 0/P"+›•¯£!h, '(%"/" ."/0"+-OP"n@‘c" (4.2-12) !#H"ŽÑ •¯pq!G. '( 9 &:>?)*+!# (4.2-12) ¶æ"‘.5"ÔÕQH"‘c!"n@‘c„G"1%"Ÿ ä"T+@h n@‘cH"ŽÑ• , ¯pq"'(." ä"s@•"–P"ef"z.5" 2 <= !$K!# ä"2@A"•©"›"ªG. (6) !"#$.5"ŸàIJKL."§U"›E+›"6P"¦34"56O•"–P"U"KDS 14 20 ."/šG 10(4.4) . r* 4.3 '+"^_ 4.3.1 (1) •kd"}~IJKL"r*P"•_ #st #sr •7„"ŒP"›œYå••"QnB" , , , Öí©"›"ªP"Gš"•k"Qn."HM"YåSB"••Oi•"UG. (2) •kd"}~IJKL"r*P"r*™"Ôh"ªP"Yœ@7 7@7"#Kh"Gš"¶æ"@ , 7;"h%@A"'+@A•"UG. (3) •kd"}~IJKL"r*P"°@7."HM"èøOP"…§"+›®¶×L."§÷@P" ÙÚ."§@A"'+@A•"UG !ü"ÙÚ%" . &:#&, !9!G —8"¶æ"+›°£H" . D£!"r*",*"ÒÓH"79" !z."f‹@P"Ÿ " ŒP" ."/0" 1/3 4.2(2) 4.3.2 '+©"›"ªG #:•"–%"Ÿ "r*H"'+P" ."/0•"UG . 4.2(3) . (4) ,±."§U"'+P" ."/0•"UG 4.2(4) . .d"'+€ 4.3.2
  • 10. 구조용 무근콘크리트 설계기준 KDS 14 20 64 : 2021 구조설계기준 KDS 14 00 00 6 (1) œ`vÅ"±‘;"™{"•kd"}~IJKL"r*P"¶æ"+›°£H"D£!"r*", *"ÒÓH"79" RH" !z."f‹@P"Ÿ ."/" ."/0"'+©"›"ªG 3 1 (4.3-1) . (2) °£!"Üd@P"r*H"'+P"/" ."/0•"UG (4.3-1) . 70(1 ≥0/ (4.3-1) A#5, 0/P"+›°£!h, 0(1P"/" ."H@A"+-OP"ŽÑ°pq!G (4.3-2) . 0(1 9 &:;?)*+!" A B C#DE= F$, -* G $H I J (4.3-2) TU"`a 4.3.3 (1) E;U"•kM«."HM"<=O•"–P"U vvH"›œSB"Üd@P"Û7@7."§ , U"r*H"›•4ö"ç>Í%"@7¨H"7Ú6"ÖKä"s©"›"áSâ ŒU"@7• , ¯QH"Í."r*"ÒÓH" !ä"?U"Ð!ä"s©"›"áG 4 . (2) G[" ;"T+U"z£rH"ÒÓP"r*H"<••"@!"ŒP"Ð!"7"Ü%"îH" (3) 1/24 !"!9SB"@A•"@h ŒU"…†" , 150 !9SB"@A•"UG mm . (3) •@A"+À"r*|"#s"r*tH"ÒÓP"200 !9SB"@A•"UG mm . (4) r*P"74ö"9§"Þf™"^iò•"–qú"••Oi•"UG. (5) ¶æ"B!ò"C<•"•H"X•Q"uf." X"!9H"•D" !9H"¹~;"!‹@ 2 D16 A•"UG !˜U"¹~%"X•QH"¶5K.5" . 600 !9"YŠ@A"E»3E•"U mm G. #st 4.4 '+"^_ 4.4.1 (1) •kd"}~IJKL"#st%"+›@7"•__£."§@A"!"'+#$H"MN"' +k&"G[" .5" F•"ˆE."/0"'+@A•"UG (2) (5) . (2) #st"Ì‘H"‘c%"#s."HM"•_SB",žOP"`d@7."HU"+£"®¶ ×L"#Kh"?GHIH"¬K."HÖ@A"EM{"Jd••£SB"ûEOi•"UG. (3) éê"fH"#st.P"}~IJKLä"`d©"›"áG. (4) •kd"}~IJKL"#stH"ÒÓP"200 !9SB"@A•"UG mm . (5) …§"+›®¶×LP"G["]%"fα‘."§M"+-Oi•"UG. IJKL"#ã uv"ŒP"r*ä"••@P"#stH"Ÿ "#ã uv"ŒP"r*H" , , ① ,‘ kck"r*ä"••@P"#stH"Ÿ "r*H"7Úþ",‘H"76 ② pn"Ìt;"KP"#ã;"••@P"#stH"Ÿ "pn"Ìt"±Q|"#ã",‘H" ③
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  • 12. 구조용 무근콘크리트 설계기준 KDS 14 20 64 : 2021 구조설계기준 KDS 14 00 00 8 ‚;"ƒ„@#"f@A"cË4"••@A"™'@A•"UG. z{'+|"}~IJKL 4.7 (1) p{•H."å@Öò"ŒP"@%"•{fÎq™"‡•OP"•H."MN@P"•k¢%"G [;"T+@h"•kd"}~IJKLä"`dU"#s‡†ä"™G"›"áG. @!P" A"!@!â",±YûnB"YûØ"r*B"&'Ø"±"º§"ŒP"Ò"º§Å" 3 ① _`™aH"Ÿ .P"r*ä"••@P"#s"ŒP"_`#ã"l"uv;"••@P"_ `#s."•k•,‚"ƒÂ"ý"Ð!4ö"¹~!"áP"}~IJKL"#sä"`d©" ›"ªG. !+H"¶æ"•k¢."§@A"‰Š‹#"¹~IJKL"r*"ŒP"„p"kck" ② ① r*ä"••@P"#s."}~IJKL"#sä"`d©"›"ªG G— !˜U"Ÿ . , .P" …†U" XH" ¹~!" Ð!4öSB" YåcSB" !‹Oi•" UG ¹~%" 2 . !9;"`d@A•"@â"¹~H"±‘c%"#s±‘cH" !9!i•"U D13 0.2% G. @!P" A"!@!â",±YûnB"YûØ"r*B"&'Ø"±"º§"ŒP"Ò"º§Å" 3 ③ _`™aH"Ÿ .5"r*H"ÒÓ™"200 !9!h" mm 1.2 !@H"UT"?`@ m 7!"Üd@P"Ÿ .P"#s"l"•@"r*."}~IJKLä"`d©"›"ªG.
  • 13. 구조용 무근콘크리트 설계기준 KDS 14 20 64 : 2021 구조설계기준 KDS 14 00 00 9 집필위원 성 명 소 속 성 명 소 속 이성철 경북대학교 이현호 동양대학교 양근혁 경기대학교 장봉석 K-water 자문위원 성 명 소 속 성 명 소 속 김상식 인하대학교 오명석 서영엔지니어링 ㈜ 김우 전남대학교 윤병익 아이맥스트럭쳐 김진근 KAIST 정광량 동양구조안전기술 ㈜ 박성무 영남대학교 정란 단국대학교 변윤주 수성엔지니어링 ㈜ 정영수 중앙대학교 신현목 성균관대학교 한록희 효명이씨에스 ㈜ 심종성 한양대학교 홍성걸 서울대학교 국가건설기준센터 및 건설기준위원회 성 명 소 속 성 명 소 속 이영호 한국건설기술연구원 김현욱 포스코건설 구재동 한국건설기술연구원 노병철 상지대학교 김기현 한국건설기술연구원 박성용 한국건설기술연구원 김나은 한국건설기술연구원 박완신 충남대학교 김태송 한국건설기술연구원 박홍근 서울대학교 김희석 한국건설기술연구원 승종명 승이엔지 ㈜ 류상훈 한국건설기술연구원 윤현도 충남대학교 소병진 한국건설기술연구원 이선호 삼안 ㈜ 원훈일 한국건설기술연구원 이재훈 영남대학교 이승환 한국건설기술연구원 이종석 한국건설기술연구원 이용수 한국건설기술연구원 이지훈 서영엔지니어링 ㈜ 이용준 한국건설기술연구원 장봉석 K-water 주영경 한국건설기술연구원 장승엽 한국교통대학교 최봉혁 한국건설기술연구원 정해문 한국도로공사 허원호 한국건설기술연구원 차경렬 현대건설 김선우 충남대학교 차수원 울산대학교 김성수 대진대학교 최광호 남서울대학교 김순환 창민우구조컨설턴트 최석환 국민대학교 김영진 한국콘크리트학회 최정욱 한국콘크리트학회 김점한 크로스구조연구소기술사 ㈜ 홍건호 호서대학교 김지상 서경대학교
  • 14. 구조용 무근콘크리트 설계기준 KDS 14 20 64 : 2021 구조설계기준 KDS 14 00 00 10 중앙건설기술심의위원회 성 명 소 속 성 명 소 속 곽종원 한국건설기술연구원 박정권 한국토지주택공사 LH 김성민 한국토지주택공사 LH 임동현 한국도로공사 김성수 대진대학교 전진구 서경대학교 김희대 세광종합기술단 국토교통부 성 명 소 속 성 명 소 속 박명주 국토교통부 기술혁신과 양성모 국토교통부 기술혁신과
  • 15. KDS 14 20 64 : 2021 구조용 무근콘크리트 설계기준 년 월 일 개정 2021 2 18 소관부서 국토교통부 기술혁신과 관련단체 한국콘크리트학회 서울특별시 강남구 테헤란로 길 한국과학기술회관 신관 호 06130 7 22 1009 Tel : 02-568-5985 E-mail : kci@kci.or.kr http://www.kci.or.kr 작성기관 한국콘크리트학회 서울특별시 강남구 테헤란로 길 한국과학기술회관 신관 호 06130 7 22 1009 Tel : 02-568-5985 E-mail : kci@kci.or.kr http://www.kci.or.kr 국가건설기준센터 경기도 고양시 일산서구 고양대로 대화동 10223 283( ) Tel : 031-910-0444 E-mail : kcsc@kict.re.kr http://www.kcsc.re.kr