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DB11 1003-2013 装配式剪力墙结构设计规程.pdf

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' DB11/1003 2013DesignSpecificationforPrecastConcreteShearWallStructure2013-7-24 2014-2-11   ,!"#$%&"()*+,-"#./0123456789:5;<=>?@ABCDE"#FG5H9IJKLMN5OPQ 8RQ 8STUVWXY1.6Z[2.]^[3.2Q _[4.`a[5.7!2Q _[6. 7![7.P 7![8. 7!R5.1.3!"Q 5!"#$%&"(5X !""R)#$%8S&"()*+,-./,0101%E2a34!"#$%&"(567"#789:;?@AB62^5CDEY010-88043399FR !""DEY010-680580715GHYbjbb3000@163.comRIOJKY!"#$%&"(LOJKYMNOPQ9RSPT%&"(QU;V%&"(!WX%&"(8"#$%&Y"(ZOPI)[]Y^_`a  A!"#$%&-"Y()*+,-. 2 1........................................................................................................12............................................................................................22.1..............................................................................................................................................22.2..............................................................................................................................................33................................................................................................44......................................................................................................64.1..................................................................................................................64.2......................................................................................................................................65................................................................................85.1!"......................................................................................................................................85.2#$#$%&........................................................................................................................105.3"()*....................................................................................................................................105.4+,(.56............................................................................................................................115.556....................................................................................................................................145.68956....................................................................................................................................166!".................................................206.1!"....................................................................................................................................206.2+,:;56............................................................................................................................206.356....................................................................................................................................277#$%&".............................................................297.1!"....................................................................................................................................297.2+,<=:;56....................................................................................................................297.356....................................................................................................................................318()!".................................................338.1!"....................................................................................................................................333 8.2>?@::;56....................................................................................................338.356....................................................................................................................................34*+,-./..........................................................................................370+123......................................................................................38456723..........................................................................................394 Contents1Generalprovisions........................................................................................12Termsandsymbols.......................................................................................22.1Terms............................................................................................................................................22.2Symbols........................................................................................................................................33Basicrequirements.......................................................................................44Materials....................................................................................................64.1Concreterebarandsteel.........................................................................................................64.2Connectionmaterials..................................................................................................................65Basicrequirementsofstructuraldesign...........................................................85.1Generalrequirements...................................................................................................................85.2Actionandcombinationofactions.........................................................................................105.3Structuralanalysis.....................................................................................................................105.4Designofprecastreinforcedconcretemembers...................................................................115.5Connectiondesign....................................................................................................................145.6Diaphragmdesign.....................................................................................................................166Designofassembledmonolithicreinforcedconcreteshearwallstructure.............206.1Generalrequirements...............................................................................................................206.2Designofprecastreinforcedconcreteshearwalls...............................................................206.3Connectiondesign....................................................................................................................277Designofassembledhollow-corereinforcedconcreteshearwallstructure........................297.1Generalrequirements...............................................................................................................297.2Designofprecasthollow-corereinforcedconcreteshearwalls.........................................297.3Connectiondesign....................................................................................................................318Designofassembledsteelreinforcedconcretewallstructure.............................338.1Generalrequirements...............................................................................................................335 8.2Designofsteelreinforcedconcretewalls..............................................................................338.3Connectiondesign....................................................................................................................34Listofquotedstandards................................................................................37Explanationofwordinginthisspecification......................................................38Additon5ExplationofProvisions...................................................................396 11.0.1X=)7!SAJ9!"5#$%&"(9)*+,N5-+./0125P_Q 8R1.0.2Q 8"(345!678X!6745!69:X7:/0.15g0;8:/0.20g07![7"(<12:=]Q 8%E _RQ 8>"(3?@3ABC8> ZRDYECFG5Q 8S770.15g5880.20gR1.0.3 7!]Q 8 _C5]AJ%E _R1 22.12.1.17precastconcreteshearwallstructure7P5 WF%P 7[Q 8S 7TUY 7P 7 7R2.1.2 7assembledmonolithicreinforcedconcreteshearwallstructure7P5WF%P5H F 75! 7>[" 7R2.1.3P 7assembledhollow-corereinforcedconcreteshearwallstructureP#   7[P B$%&"#5H( )*+R2.1.4 7assembledsteelreinforcedconcretewallstructureP,-.$!$/$!$.5.)/$01 7R2.1.5234roughsurface567F 89:;a<=45+P.> 5"2345?@ 234234R2.1.6P ABCDCprecastconcretesandwichwallpanelBCE 7.D5SFA%CD`aCR"ABCDCR2.1.7P.PGDHIJF .R2 2.22.2.1`a!2CC30KKLMNOPX30N/mmOQ[fKK RB@O!P[cfKK RB@O!P[t"ffKKS#@@O!PRyyfKK`@ O!P[v2.2.2TUGVSKK7.TU!P[dNKKR"!P[VKK !P[ΔuKKEFWXYZ[2.2.3!["#hKKE[HKK]^6[3 33.0.1 7!U$%&!P.!RU"7N()*+5,7-OR./05U12%3!R_`45 7.W)5U12I6"#R3.0.2 7W)Ua 57/RP!)5DER3.0.3 7!5/Y1P],Z5P 5P[2PP/5!"#$PR3.0.4%&P"()`a*P+5_",R)-./0B5122Q",R3.0.53475!TU75PP5!65H] _Y175!B7K.7#AJ%E5!OPK. _C58PP5OP/!/[%&!9:;<5=*!B7Y18PP!!>?[28P5 5[38P?@ABC5A48PDE5[58P!5[68F!!"I#)P4GHI$$"#!JR78PP!%K8L:</R88WMN:</R4 2PP5!%&75B7/"#OP5!K.PP8O/!/5TUB7Y18PP&>?5TUF`aP%M:/PQ!/ _[28PR"S(55TUP)!O^(((B7[38P5 5$(5KL,[48P*+CBC,-(5DTU".55/VRWAVR.W5A.5[58P`a?@[68P)P!_(6#XD!$00_YZ!R5 44.1!"9):)4.1.1347S51[2$938%E71[2`a432Q/5]#AJ51[27! /GB50010 _[P-%W1[26.78]P1[26.7R4.1.2347S9:;4<1L=$938>]#AJ51[27! /GB50010 _[<`$938]#AJ5<7! /GB50017 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