建筑三维平法图集

1

6建筑三维平法图集目录第一章：钢筋锚固长度及其相关规范1.1受拉钢筋基本锚固长度Lab,LabE受拉钢筋锚固长度修正系数ζa·····························1.2混凝土结构的环境类别混凝土保护层的最小厚度(mm)纵向受力钢筋搭接区箍筋构造

·····························1.3纵向钢筋弯钩与机械锚固形式纵向受拉钢筋綁扎搭接长度L1.4封闭箍筋及拉筋弯钩构造L、LLE··························梁并筋等效直径、最小净距梁柱纵筋间距要求螺旋箍筋构造

·································1.5封闭箍筋及拉筋弯钩构造基础梁箍筋复合方式非接触纵向钢筋搭接构造·····························1.6芯

柱XZ配筋构造矩形箍筋复合方式································第二章：柱平法标准构造详图及三维示意图2.1柱插筋在基础中的锚固·······························2.2抗

震KZ纵向钢筋连接构造······························2.3地下室抗震KZ的纵向钢筋连接构造、地下室抗震KZ的箍筋加密区范围

··························2.4抗震框架柱和角柱柱顶纵向钢筋构造·························2.5抗震KZ中柱顶纵向钢筋构造······························2.6抗震KZ柱变截面位置纵向钢筋构造···························2.7抗

震KZ、QZ、LZ箍筋加密区范围抗

震QZ、LZ纵向钢筋构造

······························2.8抗震框架柱和小墙肢箍筋加密区高度选用表·······················2.9非抗震KZ纵向钢筋连接构造·····························2.10非抗震KZ边柱和角柱柱顶纵向钢筋构造························2.11非抗震KZ中柱顶纵向钢筋构造····························2.12非抗震KZ柱变截面位置纵向钢筋构造·························2.13非抗震KZ箍筋构造非抗震QZ、LZ纵向钢筋构造······························第三章：剪力墙平法标准构造详图及三维示意图3.1剪力墙身水平钢筋构造································273.2墙插筋在基础中的锚固································313.3剪力墙身竖向钢筋构造································323.4约束边缘构件YBZ构造································353.5剪力墙水平钢筋计入约束边缘构件体积配箍率构造做法··················373.6构造边缘构件GBZ、扶壁柱FBZ、非边缘暗柱A

Z构造剪力墙边缘构件纵向钢筋连接构造剪力墙约束边缘构件纵筋构造···························383.8剪力墙

LL/AL

BKL配筋构造······························393.9剪力墙BKL或AL与L

L重叠时配筋构造··························403.1

0连梁交叉斜筋配筋LL(JX)连梁集中对角斜筋配筋LL(DX)连梁对角暗撑配筋LL(JC)构造····························423.11地下室外墙DWQ钢筋构造·······························433.1

2剪力墙洞口补强构造

································45第四章:梁平法标准构造详图及三维示意图4.1抗震楼层框架梁WKL纵向钢筋构造···························474.2抗震屋面框架梁WKL纵向钢筋构造···························484.3非抗震楼层框架梁K

L纵向钢筋构造

·························494.4非抗震屋面框架梁WKL纵向钢筋构造

·························504.5框架梁水平、竖向加腋构造·····························51-1-4.6KL

、WKL中间支座纵向钢筋构造····························534.7抗震框架梁KL、WKL箍筋加密区构造抗震框架梁KL、WKL箍筋加密区构造···························544.8梁与方柱斜交或与圆柱相交时箍筋起始位置·····················554.9非框架梁L配筋构造主次梁斜交箍筋构造································564.1

0不伸入支座的梁下部纵向钢筋断点位置附加箍筋范围、附加吊筋构造梁侧面纵向构造筋和拉筋···························574.1

1非框架梁L中间支座纵向钢筋构造水平折梁、竖向折梁钢筋构造··························584.1

2纯悬挑梁XL及各类梁的悬挑端配筋构造························594.13KZZ/KZL配筋构造

································514.1

4井字梁JZL配筋构造·································65第五章:板平法标准构造详图及三维示意图5.1有梁楼盖楼(屋）面板配筋构造

····························675.2有梁楼盖不等跨板上部贯通纵筋连接构造

······················695.3单（双）向板配筋示意纵向钢筋非接触搭接构造

······························705.4悬挑板XB钢筋构造·································715.5无支撑板端部封边构造折板配筋构造

···································725.6无梁楼盖柱上板带ZSB与跨中板带KZB纵向钢筋构造

···················735.7板带端支座纵向钢筋构造板带悬挑端纵向钢筋构造······························745.8柱上板带暗梁钢筋构造·······························755.9板后浇带HJD钢筋构造墙后浇带HJD钢筋构造梁后浇带HJD钢筋构造································765.1

0板加腋JY构造局部升降板SJB构造(一)·························775.1

1板加腋JY构造局部升降板SJB构造(二)·························785.1

2板开洞BD与洞边加强钢筋构造一(洞边无集中荷载)···················795.1

3板开洞BD与洞边加强钢筋构造二(洞边无集中荷载)···················805.1

4悬挑板阳角放射筋Ces构造·····························815.1

5板内纵筋加强带JQD构造板翻边FB构造悬挑板阴角构造

··································825.1

6柱帽ZMa、ZMb,ZMc、ZMab构造

···························835.1

7抗冲切箍筋Rh构造抗冲切弯起筋Rb构造

································84第六章:楼梯平法识图规则与标准构造详图及三维示意图6.1AT型楼梯平面注写方式与适用条件··························866.2AT型楼梯板配筋构造································886.3BT型楼梯平面注写方式与适用条件··························896.4BT型楼梯板配筋构造································916.5CT型楼梯平面注写方式与适用条件··························926.6CT型楼梯板配筋构造································946.7DT型楼梯平面注写方式与适用条件··························956.8DT型楼梯板配筋构造································976.9ET型楼梯平面注写方式与适用条件··························986.10ET型楼梯板配筋构造·······························996.11FT型楼梯平面注写方式与适用条件·························1006.12FT型楼梯板配筋构造(A-A)····························1016.13FT型楼梯板配筋构造(B-B)·····························1026.14GT型楼梯平面注写方式与适用条件·························1036.15GT型楼梯板配筋构造(A-A)·····························1046.16GT型楼梯板配筋抅造(B-B)·····························1056.17HT型楼梯平面注写方式与适用条件·

························1066.18HT型楼梯板配筋构造(A-A)·····························1076.19HT型楼梯板配筋构造(B-B)·····························1086.20C-C,D-D剖面楼梯平板配筋构造···························1096.21ATa型楼梯平面注写方式与适用条件·························1106.22ATa型楼梯板配筋构造·······························111-2-6.23ATb型楼梯平面注写方式与适用条件·························1126.24ATb型楼梯板配筋构造·······························1136.25ATc型楼梯平面注写方式与适用条件·························1146.26ATc型楼梯板配筋构造·······························1166.27不同踏步位度推高与高度减小构造

·························1176.28各型楼梯第一跑与基础连接构造

·························1186.2

9楼梯施工图剖面注写示例（平面图)······················1196.3

0楼梯施工图剖面注写示例（剖面图)······················1206.31

Ata型楼梯施工图剖面注写示例（平面图)···················1216.32

Ata型楼梯施工图剖面注写示例（剖面图)···················1226.33

Atb型楼梯施工图剖面注写示例（平面图)···················1236.34

Atb型楼梯施工图剖面注写示例（剖面围)···················1246.35

ATc型楼梯施工图剖面注写示例1(平面图)····················1256.36

ATc型楼梯施工图剖面注写示例1(剖面图)····················1266.37

ATc型楼梯施工图剖面注写示例2(平面图)····················1276.38

ATc型楼梯施工图剖面注写示例2(剖面图)···················128第七章:基础平法标准构造详图及三维示意图任务一:独立基础平法标准构造详图及三维示意图7.1独立基础DJ

、DJ

、BJ

、BJ

底板配筋构造

······················130J

P

J

P7.2双柱普通独立基础底部与顶部配筋构造························1317.3设置基础梁的双柱普通独立基础配筋构造·······················1327.4独立基础底板配筋长度减短10%构造·························1337.5单杯口和双杯口独立基础构造····························1347.6高杯口独立基础杯壁和基础短柱配筋构造·······················1357.7双高杯口独立基础杯壁和基础短柱配筋构造······················1367.8单柱普通独立深基础短柱配筋构造··························1377.9双柱普通独立深基础短柱配筋构造··························138任务二:条形基础平法标准构造详图及三维示意图7.10条形基础底板

TJB

和

TJB

配筋构造························139J

P7.1

1条形基础底板配筋长度减短10%构造条形基础板底不平构造条形基础无交接底板端部构造

···························1407.12基础梁

JL

纵向钢筋与箍筋构造附加箍筋构造附加（反扣）吊筋构造

······························1417.13基础梁

JL

配置两种箍筋构造

···························1427.14基础梁

JL

竖向加腋钢筋构造

···························1437.15基础梁

JL

端部与外伸部位钢筋构造

·······················1447.16基础梁

JL

侧面构造纵筋和拉筋

··························1457.17基础梁

JL

梁底不平和变截面部位钢筋构造

·····················1467.18基础梁

JL

与柱结合部侧腋构造

··························1477.19基础次梁

JCL

纵向钢筋与箍筋构造基础次梁

XL

端部外伸部位钢筋构造·························1487.20基础次梁

JCL

竖向加腋钢筋构造基础次梁

JCL

配置两种箍筋构造

·························

1497.21基础次梁

JCL

梁底不平和变截面部位钢筋构造····················150任务三:筏形基础平法标准构造详图及三维示意图7.22梁板式筏形基础平板

LPB

钢筋构造························1517.23梁板式筏形基础平板LPB下部柱向区域与跨中区域钢筋构造···························

1527.24梁板式筏形基础平板

LPB

端部与外伸部位钢筋构造梁板式筏形基础平板

LPB

变截面部位钢筋构造

·

···················1537.25平板式筏基柱下板带ZXB与跨中板带

KZB

纵向钢筋构造

················1547.26平板式筏形基础平板BPB钢筋构造··························1567.27平板式筏形基础平板(ZXB、KZB、BPB)变截面部位钢筋构造···············1587.28平板式筏形基础平板(ZXB、KZB、BPB)端部与外伸部位钢筋构造·············159-3-任务四:桩基础承台平法标准构造详图及三维示意图7.29矩形承台CTJ和CTP配筋构造桩顶纵筋在承台内的锚固构造····························1607.30等边三桩承台CT7.31等腰三桩承台CTJ配筋构造

·····························161配筋构造

·····························162J7.32六边形承台CT

筋构造

·········

·····················163J7.33墙下单排桩承台梁CTL配筋构造

···························1657.3

4墙下双排桩承台梁CTL配筋构造`···························166任务五基础相关构造的平法标准构造详图及三维示意图7.35基础联系梁JLL配筋构造

······························1677.36基础底板后浇带HJD构造基础梁后浇带HJD构造·······························

1687.37后浇带HJD下抗水压垫层构造后浇带HJD超前止水构造基

坑JK构造····································1697.38上柱墩SZD构造（棱台与棱柱形）··························1707.3

9下柱墩

XZD构造（倒棱台与倒棱柱形）························1717.4

0防水底板JB与各类基础的连接构造

·························1737.4

1窗井墙CJQ配筋构造································174-4-第一章：钢筋锚固长度及其相关规范-5-图集号

16G101-1-56-7-混凝土结构的环境类别

混凝土保护层的最小厚度审核

校对

设计页受拉钢筋基本锚固长度Lab抗震设计时受拉钢筋基本锚固长度labE图集号

16G101-1-57-8-钢筋弯折时的弯弧D审核校对设计页图集号

16G101-1-58-8-受拉钢筋基本锚固长度La受拉钢筋基本锚固长度LaE审核校对设计页纵向钢筋弯钩与机械锚固形式

纵向钢筋的连接纵向受力钢筋搭接区箍筋构造图集号

16G101-1-59-8-审核校对设计页纵向受拉钢筋搭接长度

ll图集号

16G101-1-60-8-审核校对设计页纵向受拉钢筋搭接长度

LLE图集号

16G101-1-61-8-审核校对设计页封闭箍筋及拉筋构造梁并筋等效直径、最小净距离梁柱纵筋及间距要求

拉筋构造

螺旋箍筋构造图集号

16G101-1-62-8-审核校对设计页第二章：柱平法标准构造详图及三维示意图-12-楼面楼面楼面≥Hn/6≥hc≥500≥Hn/6≥hc≥500≥Hn/6≥hc≥500非连接区域楼面≥Hn/6≥hc≥500≥Hn/6≥hc≥500非连接区域楼面非连接区域楼面≥Hn/6≥hc≥500搭接长度为LLE梁底到柱子楼面之间的净高Hn连接区域采用焊接方式搭接接头要错开≥0.3LLE连接区域采用焊接方式两批接头之间错开35d两批接头之间错开35d楼面楼面楼面搭接长度为LLE≥Hn/6≥hc≥500≥Hn/6≥hc≥500≥Hn/6≥hc≥500≥Hn/6≥hc≥500≥Hn/6≥hc≥500非连接区域楼面非连接区域楼面非连接区域楼面≥Hn/6≥hc≥500搭接长度为LLE梁底到柱子嵌固部位之间的净高Hn连接区域采用焊接方式搭接接头要错开≥0.3LLE连接区域采用焊接方式两批接头之间错开35d两批接头之间错开35d非连接区域≥Hn/3搭接长度为LLE非连接区域≥Hn/3非连接区域≥Hn/3嵌固体部位嵌固体部位嵌固体部位嵌固部位嵌固部位嵌固部位当某层连接区的高度小于纵筋分两批搭接所需要的高度时，应改用机械连接或焊接连接。机械连接柱纵向钢筋机械连接三维示意图绑扎链接柱纵向钢筋绑扎连接三维示意图柱纵向钢筋焊接连接三维示意图焊接连接上柱上柱上柱上柱比下柱多出钢筋伸长锚固到下柱中锚固长度为1.2LaE上柱下柱较大直径钢筋伸入上柱超过上柱非连接区域与上柱较小径钢筋按百分之50搭接搭接长度为LLE楼面搭接长度为LLE上柱搭接接头要错开≥0.3LLE伸入长度为1.2LaE下柱搭接长度为LLE下柱上柱楼面≥Hn/6≥hc≥500图1下柱比上柱多出钢筋伸长锚固到上柱中锚固长度为1.2LaE楼面非连接区域上柱楼面伸入长度1.2LaE上柱下柱下柱≥Hn/6≥hc≥500≥Hn/6≥hc≥500下柱非连接区域下柱下柱图3上柱较大直径钢筋伸入下柱超过下柱非连接区域与下柱较小径钢筋按百分之50搭接率搭接长度为LLE图4搭接长度为LLE搭接接头要错开≥0.3LLE搭接长度为LLEKZ

纵向钢筋连接构造图集号

16G101-1-63下柱郭仁俊廖宜香傅华夏图2审核校对设计页嵌固部位嵌固部位嵌固部位≥Hn/6≥hc≥500≥Hn/3非连接区域嵌固部位≥Hn/3非连接区域嵌固部位非连接区域嵌固部位梁底到柱子楼面之间的净高Hn≥Hn/6≥hc≥500搭接长度为LLE≥Hn/6≥hc≥500≥Hn/6≥hc≥500连接区域采用焊接方式两批接头之间错开≥500≥35d连接区域采用机械方式两批接头之间错开35d地下室楼面搭接接头要错开≥0.3LLE地下室楼面地下室楼面搭接长度为LLE≥Hn/6≥hc≥500≥Hn/6≥hc≥500≥Hn/6≥hc≥500≥Hn/6≥hc≥500非连接区域地下室楼面非连接区域地下室楼面非连接区域地下室楼面≥Hn/6≥hc≥500搭接长度为LLE≥Hn/6≥hc≥500梁底到柱子嵌固部位之间的净高Hn连接区域采用焊接方式两批接头之间错开≥500≥35d连接区域采用机械方式两批接头之间错开35d搭接接头要错开≥0.3LLE非连接区域≥Hn/6≥hc非连接区域≥Hn/6≥hc非连接区域≥Hn/6≥hc搭接长度为LLE≥500≥500≥500基础顶面基础顶面基础顶面基础顶面绑扎链接基础顶面当某层连接区的高度小于纵筋分两批搭接所需要的高度时，应改用机械连接或焊接连接地下室纵向钢筋机械连接三维示意图基础顶面地下室纵向钢筋焊接连接三维示意图地下室纵向钢筋绑扎连接三维示意图机械连接焊接连接12d嵌固部位嵌固部位嵌固部位嵌固部位弯折长度12d伸入梁顶,且≥LaE伸入梁顶,且≥0.5LabE≥Hn/3柱长边尺寸箍筋加密区≥Hn/6500图1直锚柱长边尺寸弯锚梁顶面嵌固部位≥Hn/6500柱长边尺寸梁顶面箍筋加密区≥Hn/6500图2弯锚图1直锚图2弯锚柱长边尺寸直锚注:

1.本页图中钢筋链接构造及柱箍筋加密区范围用于嵌固部位不在基础低面情况下地下室部分(基础低面至嵌固部位)的柱。2.图中hc为截面长边尺寸（圆柱为截面直径）Hn为所在楼层的柱挣高。地下一层增加钢筋在嵌固部位的锚固构造≥Hn/6500柱长边尺寸地下室K

Z的纵向钢筋连接构造、图集号

16G101-1-64箍筋加密区基础顶面地下室抗震K

Z的箍筋加密区范围地下室纵向箍筋加密三维示意图郭仁俊廖宜香傅华夏设计箍筋加密区范围审核校对页hc梁顶面钢筋连接做法见本图集Hn/6500柱长边尺寸箍筋加密区墙顶面钢筋连接做法见本图集梁顶面柱墙顶面墙顶面剪力墙Hn/6500柱长边尺寸柱墙顶面箍筋加密区Hn/6500柱长边尺寸剪力墙150

150伸入长度1.2La弯折长度150剪力墙梁顶面墙顶面剪力墙剪力墙剪力墙≥Hn/6500柱纵筋锚固在墙顶部时柱根构造柱长边尺寸Hn/6500柱长边尺寸箍筋加密区柱与墙重叠一层抗震剪力墙上QZ纵筋构造嵌固部位≥Hn/3低层柱根加密钢筋连接做法见本图集抗震KZ、QZ、LZ箍筋加密区范围刚性地面(QZ嵌固部位为墙顶面,LZ嵌固部位为梁顶面)d≤25

r=4d梁顶面d＞25

r=6d加密500d刚性地面梁顶面纵向钢筋弯折要求加密500伸入长度≥0.5LabE12d底层刚性地面上下各加密500弯折长度12d梁上柱LZ纵筋构造刚性地面刚性地面KZ、QZ、LZ箍筋加密区范围Q

Z、L

Z纵向钢筋构造图集号

16G101-1-65底层刚性地面上下各加密500审核

郭仁俊

校对

廖宜香

设计

傅华夏页抗震框架柱和小墙肢箍筋加密区高度选用表

(mm)柱净高柱截面长边尺寸

h或圆柱直径

DHa

(mm)

400

450

500

550

600

650

700

750

800

850

900

950

1000

1050

1100

1150

1200

1250

130015001800210024002700500500

500

500500

500

500

550500

500

500

550

600

650箍筋全高加密30003300360039004200500

500

500

550

600

650

700550

550

550

550

600

650

700

750

800600

600

600

600

600

650

700

750

800

850650

650

650

650

650

650

700

750

800

850

900

950700

700

700

700

700

700

700

750

800

850

900

950

10004500480051005400750

750

750

750

750

750

750

750

800

850

900

950

1000

1050

1100800

800

800

800

800

800

800

800

800

850

900

950

1000

1050

1100

1150850

850

850

850

850

850

850

850

850

850

900

950

1000

1050

1100

1150

1200

1250900

900

900

900

900

900

900

900

900

900

900

950

1000

1050

1100

1150

1200

1250

1300570060006300660069007200950

950

950

950

950

950

950

950

950

950

950

950

1000

1050

1100

1150

1200

1250

13001000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1050

1100

1150

1200

1250

13001050

1050

1050

1050

1050

1050

1050

1050

1050

1050

1050

1050

1050

1050

1100

1150

1200

1250

13001100

1100

1100

1100

1100

1100

1100

1100

1100

1100

1100

1100

1100

1100

1100

1150

1200

1250

13001150

1150

1150

1150

1150

1150

1150

1150

1150

1150

1150

1150

1150

1150

1150

1150

1200

1250

13001200

1200

1200

1200

1200

1200

1200

1200

1200

1200

1200

1200

1200

1200

1200

1200

1200

1250

1300注：1.表内数值未包括框架嵌固部位往根部箍筋加密区范围。2.柱净高（包括因嵌砌填充墙等形成的柱净高）与柱截面长边尺寸（圆柱为截面直径）的比值

Hn/hc≤4时，箍筋沿柱全高加密。3.小墙肢即墙肢长度不大于墙厚

4倍的剪力墙。矩形小墙肢的厚度不大于

300

时,箍筋全高加密。抗震框架柱和小墙肢箍筋加密区高度选用表

图集号

16G101-1-6611G10111G10111G101设计审核校对页当柱纵筋直径≥25时,在柱宽范围的柱箍筋内侧设置间距＞150,但不少于3Ø10的角部附加钢筋柱外侧纵向钢筋配筋率＞1.2%时分两批截断,且≥20d300柱外侧纵向钢筋配筋率＞1.2%时分两批截断柱外侧纵向钢筋直径不小于梁上部钢筋时,可弯入梁内作梁上部纵向钢筋梁上部纵筋≥20d≥1.5labEA10柱外侧纵向纵筋直径不小于梁上部钢筋时，可弯入梁内作梁上部纵向钢筋当柱纵筋直径≥25时，在柱宽范围的柱箍筋内侧设置间距≥150,但不少于3A10的角部附加钢筋梁上部纵筋弯折长度≥15d梁底外侧纵向配筋率1.5LabE柱内侧纵筋同中柱柱顶纵向钢筋构造,见本图集柱内侧纵筋同中柱柱顶纵向钢筋构造柱内侧纵筋同中柱柱顶纵向钢筋构造柱内侧纵筋同中柱柱顶纵向钢筋构造，见本图集21从梁底算起1.5labE超过柱内侧边缘柱筋作为梁上部钢筋使用柱顶第一层钢筋伸至柱内边向下弯折8d柱顶第一层钢筋伸至柱内边向下弯折

8d柱外侧纵向钢筋配筋率＞1.2%时分两批截断弯折长度≥15d柱顶第二层钢筋伸至柱内边柱外侧纵向钢筋配筋率