• 16G101-1中文
    • 目录
    • 总说明
    • 第一部分 平法制图规则
      • 1 总则
      • 2 柱平法施工图制图规则
  • 2.1 柱平法施工图的表示方法
  • 2.2 列表注写方式
  • 2.3 截面注写方式
  • 2.4 其他
  • 柱平法施工图列表注写方式示例
  • 柱平法施工图截面注写方式示例
  • 3 剪力墙平法施工图制图规则
  • 3.1 剪力墙平法施工图的表示方法
  • 3.2 列表注写方式
  • 3.3 截面注写方式
  • 3.4 剪力墙洞口的表示方法
  • 3.5 地下室外墙的表示方法
  • 3.6 其他
  • 剪力墙平法施工图列表注写方式示例
  • 剪力墙平法施工图截面注写方式示例
  • 地下室外墙平法施工图平面注写示例
  • 4 梁平法施工图制图规则
  • 4.1 梁平法施工图的表示方法
  • 4.2 平面注写方式
  • 4.3 截面注写方式
  • 4.4 梁支座上部纵筋的长度规定
  • 4.5 不伸入支座的梁下部纵筋长度规定
  • 4.6 其他
  • 梁平法施工图平面注写方式示例
  • 梁平法施工图截面注写方式示例
  • 5 有梁楼盖平法施工图制图规则
  • 5.1 有梁楼盖平法施工图的表示方法
  • 5.2 板块集中标注
  • 5.3 板支座原位标注
  • 5.4 其他
  • 有梁楼盖平法施工图示例
  • 6 无梁楼盖平法施工图制图规则
  • 6.1 无梁楼盖平法施工图的表示方法
  • 6.2 板带集中标注
  • 6.3 板带支座原位标注
  • 6.4 暗梁的表示方法
  • 6.5 其他
  • 无梁楼盖平法施工图示例
  • 7 楼板相关构造制图规则
  • 7.1 楼板相关构造类型与表示方法
  • 7.2 楼板相关构造直接引注
  • 7.3 其他
  • 第二部分 标准构造详图
  • 混凝土结构的环境类别
  • 混凝土保护层的最小厚度
  • 受拉钢筋基本锚固长度
  • 抗震设计时受拉钢筋基本锚固长度
  • 钢筋弯折的弯弧内直径
  • 受拉钢筋锚固长度
  • 受拉钢筋抗震锚固长度
  • 纵向钢筋弯钩与机械锚固形式
  • 纵向受力钢筋搭接区箍筋构造
  • 纵向钢筋的连接
  • 纵向受拉钢筋搭接长度
  • 纵向受拉钢筋抗震搭接长度
  • 封闭箍筋及拉筋弯钩构造
  • 梁并筋等效直径、最小净距
  • 梁柱纵筋间距要求
  • 拉结筋构造
  • 螺旋箍筋构造
  • KZ纵向钢筋连接构造
  • 地下室KZ的纵向钢筋连接构造
  • 地下室KZ的箍筋加密区范围
  • KZ、QZ、LZ箍筋加密区范围
  • QZ、LZ纵向钢筋构造
  • 抗震框架柱和小墙肢箍筋加密区高度选用表
  • KZ边柱和角柱柱顶纵向钢筋构造
  • KZ中柱柱顶纵向钢筋构造
  • KZ柱变截面位置纵向钢筋构造
  • KZ边柱、角柱柱顶等截面伸出时纵向钢筋构造
  • 芯柱XZ配筋构造
  • 矩形箍筋复合形式
  • 剪力墙水平分布钢筋构造
  • 剪力墙竖向钢筋构造
  • 约束边缘构件YBZ构造
  • 剪力墙水平分布钢筋计入约束边缘构件体积配箍率的构造做法
  • 构造边缘构件GBZ、扶壁柱FBZ、非边缘暗柱AZ构造
  • 连梁LL配筋构造
  • 剪力墙BKL或AL与LL重叠时配筋构造
  • 剪力墙连梁LLk纵向钢筋、箍筋加密区构造
  • 连梁交叉斜筋LL（JX）配筋构造
  • 连梁集中对角斜筋LL（DX）配筋构造
  • 连梁对角暗撑LL（JC）配筋构造
  • 地下室外墙DWQ钢筋构造
  • 剪力墙洞口补强构造
  • 楼层框架梁KL纵向钢筋构造
  • 屋面框架梁WKL纵向钢筋构造
  • 框架梁水平、竖向加腋构造
  • KL、WKL中间支座纵向钢筋构造
  • 梁箍筋构造
  • 非框架梁L、Lg配筋构造
  • 不伸入支座的梁下部纵向钢筋断点位置
  • 梁侧面纵向构造筋和拉筋
  • 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
  • 纯悬挑梁XL及各类梁的悬挑端配筋构造
  • 框架扁梁中柱节点
  • 框架扁梁边柱节点（一）
  • 框架扁梁箍筋构造
  • 框架扁梁边柱节点（二）
  • 框支梁KZL、转换柱ZHZ配筋构造
  • 框支梁KZL上部墙体开洞部位加强做法
  • 托柱转换梁TZL托柱位置箍筋加密构造
  • 井字梁JZL、JZLg配筋构造
  • 有梁楼盖楼（屋）面板配筋构造
  • 板在端部支座的锚固构造（一）
  • 板在端部支座的锚固构造（二）
  • 板翻边FB构造
  • 有梁楼盖不等跨板上部贯通纵筋连接构造
  • 单（双）向板配筋示意
  • 纵向钢筋非接触搭接构造
  • 悬挑板XB钢筋构造
  • 无支承板端部封边构造
  • 折板配筋构造
  • 无梁楼盖柱上板带ZSB与跨中板带KZB纵向钢筋构造
  • 板带端支座纵向钢筋构造（一）
  • 板带悬挑端纵向钢筋构造
  • 柱上板带暗梁钢筋构造
  • 板带端支座纵向钢筋构造（二）
  • 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
  • 板加腋JY构造
  • 局部升降板SJB构造（一）
  • 局部升降板SJB构造（二）
  • 板开洞BD与洞边加强钢筋构造（洞边无集中荷载）
  • 悬挑板阳角放射筋Ces构造
  • 板内纵筋加强带JQD构造
  • 悬挑板阴角构造
  • 柱帽ZMa、ZMb、ZMc、ZMab构造
  • 柱顶柱帽柱纵向钢筋构造
  • 抗冲切箍筋Rh构造
  • 抗冲切弯起筋Rb构造
  • 附录：词汇表
  • 16G101-1English
    • Contents
    • General Instruction
    • Part One Drawing Rules of Ichnographic Representing Method
      • 1 General Provisions
      • 2 Rules of Ichnographic Construction Drawings of Columns
  • 2.1 Representing method of ichnographic construction drawings of columns
  • 2.2 Tabulated annotation method
  • 2.3 Sectional annotation method
  • 2.4 Others
  • Example of ichnographic construction drawings of columns using tabulated annotation method
  • Example of ichnographic construction drawings of columns using sectional annotation method
  • 3 Rules of Ichnographic Construction Drawings of Shear Walls
  • 3.1 Representing method of ichnographic construction drawings of shear walls
  • 3.2 Tabulated annotation method
  • 3.3 Sectional annotation method
  • 3.4 Representing method of openings in shear walls
  • 3.5 Representing method of exterior walls of basement
  • 3.6 Others
  • Example of ichnographic construction drawings of shear walls using tabulated annotation method
  • Example of ichnographic construction drawings of shear walls using sectional annotation method
  • Example of ichnographic construction drawings of exterior walls of basement using ichnographic annotation method
  • 4 Rules of Ichnographic Construction Drawings of Beams
  • 4.1 Representing method of ichnographic construction drawings of beams
  • 4.2 Ichnographic annotation method
  • 4.3 Sectional annotation method
  • 4.4 Requirements for length of top longitudinal bars in beams at support
  • 4.5 Requirements for length of bottom bars in beams cut off in span
  • 4.6 Others
  • Example of ichnographic construction drawings of beams using ichnographic annotation method
  • Example of ichnographic construction drawings of beams using sectional annotation method
  • 5 Rules of Ichnographic Construction Drawings of Slabs with Beams
  • 5.1 Representing method of ichnographic construction drawings of slabs with beams
  • 5.2 General annotation of slabs
  • 5.3 Specific annotation of slabs at support
  • 5.4 Others
  • Example of ichnographic construction drawings of slabs with beams
  • 6 Rules of Ichnographic Construction Drawings of Slabs without Beams
  • 6.1 Representing method of ichnographic construction drawings of slabs without beams
  • 6.2 General annotation of slab strips
  • 6.3 Specific annotation of slab strips at support
  • 6.4 Representing method of embedded beams
  • 6.5 Others
  • Example of ichnographic construction drawings of slabs without beams
  • 7 Rules for Drawings of Slab-related Detailing
  • 7.1 Types and the representing method of slab-related detailing
  • 7.2 Direct annotation of slab-related detailing
  • 7.3 Others
  • Part Two Standard Detailing Drawings
  • Environment classification of concrete structures Minimum concrete cover
  • Basic anchorage length lab, basic anchorage length labE of tension bars in seismic design and the inside diameter of hook D
  • Anchorage length la of tension bars Anchorage length laE of tension bars in seismic design
  • Hooks and mechanical anchorage types of longitudinal bars Stirrup detailing in the lap zone of longitudinal main bars Splices of longitudinal bars
  • Lap length ll of longitudinal tension bars
  • Lap length llE of longitudinal tension bars in seismic design
  • Detailing of hooks of closed stirrups and tie bars Equivalent diameter and minimum clear spacing of twin bars in beams Spacing requirements for longitudinal bars in beams and columns Detailing of tie bars Detailing of spiral stirrups
  • Splices detailing of longitudinal bars in frame columns KZ
  • Splices detailing of longitudinal bars in frame columns KZ of basement Stirrup densification zone in frame columns KZ of basement
  • Stirrup densification zone for KZ, QZ, LZ Detailing of longitudinal bars in QZ, LZ
  • Table of height of stirrup densification zone in seismic-force-resisting frame columns or short shear wall limbs
  • Detailing of longitudinal bars at the top of edge columns and corner columns KZ
  • Detailing of longitudinal bars at the top of interior columns KZ Detailing of longitudinal bars at variable sections of columns KZ
  • Detailing of longitudinal bars at top of edge columns and corner columns KZ that rise beyond the roof with a constant section
  • Detailing of reinforcement in core columns XZ Overlapping patterns of rectangular stirrups
  • Detailing of horizontal distribution bars in shear walls
  • Detailing of vertical bars in shear walls
  • Detailing of special boundary elements YBZ
  • Detailing of special boundary elements when horizontal bars in shear walls are counted in the calculation of volumetric ratio of stirrup in special boundary elements
  • Detailing of ordinary boundary elements GBZ, buttress columns FBZ and middle embedded columns AZ
  • Detailing of reinforcement in coupling beams LL
  • Detailing of reinforcement when edge frame beams BKL or embedded beams AL of shear walls overlap with coupling beams LL
  • Detailing of longitudinal bars and stirrup densification zone in coupling beams of shear walls LLk
  • Detailing of coupling beams with crossing bars LL (JX) Detailing of coupling beams with diagonal bars LL (DX) Detailing of coupling beams with embedded diagonal bracings LL (JC)
  • Detailing of reinforcement in exterior walls of basement DWQ
  • Detailing of strengthening bars of openings in shear walls
  • Detailing of longitudinal bars in floor frame beams KL
  • Detailing of longitudinal bars in roof frame beams WKL
  • Detailing of horizontal and vertical haunch of frame beams
  • Detailing of longitudinal bars in floor and roof frame beams KL,WKL at interior supports
  • Detailing of stirrups in beams
  • Detailing of reinforcement in non-frame beams L and Lg
  • Cutoff point of beam bottom longitudinal bars which do not extend into supports Side bars and tie bars in beams
  • Detailing of longitudinal bars in beams L at interior supports Detailing of reinforcement in horizontally or vertically folded beams
  • Detailing of reinforcement in cantilever beams XL and cantilever end of all kinds of beams
  • Joints of frame flat beams and interior columns
  • Joints of frame flat beams and edge columns (Ⅰ) Stirrup detailing of frame flat beams
  • Joints of frame flat beams and edge columns (Ⅱ)
  • Detailing of reinforcement in frame-supported beams KZL and transfer columns ZHZ
  • Strengthening detailing of frame-supported beams KZL under wall openings Stirrup densification detailing of column supporting transfer beams TZL under the supported column
  • Detailing of reinforcement in #-shape arranged beams JZL or JZLg
  • Detailing of reinforcement in floor (roof) slabs with beams Anchorage detailing of slab reinforcement at end supports (Ⅰ)
  • Anchorage detailing of slab reinforcement at end supports (Ⅱ) Detailing of slab turnups FB
  • Splice detailing of top continuous bars in slabs with unequal spans
  • Schematic of reinforcement in one(two)-way slabs Detailing of non-contact lap splice of longitudinal bars
  • Detailing of reinforcement in cantilever slabs XB Detailing of reinforcement in slab free ends Detailing of reinforcement in folded slabs
  • Detailing of longitudinal bars in slab strips on top of columns ZSB and slab strips in midspan KZB of floor slabs without beams
  • Detailing of longitudinal bars at end supports of slab strips (Ⅰ) Detailing of longitudinal bars at free end of slab strips Detailing of reinforcement in embedded beams of slab strips on top of columns
  • Detailing of longitudinal bars at end supports of slab strips (Ⅱ)
  • Detailing of reinforcement in post-cast strips HJD in slabs Detailing of reinforcement in post-cast strips HJD in walls Detailing of reinforcement in post-cast strips HJD in beams
  • Detailing of haunch of slabs JY Detailing of slabs with local level difference SJB (Ⅰ)
  • Detailing of slabs with local level difference SJB (Ⅱ)
  • Detailing of slab openings BD and strengthening bars around openings (no concentrated load applied around the opening)
  • Detailing of radial bars at the external corner of cantilever slabs Ces
  • Detailing of strengthening strips of longitudinal bars JQD in slabs Detailing of the internal corner of cantilever slabs
  • Detailing of column caps ZMa, ZMb, ZMc and ZMab Detailing of column longitudinal reinforcement in column caps
  • Detailing of punching shear resistant stirrups Rh Detailing of punching shear resistant bent-up bars Rb
  • Appendix:word list