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悬臂板配筋构造(有高差)，参考 图集 17G101-11。
（1）当悬臂板的跨度较大且板面与内跨标高一致时，由于悬臂支座处的负弯矩对内跨中有影响，当内跨跨度较小时，甚至会出现全跨均为负弯矩，因此上部钢筋应通长配置。板面有高差时应采用分离式配置上部受力钢筋，悬臂板上部受力钢筋在内跨应满足锚固长度的要求。
（2）无内跨纯悬臂板上部受力钢筋伸入支座内的锚固宜采用弯折锚固。当支座宽度满足直线锚固长度la时，上部受力钢筋宜伸至支座远端向下90°弯折，弯折段长度为15d;当支座尺寸不满足直线锚固要求时，水平段投影长度应不小于0.6lab，弯折段长度为15d。
（2）悬臂构件的上部纵向钢筋是受力钢筋，因此要保证其在构件中的设计位置，不可以随意加大保护层的厚度，否则造成板面开裂等质量事故。悬臂板要待混凝土达到100%设计强度后方可拆除下部支撑。
（3）抗震设防烈度为7度(015g)以上，且悬臂板跨度大于2米时，板上下纵向钢筋伸入支座内的锚固长度需满足抗震锚固要求。
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[02] [手绘大样][Detail Drawing] 墙竖向筋锚入顶层板(梁) [Wall vertical reinforcement anchor into the top plate (beam)]
[03] [手绘大样][Detail Drawing] 后加钢板剪力墙 [Post added steel plate shear wall]
[04] [手绘大样][Detail Drawing] 钢筋混凝土悬臂梁配筋 [Reinforcement of reinforced concrete cantilever beams]
[05] [手绘大样][Detail Drawing] 钢梁与混凝土墙的铰接连接(一) [Hinged connection between steel beams and concrete walls]
[06] [手绘大样][Detail Drawing] 钢梁与混凝土墙的铰接连接(二) [Hinged connection between steel beams and concrete walls]
[07] [手绘大样][Detail Drawing] 钢梁与混凝土墙刚性连接(一) [Rigid connection between steel beams and concrete walls]
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[10] [手绘大样][Detail Drawing] 梁与柱铰接连接构造(二)[Hinged connection structure between beams and columns]
[11] [手绘大样][Detail Drawing] 梁与柱铰接连接构造(三)[Hinged connection structure between beams and columns]
[12] [手绘大样][Detail Drawing] 梁与柱铰接连接构造(三)[Hinged connection structure between beams and columns]
[13] [手绘大样][Detail Drawing] 梁与柱铰接连接构造(四)[Hinged connection structure between beams and columns]
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