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此节点柱纵向钢筋做法同节点3，即：所有纵筋伸至基础板底部，支撑在底板网片上，弯折15d，见下图。 注：暗柱伸入基础内的长度应满足≥0.6labE，且≥20d的要求。 上期讲了图集中一字墙的构造做法，本期对转角墙的构造节点进行探讨。 转角墙的构造做法分为两种情况，分别是：1.转角墙转角处为暗柱；2.转角墙转角处为端柱。 剪力墙或者是边缘构件，如果上层钢筋比下层钢筋大，必须是上层钢筋伸入到下部钢筋下，在下层实行搭接，22G针对这种情况，专门增加了节点图，如图1所示。
暗梁范围内墙身水平分布筋应连续设置。 剪力墙水平分布钢筋应在暗柱或Lc范围外搭接，相邻上下层水平分布筋交错搭接，错开距离≥500mm，搭接长度1.2LaE。 当剪力墙有暗柱或端柱，墙身水平分布筋应伸至暗（端）柱最外侧钢筋的内侧后弯折。 朗筑结构集钢结构设计培训、混凝土多高层结构设计培训、注册结构师考试培训与工程设计为一体的综合性实训中心,专注建筑结构设计培训14年。 地下室外剪力墙的水平钢筋、竖向钢筋排布规则：地下室剪力墙以承受土的侧压力为主，所有要优先保证主要受力筋的截面位置：竖向筋为主要受力钢筋放在外侧；抗剪的水平钢筋在内侧。
剪力墙边缘构件（暗柱）竖向钢筋在基础中的构造同柱纵向钢筋的构造相类似，也分为以下4种情况：1.保护层厚度>5d，基础高度满足直锚；2.保护层厚度≤5d，基础高度满足直锚；3.保护层厚度>5d，基础高度不满足直锚；4.保护层厚度≤5d，基础高度不满足直锚。
（二） 剪力墙 结构： 暗柱 与连梁的“延性密码”剪力墙是高层住宅的“抗侧力主力”，其节点问题 集中 在暗柱箍筋漏设和连梁锚固不足。 翻到22G101-1第68页，取消了“剪力墙上柱QZ纵筋构造”、“梁上柱LZ纵筋构造”，修订为“剪力墙上柱KZ纵筋构造”、“梁上柱KZ纵筋构造”，并标注了箍筋加密区范围。 第一、管廊 的 壁板配筋采用 剪力墙 来设置，但是在 剪力墙 交界处，拐角处 的 钢筋与墙身垂直筋不同规格，图纸 中 未提供 暗柱的 箍筋及配筋信息，这部分如何处理，是否可以采用 暗柱 来布置。
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