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女儿墙构造柱设置规范是什么？麻烦具体说说

女儿墙构造柱设置规范是什么？麻烦具体说说

浏览：26次 | 提问时间： 07-28 05:19

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栀子予清香 07-28 05:20

对女儿墙最大悬臂高度大于1200mm，小于1500mm，可采用加密构造柱及在高度中部增设圈梁的办法来解决，通过构造柱的加密，可提高女儿墙的抗剪能力，中部增设圈梁，可降低女儿墙的计算高度。

怪我太多情 07-28 05:28

1.在工程设计中，重视并加强女儿墙构造。
2.框架结构女儿墙因房屋较高，应一律采用全现浇混凝土，女儿墙钢筋应生根于板梁上。
3.对保温隔热层留足够的伸缩空间，特别是伸缩缝要按规范要求嵌入密封材料，不能简单地用水泥堵上。

貌美如花似你妈 07-28 05:37

旧的防火规范中，建筑高度指室外地面至女儿墙顶的高度。最新的防火规范中，建筑高度作出调整，指室外地面至屋面面层的高度，即不包括女儿墙。

你说我不懂 07-28 05:45

首先，女儿墙是非结构构件，抗震的目的是防止它倒塌伤人，规范里要求，构造柱每4米一根到女儿墙顶，顶部做压顶，(这个构造柱和压顶都内配有钢筋)，目的是跟圈梁形成一个框架，以提高屋面以上构件(女儿墙)的整体刚度，如遇地震，则主要受力由混凝土构件承担，同时混凝土构件跟砌体有了有效的拉结，那么女儿墙就不会那么容易倒塌。假如没有构造柱，没有压顶，砌体女儿墙就是一个悬臂的墙体，抵抗类似地震这种侧向力的能力是非常弱的。其次，由于建筑的主体由构造柱、框架等互相连接，形成了一个混凝土的整体，对温度变形相对有所约束，而女儿墙，假如不做构造柱、圈梁，则会跟主体形成一个相对独立的体系，原理跟抗震一样;假如在温度等的作用下，不同体系之间容易产生裂缝。你假如去翻翻建筑构造原理的教科书的话，上面关于砌体建筑外墙产生裂缝的部位的篇章里，对顶层易产生裂缝而提出的解决措施中的一条就是，女儿墙做压顶，同时增加女儿墙内构造柱。(这也是我在这里的回帖把构造柱和压顶放在一起的原因)。最后、其实前面都没提过，砌体女儿墙高度小于500(还是600不记得了)，是可以不做压顶的，原来跟上面其实也是一样，500~600高，240厚的墙体本身稳定性有所保障，而高于这个数值，为保证其稳定性，就需要采取一定的措施了，比如压顶。或干脆整个用混凝土墙与屋面整浇了。

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