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框架梁各部分的锚固长度怎样计算
更新时间: 2020-10-31 00:00:00  

1、框架梁字母代表KL,箍筋锚固10D,面筋通长钢筋的锚固(当支座能够放下锚固长度就是Lea。不能达到就是0.4Lea+15D,框架梁的架力筋和低筋都是按照面筋计算,架力筋的接头上15公分.加密区的箍筋多少个。是1.5被梁的高度,比如梁的高度上500,那它的加密区是750,一共就要加8个。

2、在锚固弯钩时候90度是增加了2D,135度是减少了2D。Lea的取值,根据砼的强度和钢筋直径来取值.最后下的料也是放不进去的。

关键词: 框架 部分 锚固 长度 怎样 计算

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