论文部分内容阅读
过去施工中用“预留倒筋法”留设柱侧拉结筋,往往出现缩进混凝土内找不到的情况。我们采用加垫块的办法解决了这个问题。现以柱两侧与240mm 墙交接为例说明一下拉结筋的留设方法。先将拉结筋加工成“(?)”形,使其宽与混凝土柱外包尺寸相同;在绑扎柱箍筋过
In the past, the use of the “reserved crunching method” in the construction had left the buckling bars on the side of the column, which often occurred when the concrete was not retracted. We have solved this problem with a padding method. The method of leaving a knot is illustrated by taking the junction between the two sides of the column and the 240mm wall as an example. First pull the rib into a “(?)” shape so that its width is the same as the outer size of the concrete column;