In the field construction process, it is often encountered that the intersections of steel mesh are not all bound with binding wire, most of them are bound at intervals. You may think that there is "Jerry building" in order to save money for steel workers and wire binding materials, but do you still find that some parts don't need us to supervise the workers, and the workers are well behaved? Do you know why! Let's talk about it.

现场施工，不论甲方、施工单位、监理等，所有质量问题，特别是钢筋上面的，我们都会拿依据来说话，依据从何而来，图纸、图集、规范以及编制通过的施工方案。当然各个项目的图纸和施工方案是不一样的，不可同日而语。今天就主要说说大部分地区都通用的《建筑施工手册》和《混凝土结构工程施工规范》中关于钢筋网交叉点是否要满扎来说说。

For site construction, no matter Party A, the construction company, the supervisor, etc., all quality problems, especially those on the reinforcement, we will take the basis to talk about, according to where, drawings, Atlas, national specifications and the construction scheme prepared and passed. Of course, the drawings and construction plans of each project are different, not the same. Today, I will mainly talk about whether the intersection of steel mesh should be full in the building construction manual and code for construction of concrete structure engineering, which are commonly used in most areas.

一、建筑施工手册

1、 Construction Manual

（1）、《建筑施工手册》第四篇、第四节中关于钢筋绑扎规定内容如下：

(1) The provisions on steel bar binding in Chapter IV and Section IV of building construction manual are as follows:

①、钢筋的交点须用铁丝扎牢。

① . the intersection point of the reinforcement shall be firmly fixed with iron wire.

②、板和墙的钢筋网片，除靠外围两行钢筋的相交点全部扎牢外，中间部分的相交点可相隔交错扎牢，但要保证受力钢筋不发生位移。双向受力的钢筋网片，须全部扎牢。

② Except that the intersection points of two lines of steel bars on the periphery are all fastened, the intersection points of the middle part can be staggered and fastened, but the stressed steel bars shall not be displaced. The two-way stressed steel mesh shall be firmly fastened.

（2）、《建筑施工手册》第二十一篇、第四节中关于钢筋绑扎规定内容如下：除柱钢筋和梁钢筋中的主筋采用焊接接头外，其余受力筋和箍筋均采用绑扎连接。钢筋绑扎采用现场绑扎，用20号铁丝。柱、梁箍筋与受力钢筋垂直设置，箍筋弯钩叠合处，应沿受力钢筋方向错开设置。板及整浇层的钢筋网外围两行钢筋交点应每点绑扎牢固，中间部分的相交点可相隔交错扎牢，但要保证受力钢筋不致产生位移。总之，绑扎时要做到：钢筋位置准确，绑扎牢固，钢筋接头位置，搭接长度，保护层厚度等符合要求，并严格按图施工。

(2) In the 21st and 4th sections of the building construction manual, the provisions on steel bar binding are as follows: except that the main steel bars in the column steel bars and beam steel bars are welded joints, the rest of the stressed steel bars and stirrups are bound and connected. The reinforcement shall be bound on site with No. 20 iron wire. The column and beam stirrups shall be set vertically with the stressed steel bars, and the stirrup hook overlap shall be staggered along the direction of the stressed steel bars. The intersection points of two lines of reinforcement around the slab and the whole casting layer shall be bound firmly at each point, and the intersection points of the middle part can be staggered and fastened, but the stressed reinforcement shall not be displaced. In a word, when binding, it is necessary to ensure that the position of the reinforcement is accurate, the binding is firm, the position of the reinforcement joint, the overlapping length, the thickness of the protective layer, etc. meet the requirements, and the construction shall be carried out in strict accordance with the drawings.

二、混凝土结构工程施工规范

2、 Code for construction of concrete structure engineering

混凝土结构施工规范底5.4.9中规定如下：钢筋绑扎的细部构造应符合下列规定：

5.4.9 of the code for construction of concrete structures stipulates as follows: the detailed structure of steel bar binding shall meet the following requirements:

①、钢筋的绑扎搭接接头应在接头和两端用铁丝扎牢；

① . the binding lap joint of reinforcement shall be firmly bound with iron wire at the center and both ends of the joint;

②、墙、柱、梁钢筋骨架中各垂直面钢筋网交叉点应全部扎牢；板上部钢筋

② The intersection points of the reinforcing mesh on each vertical plane in the reinforcement skeleton of the wall, column and beam shall be firmly fastened; the upper reinforcement of the slab

网的交叉点应全部扎牢，底部钢筋网除边缘部分外可间隔交错扎牢；

All intersections of the mesh shall be firmly fastened, and the bottom reinforcement mesh can be staggered and fastened at intervals except for the edge part;

综上所述个人觉得只有板底部钢筋钢筋存在间隔交错绑扎（且是单向板），剪力墙墙的钢筋网片是双向受力，因此剪力墙墙筋也应满扎。其余部位都不可以。

To sum up, I think that only the reinforcement at the bottom of the slab is alternately bound (and it is a one-way slab), and the reinforcement mesh of the shear wall wall is under two-way stress, so the shear wall reinforcement should also be fully bound. No other parts.