钢桁架楼承板是建筑施工中常用的一种板，为提高楼承板的施工质量，加快施工进度，增加施工安全保证，钢桁架楼承板在配筋方面还应满足以下要求：

Steel truss floor support plate is a commonly used type of plate in construction. In order to improve the construction quality of the floor support plate, accelerate the construction progress, and increase construction safety assurance, the steel truss floor support plate should also meet the following requirements in terms of reinforcement:

1、桁架楼承板不要求按组合梁设计栓钉，但需要保证板梁的完整性。

1. The truss floor support plate does not require bolt design according to the composite beam, but it is necessary to ensure the integrity of the plate beam.

2、肋的方向是连续的还是铰接在梁支座上，不取决于压型钢板，而取决于负弯矩配筋，压型钢板的受力可以忽略。一般来说，垂直于肋的方向是铰接的，但应提供抗裂结构钢筋。

2. Whether the direction of the ribs is continuous or hinged on the beam support does not depend on the profiled steel plate, but on the negative bending moment reinforcement, and the stress on the profiled steel plate can be ignored. Generally speaking, the direction perpendicular to the ribs is hinged, but crack resistant structural steel bars should be provided.

3、板顶配筋应符合GB 50010的要求。

3. The reinforcement at the top of the slab should comply with the requirements of GB 50010.

4、需要配置波峰处的钢筋，压型钢板在垂直于肋的方向上不起作用。

4. Reinforcement at the peak needs to be configured, and the profiled steel plate does not work in the direction perpendicular to the rib.

5、沿肋方向，压型钢板若能满足正截面承载力和抗剪粘结承载力的要求，则不能采用沿肋方向配筋。此时，应计算抗剪粘结承载力。

5. If the profiled steel plate can meet the requirements of normal section bearing capacity and shear bonding bearing capacity along the rib direction, reinforcement along the rib direction cannot be used. At this point, the shear bond bearing capacity should be calculated.

施工前应根据钢桁架楼承板的各向异性系数计算边长，然后根据边长判断单向板或双向板。

Before construction, the side length should be calculated based on the anisotropy coefficient of the steel truss floor support plate, and then the one-way or two-way plate should be determined based on the side length.

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