Construction sequence

平面施工顺序：每层钢筋桁架楼承板的铺设宜根据施工图起始位置向一个方向铺设，后处理边角部分。

Plane construction sequence: The laying of each layer of steel truss floor support plate should be carried out in one direction according to the starting position of the construction drawing, and finally, the edges and corners should be treated.

立面施工顺序：随主体结构安装施工顺序铺设相应各层的钢筋桁架楼承板。

Facade construction sequence: Lay corresponding steel truss floor support plates for each floor in accordance with the installation and construction sequence of the main structure.

钢筋桁架楼承板安装

Installation of steel bar truss floor support plate

适宜在下一节钢柱及配套钢梁安装完毕后进行。

It is suitable to proceed after the installation of the next section of steel columns and supporting steel beams.

楼板铺设前

Before laying the floor slab

应按图纸所示的起始位置放设铺板时的基准线。对准基准线，安装块板， 并依次安装其它板。楼板连接采用扣合方式，板与板之间的拉钩连接应紧密，保证浇筑混凝土时不漏浆。

The reference line for laying the board should be placed at the starting position shown on the drawing. Align the reference line, install the first board, and then install the other boards in sequence. The connection of the floor slab adopts a buckle method, and the hook connection between the slabs should be tight to ensure that there is no leakage during the pouring of concrete.

钢筋桁架楼承板就位之后

After the steel truss floor support plate is in place

应将其端部的竖向钢筋及底模与钢梁点焊牢固。沿板宽度方向将底模与钢梁点焊，焊接采用手工电弧焊，间距不大于300mm。

The vertical reinforcement and bottom formwork at its end should be firmly spot welded with the steel beam. Spot weld the bottom formwork with the steel beam along the width direction of the plate. Manual arc welding is adopted for welding, and the spacing is not more than 300mm.

楼板铺设前

Before laying the floor slab

应按图纸所示的起始位置放设铺板时的基准线。对准基准线，安装块板， 并依次安装其它板。楼板连接采用扣合方式，板与板之间的拉钩连接应紧密，保证浇筑混凝土时不漏浆。

The reference line for laying the board should be placed at the starting position shown on the drawing. Align the reference line, install the first board, and then install the other boards in sequence. The connection of the floor slab adopts a buckle method, and the hook connection between the slabs should be tight to ensure that there is no leakage during the pouring of concrete.

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