Construction sequence

平面施工順序：每層鋼筋桁架樓承板的鋪設宜根據施工圖起始位置向一個方向鋪設，后處理邊角部分。

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.

立面施工順序：隨主體結構安裝施工順序鋪設相應各層的鋼筋桁架樓承板。

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.

鋼筋桁架樓承板安裝

Installation of steel bar truss floor support plate

適宜在下一節鋼柱及配套鋼梁安裝完畢后進行。

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

樓板鋪設前

Before laying the floor slab

應按圖紙所示的起始位置放設鋪板時的基準線。對準基準線，安裝塊板， 并依次安裝其它板。樓板連接采用扣合方式，板與板之間的拉鉤連接應緊密，保證澆筑混凝土時不漏漿。

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.

鋼筋桁架樓承板就位之后

After the steel truss floor support plate is in place

應將其端部的豎向鋼筋及底模與鋼梁點焊牢固。沿板寬度方向將底模與鋼梁點焊，焊接采用手工電弧焊，間距不大于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.

樓板鋪設前

Before laying the floor slab

應按圖紙所示的起始位置放設鋪板時的基準線。對準基準線，安裝塊板， 并依次安裝其它板。樓板連接采用扣合方式，板與板之間的拉鉤連接應緊密，保證澆筑混凝土時不漏漿。

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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