施工缝的位置应在混凝土浇筑前，按照设计要求和施工技术方案进行确定，应留

施工缝的位置应在混凝土浇筑前，按照设计要求和施工技术方案进行确定，应留置在结构受剪力较小的部位（梁板1/3处）。楼梯施工缝留置在楼面起上三踏步处，施工缝应垂直于楼梯板面。施工缝的处理在编制施工技术方案后执行。后浇带的留置位置应由设计确定，后浇带混凝土浇筑应根据施工技术方案施工，且保证建筑物沉降均匀。施工缝处的混凝土悬浮砂浆应当剔凿干净至密实混凝土表面。

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结果 (英语) 1: [复制]

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The location of construction joints should be determined according to design requirements and construction technical schemes before concrete pouring, and should be left in the part where the structure is subject to less shear (1/3 of the beam and slab). The construction joints of the stairs shall be left at three steps from the floor, and the construction joints shall be perpendicular to the slab surface of the stairs. The treatment of construction joints shall be carried out after the preparation of the construction technical plan. The retention position of the post-pouring zone should be determined by design, and the concrete pouring of the post-pouring zone should be constructed according to the construction technical plan, and the building settlement should be ensured evenly. The concrete suspension mortar at the construction joints should be cleaned to the dense concrete surface.

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结果 (英语) 2:[复制]

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The location of the construction seams shall be determined before concrete pouring, in accordance with the design requirements and the construction technical scheme, and shall be reserved in the area where the structure is less sheared (1/3 of the beam plate). Stair construction seams are placed at three steps on the floor, and the construction seams should be perpendicular to the stair panels. The treatment of construction seams is carried out after the preparation of the construction technical scheme. The lien position of the rear pouring belt shall be determined by design, and the concrete pouring of the rear pouring belt shall be constructed according to the construction technical scheme, and the building shall be settled evenly. The concrete suspended mortar at the construction seam shall be chisel clean to the dense concrete surface.

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结果 (英语) 3:[复制]

复制成功！

The position of construction joint shall be determined according to the design requirements and construction technical scheme before concrete pouring, and it shall be placed in the position with small shear force (1 / 3 of beam slab). The construction joint of stairs shall be left at the three steps above the floor, and the construction joint shall be perpendicular to the surface of the stairs. The treatment of construction joints shall be carried out after the preparation of construction technical scheme. The location of the post pouring belt should be determined by the design. The concrete pouring of the post pouring belt should be carried out according to the construction technical scheme, and the building settlement should be uniform. The concrete suspension mortar at the construction joint shall be chiseled clean to the surface of dense concrete.<br>

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