Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Construction method of composite floor slab with detachable additional rigid part
The invention discloses a construction method of a composite floor slab with a detachable additional rigid part. The construction method comprises the following steps that S100, a mold is assembled, and a prefabricated bottom plate group mold is arranged; S200, a reinforcing mesh is arranged; S300, pouring is carried out, specifically, concrete is poured into the prefabricated bottom plate group mold, and a prefabricated bottom plate is formed; S400, additional rigidity devices are arranged, the multiple additional rigidity devices are detachably connected to the prefabricated bottom plate, and the additional rigidity devices are directly attached to the prefabricated bottom plate to form a whole; S500, maintenance is carried out; S600, mold removal is carried out; S700, hoisting is carried out; S800, installation is carried out; and S900, the additional rigid part is dismantled and recycled. According to the scheme of the construction method of the composite floor slab with the detachable additional rigid part, the rigidity of the prefabricated bottom plate can be improved, the thickness of the prefabricated bottom plate is reduced, and cost is saved.
本发明公开了一种带有可拆卸附加刚度件叠合楼板的施工方法，包括如下步骤：S100组模，设置预制底板组模；S200布置钢筋网片；S300浇筑，向预制底板组模浇筑混凝土，形成预制底板；S400布置附加刚度装置，将多个附件刚度装置可拆卸连接于所述预制底板上，附加刚度装置直接贴合所述预制底板形成一个整体；S500养护；S600拆模；S700起吊；S800安装；S900拆除附加刚度件，回收再利用。本方案可以提高预制底板的刚度，并降低其厚度，节约了成本。
Construction method of composite floor slab with detachable additional rigid part
The invention discloses a construction method of a composite floor slab with a detachable additional rigid part. The construction method comprises the following steps that S100, a mold is assembled, and a prefabricated bottom plate group mold is arranged; S200, a reinforcing mesh is arranged; S300, pouring is carried out, specifically, concrete is poured into the prefabricated bottom plate group mold, and a prefabricated bottom plate is formed; S400, additional rigidity devices are arranged, the multiple additional rigidity devices are detachably connected to the prefabricated bottom plate, and the additional rigidity devices are directly attached to the prefabricated bottom plate to form a whole; S500, maintenance is carried out; S600, mold removal is carried out; S700, hoisting is carried out; S800, installation is carried out; and S900, the additional rigid part is dismantled and recycled. According to the scheme of the construction method of the composite floor slab with the detachable additional rigid part, the rigidity of the prefabricated bottom plate can be improved, the thickness of the prefabricated bottom plate is reduced, and cost is saved.
本发明公开了一种带有可拆卸附加刚度件叠合楼板的施工方法，包括如下步骤：S100组模，设置预制底板组模；S200布置钢筋网片；S300浇筑，向预制底板组模浇筑混凝土，形成预制底板；S400布置附加刚度装置，将多个附件刚度装置可拆卸连接于所述预制底板上，附加刚度装置直接贴合所述预制底板形成一个整体；S500养护；S600拆模；S700起吊；S800安装；S900拆除附加刚度件，回收再利用。本方案可以提高预制底板的刚度，并降低其厚度，节约了成本。
Construction method of composite floor slab with detachable additional rigid part
一种带有可拆卸附加刚度件叠合楼板的施工方法
ZENG CHENGQI (Autor:in) / ZUO DEFA (Autor:in) / LI CHANGZHOU (Autor:in) / JIANG KAN (Autor:in) / CHEN DONGLIANG (Autor:in) / CHENG ZHENYU (Autor:in) / ZHONG DONGXU (Autor:in) / XI FEIFEI (Autor:in)
27.07.2021
Patent
Elektronische Ressource
Chinesisch
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