Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Cast-in-place reinforced concrete hollow floor construction method
The invention discloses a cast-in-place reinforced concrete hollow floor construction process which comprises the following steps: S1, mounting a supporting plate and a supporting column to obtain a template; s2, reinforcing steel bars are bound on the formwork, edge beam frames and hidden beam frames are installed, and a supporting base is formed; s3, concrete is poured and vibrated compactly, and a concrete layer is formed after the concrete is cured and air-dried; and S4, the recycling formwork is disassembled, and construction is completed. Wherein the hidden beam frame comprises a first connecting rib, a second connecting rib and a third connecting rib; the first connecting rib, the second connecting rib and the third connecting rib are parallel to one another and extend in the length direction of the hidden beam frame, and the distances between the ends, close to the edge beam, of the first connecting rib, the second connecting rib and the third connecting rib and the edge beam frame are sequentially arranged from far to near. The hollow floor has the effect of improving the anti-pressure ability of the hollow floor.
本发明公开了一种现浇钢筋混凝土空心楼盖施工工艺，包括以下步骤：S1.安装支撑板和支撑柱，得到模板；S2.在模板上绑扎钢筋，安装边梁框、暗梁框，形成支撑座；S3.浇灌混凝土并振捣密实，混凝土养护风干后形成混凝土层；S4.拆卸回收模板，完成施工；其中所述暗梁框包括第一连接筋、第二连接筋和第三连接筋；所述第一连接筋、第二连接筋和第三连接筋相互平行且沿所述暗梁框的长度方向延伸，所述第一连接筋、第二连接筋和第三连接筋靠近所述边梁的一端与所述边梁框的距离自远及近依次排列本申请具有提高空心楼盖的抗压能力的效果。
Cast-in-place reinforced concrete hollow floor construction method
The invention discloses a cast-in-place reinforced concrete hollow floor construction process which comprises the following steps: S1, mounting a supporting plate and a supporting column to obtain a template; s2, reinforcing steel bars are bound on the formwork, edge beam frames and hidden beam frames are installed, and a supporting base is formed; s3, concrete is poured and vibrated compactly, and a concrete layer is formed after the concrete is cured and air-dried; and S4, the recycling formwork is disassembled, and construction is completed. Wherein the hidden beam frame comprises a first connecting rib, a second connecting rib and a third connecting rib; the first connecting rib, the second connecting rib and the third connecting rib are parallel to one another and extend in the length direction of the hidden beam frame, and the distances between the ends, close to the edge beam, of the first connecting rib, the second connecting rib and the third connecting rib and the edge beam frame are sequentially arranged from far to near. The hollow floor has the effect of improving the anti-pressure ability of the hollow floor.
本发明公开了一种现浇钢筋混凝土空心楼盖施工工艺，包括以下步骤：S1.安装支撑板和支撑柱，得到模板；S2.在模板上绑扎钢筋，安装边梁框、暗梁框，形成支撑座；S3.浇灌混凝土并振捣密实，混凝土养护风干后形成混凝土层；S4.拆卸回收模板，完成施工；其中所述暗梁框包括第一连接筋、第二连接筋和第三连接筋；所述第一连接筋、第二连接筋和第三连接筋相互平行且沿所述暗梁框的长度方向延伸，所述第一连接筋、第二连接筋和第三连接筋靠近所述边梁的一端与所述边梁框的距离自远及近依次排列本申请具有提高空心楼盖的抗压能力的效果。
Cast-in-place reinforced concrete hollow floor construction method
一种现浇钢筋混凝土空心楼盖施工方法
ZHANG CILI (Autor:in) / LI ZHONGJIAN (Autor:in) / CHEN YUEFENG (Autor:in)
31.01.2023
Patent
Elektronische Ressource
Chinesisch
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