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Construction method of rhombic #-shaped floor formwork supporting system based on high formwork
The invention belongs to the field of building construction, and relates to a construction method of a rhombus #-shaped floor system formwork supporting system based on a high formwork. The construction method of the rhombus #-shaped floor formwork supporting system based on the high formwork comprises the following steps that S1, a first supporting bracket is erected; s2, beam bottom formworks are fully laid at the upper ends of the first supporting supports, and an integral bottom formwork platform is formed; s3, multiple groups of cross beam steel bars are bound on the integral bottom die platform; s4, beam side formworks are installed on the side edges of each set of cross beam steel bars, the bottoms of the beam side formworks are attached to the upper surface of the overall bottom formwork platform, and a formwork cavity is defined by the beam side formworks and the upper surface of the overall bottom formwork platform in a combined mode; s5, a second supporting bracket is erected on the upper surface of the overall bottom die platform; s6, a top plate is laid at the upper end of the second supporting bracket, and the side edge of the top plate is connected with the top of the beam side formwork; and S7, concrete is poured into the top plate and the mold cavity, and the #-shaped floor system is formed. The construction method can simultaneously adapt to the rhombic #-shaped floor system and the disc buckle type supporting bracket, and the overall strength of the supporting system is improved.
本申请属于建筑施工领域,涉及一种基于高支模的菱形井字楼盖模板支撑体系施工方法。本基于高支模的菱形井字楼盖模板支撑体系施工方法,包括以下步骤:S1:搭设支撑支架一;S2:在支撑支架一上端满铺梁底模板,形成一个整体底模平台;S3:在整体底模平台上绑扎多组井字梁钢筋;S4:在各组井字梁钢筋的侧边安装梁侧模板,使梁侧模板的底部与整体底模平台的上表面相贴,并组合围成模腔;S5:在整体底模平台上表面搭设支撑支架二;S6:在支撑支架二上端铺设顶板,使顶板的侧边与梁侧模板的顶部相接;S7:向顶板及模腔中浇筑混凝土,形成井字楼盖。本施工方法能够同时适应菱形井字楼盖与盘扣式支撑支架,提高支撑系统的整体强度。
Construction method of rhombic #-shaped floor formwork supporting system based on high formwork
The invention belongs to the field of building construction, and relates to a construction method of a rhombus #-shaped floor system formwork supporting system based on a high formwork. The construction method of the rhombus #-shaped floor formwork supporting system based on the high formwork comprises the following steps that S1, a first supporting bracket is erected; s2, beam bottom formworks are fully laid at the upper ends of the first supporting supports, and an integral bottom formwork platform is formed; s3, multiple groups of cross beam steel bars are bound on the integral bottom die platform; s4, beam side formworks are installed on the side edges of each set of cross beam steel bars, the bottoms of the beam side formworks are attached to the upper surface of the overall bottom formwork platform, and a formwork cavity is defined by the beam side formworks and the upper surface of the overall bottom formwork platform in a combined mode; s5, a second supporting bracket is erected on the upper surface of the overall bottom die platform; s6, a top plate is laid at the upper end of the second supporting bracket, and the side edge of the top plate is connected with the top of the beam side formwork; and S7, concrete is poured into the top plate and the mold cavity, and the #-shaped floor system is formed. The construction method can simultaneously adapt to the rhombic #-shaped floor system and the disc buckle type supporting bracket, and the overall strength of the supporting system is improved.
本申请属于建筑施工领域,涉及一种基于高支模的菱形井字楼盖模板支撑体系施工方法。本基于高支模的菱形井字楼盖模板支撑体系施工方法,包括以下步骤:S1:搭设支撑支架一;S2:在支撑支架一上端满铺梁底模板,形成一个整体底模平台;S3:在整体底模平台上绑扎多组井字梁钢筋;S4:在各组井字梁钢筋的侧边安装梁侧模板,使梁侧模板的底部与整体底模平台的上表面相贴,并组合围成模腔;S5:在整体底模平台上表面搭设支撑支架二;S6:在支撑支架二上端铺设顶板,使顶板的侧边与梁侧模板的顶部相接;S7:向顶板及模腔中浇筑混凝土,形成井字楼盖。本施工方法能够同时适应菱形井字楼盖与盘扣式支撑支架,提高支撑系统的整体强度。
Construction method of rhombic #-shaped floor formwork supporting system based on high formwork
一种基于高支模的菱形井字楼盖模板支撑体系施工方法
YANG SHIJUE (author) / YANG HONGFU (author) / HU XIUYA (author) / LYU MINMING (author) / XU JIANWEI (author)
2023-12-22
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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