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Construction method of post-cast strip roof support-free formwork system
The invention discloses a post-cast strip roof support-free formwork system construction method, and relates to the technical field of house buildings. The method comprises the following steps: 1, pre-burying lower draw hooks into concrete beams on two sides of a post-cast strip; secondly, a bottom formwork, a bolt sleeve, a laminated slab truss, a bolt and a rigid supporting plate enter the site; thirdly, a laminated slab truss is laid in the length direction of the post-cast strip; fourthly, steel bars on the two side plates of the post-cast strip are bound; 5, pouring of the laminated slab trusses on the two sides of the post-cast strip and concrete; sixthly, welding tie bars to be connected with the upper drag hook and the lower drag hook; seventhly, after the concrete slabs on the two sides of the post-cast strip meet the formwork removal requirement, the bottom formwork is removed; eighthly, post-cast strip inner joint steel bars are bound; ninthly, a bolt formwork hanging device is installed, and the positions of bolts are adjusted for fastening; tenthly, post-cast strip concrete is poured; eleventhly, the formwork and the inclined upward support are dismantled; disassembly and assembly are convenient, and the bearing capacity of the supporting structure system is high.
本发明公开了一种后浇带顶板免支撑模板体系施工方法,涉及房屋建筑技术领域,本发明包括以下步骤;步骤一:预埋下拉钩至后浇带两侧混凝土梁内;步骤二:底模版、螺栓套筒、叠合板桁架、螺栓、刚性支撑板进场;步骤三:后浇带长度方向铺设叠合板桁架;步骤四:后浇带两侧板钢筋绑扎;步骤五:后浇带两侧叠合板桁架及混凝土浇筑;步骤六:焊接拉结筋与上、下拉钩进行连接;步骤七:后浇带两侧混凝土板达到拆模要求后,底模版拆除;步骤八:后浇带内接缝钢筋绑扎;步骤九:螺栓吊模装置进行安装,调整螺栓位置进行紧固;步骤十:后浇带混凝土进行浇筑;步骤十一:模版与斜向上支撑拆除;拆卸和组装方便,支撑结构体系承载力高。
Construction method of post-cast strip roof support-free formwork system
The invention discloses a post-cast strip roof support-free formwork system construction method, and relates to the technical field of house buildings. The method comprises the following steps: 1, pre-burying lower draw hooks into concrete beams on two sides of a post-cast strip; secondly, a bottom formwork, a bolt sleeve, a laminated slab truss, a bolt and a rigid supporting plate enter the site; thirdly, a laminated slab truss is laid in the length direction of the post-cast strip; fourthly, steel bars on the two side plates of the post-cast strip are bound; 5, pouring of the laminated slab trusses on the two sides of the post-cast strip and concrete; sixthly, welding tie bars to be connected with the upper drag hook and the lower drag hook; seventhly, after the concrete slabs on the two sides of the post-cast strip meet the formwork removal requirement, the bottom formwork is removed; eighthly, post-cast strip inner joint steel bars are bound; ninthly, a bolt formwork hanging device is installed, and the positions of bolts are adjusted for fastening; tenthly, post-cast strip concrete is poured; eleventhly, the formwork and the inclined upward support are dismantled; disassembly and assembly are convenient, and the bearing capacity of the supporting structure system is high.
本发明公开了一种后浇带顶板免支撑模板体系施工方法,涉及房屋建筑技术领域,本发明包括以下步骤;步骤一:预埋下拉钩至后浇带两侧混凝土梁内;步骤二:底模版、螺栓套筒、叠合板桁架、螺栓、刚性支撑板进场;步骤三:后浇带长度方向铺设叠合板桁架;步骤四:后浇带两侧板钢筋绑扎;步骤五:后浇带两侧叠合板桁架及混凝土浇筑;步骤六:焊接拉结筋与上、下拉钩进行连接;步骤七:后浇带两侧混凝土板达到拆模要求后,底模版拆除;步骤八:后浇带内接缝钢筋绑扎;步骤九:螺栓吊模装置进行安装,调整螺栓位置进行紧固;步骤十:后浇带混凝土进行浇筑;步骤十一:模版与斜向上支撑拆除;拆卸和组装方便,支撑结构体系承载力高。
Construction method of post-cast strip roof support-free formwork system
一种后浇带顶板免支撑模板体系施工方法
WANG QINGTAO (Autor:in) / LI WEN (Autor:in) / LI JIAN (Autor:in) / CHEN HE (Autor:in) / ZHANG CHI (Autor:in) / JIN GUOLIANG (Autor:in)
15.11.2024
Patent
Elektronische Ressource
Chinesisch
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