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A platform for research: civil engineering, architecture and urbanism
Assembling structure of steel bar truss floor deck
The invention relates to an assembling structure of a steel bar truss floor deck. The assembling structure comprises a bottom formwork and at least two steel bar trusses which are assembled on the bottom formwork through fasteners; the bottom formwork is provided with two splicing ends arranged in the length direction of the steel bar trusses; and at least one of the steel bar trusses gets close to the splicing ends, and the fasteners for connecting the steel bar truss close to the splicing ends partially stretch out of the bottom formwork. According to the assembling structure, splicing seamsbetween two bottom formworks can be decreased, moreover, the acting force of poured concrete to the splicing ends of the bottom formwork is scattered, accordingly, dislocation of the splicing seams of the splicing ends of the bottom formwork is reduced, and a floor formed through pouring is flat.
本发明涉及一种钢筋桁架楼承板的装配结构，其包括底模板、以及至少两通过扣件装配在底模板上的钢筋桁架，所述底模板上设有两顺向钢筋桁架长度方向设置的拼接端；至少一所述钢筋桁架靠近拼接端设置，且连接该靠近拼接端设置的钢筋桁架的扣件部分伸设在底模板外。本发明可以减少两底模板之间的拼接缝，且分散浇筑的混泥土对底模板拼接端的作用力，从而减少底模板拼接端的拼接缝错位问题，使得浇筑成型的楼平整。
Assembling structure of steel bar truss floor deck
The invention relates to an assembling structure of a steel bar truss floor deck. The assembling structure comprises a bottom formwork and at least two steel bar trusses which are assembled on the bottom formwork through fasteners; the bottom formwork is provided with two splicing ends arranged in the length direction of the steel bar trusses; and at least one of the steel bar trusses gets close to the splicing ends, and the fasteners for connecting the steel bar truss close to the splicing ends partially stretch out of the bottom formwork. According to the assembling structure, splicing seamsbetween two bottom formworks can be decreased, moreover, the acting force of poured concrete to the splicing ends of the bottom formwork is scattered, accordingly, dislocation of the splicing seams of the splicing ends of the bottom formwork is reduced, and a floor formed through pouring is flat.
本发明涉及一种钢筋桁架楼承板的装配结构，其包括底模板、以及至少两通过扣件装配在底模板上的钢筋桁架，所述底模板上设有两顺向钢筋桁架长度方向设置的拼接端；至少一所述钢筋桁架靠近拼接端设置，且连接该靠近拼接端设置的钢筋桁架的扣件部分伸设在底模板外。本发明可以减少两底模板之间的拼接缝，且分散浇筑的混泥土对底模板拼接端的作用力，从而减少底模板拼接端的拼接缝错位问题，使得浇筑成型的楼平整。
Assembling structure of steel bar truss floor deck
一种钢筋桁架楼承板的装配结构
LI SHUANGTUO (author) / LIU JIAN (author) / LYU KAITAO (author) / LIU YANGTAO (author) / GONG ZIXIANG (author)
2020-05-12
Patent
Electronic Resource
Chinese
Combined steel bar-truss floor deck and assembly method thereof
| European Patent Office | 2020