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A platform for research: civil engineering, architecture and urbanism
Prefabricated high-strength fiber cement formwork superimposed shear wall
The invention relates to the technical field of fabricated buildings, in particular to a prefabricated high-strength fiber cement formwork superimposed shear wall. The prefabricated high-strength fiber cement formwork superimposed shear wall comprises triangular steel bar trusses, a plurality of triangular steel bar trusses are transversely arranged at equal intervals, each triangular steel bar truss comprises a snakelike connecting bar, a rear longitudinal bar, a front longitudinal bar and a transverse transverse bar, each snakelike connecting bar is formed by continuously arranging a lying-connecting part with the outer side of the front end in a small V shape and a supporting part with the rear end in a large V shape in a staggered mode, the two snakelike connecting bars are symmetrically arranged left and right along the rear longitudinal bars, the multiple of supporting part corners of the snakelike connecting bars are fixedly connected to the rear longitudinal bars, and the front longitudinal bars are fixedly connected to the rear end faces of the lying-connecting parts and the supporting part corner positions. The prefabricated high-strength fiber cement formwork superimposed shear wall is convenient to manufacture, low in cost, small in construction difficulty, convenient to assemble and good in assembly stability.
本发明涉及装配式建筑技术领域，具体涉及一种预制高强纤维水泥模壳叠合剪力墙，包括三角钢筋桁架，所述三角钢筋桁架横向等间距设置有若干组，所述三角钢筋桁架包含蛇形连接筋、后部纵筋、前部纵筋和横向横筋，所述蛇形连接筋由前端外侧呈小V形设置的趴接部和后端呈大V形设置的支撑部连续交错设置而成，所述蛇形连接筋沿后部纵筋左右对称设置有两组，且所述蛇形连接筋的若干组支撑部转角固定连接在后部纵筋上，所述前部纵筋固定连接在趴接部与支撑部转角处后端面，本发明提供了一种方便制造成本低、施工难度小同时便于组装且组装稳定性好的预制高强纤维水泥模壳叠合剪力墙。
Prefabricated high-strength fiber cement formwork superimposed shear wall
The invention relates to the technical field of fabricated buildings, in particular to a prefabricated high-strength fiber cement formwork superimposed shear wall. The prefabricated high-strength fiber cement formwork superimposed shear wall comprises triangular steel bar trusses, a plurality of triangular steel bar trusses are transversely arranged at equal intervals, each triangular steel bar truss comprises a snakelike connecting bar, a rear longitudinal bar, a front longitudinal bar and a transverse transverse bar, each snakelike connecting bar is formed by continuously arranging a lying-connecting part with the outer side of the front end in a small V shape and a supporting part with the rear end in a large V shape in a staggered mode, the two snakelike connecting bars are symmetrically arranged left and right along the rear longitudinal bars, the multiple of supporting part corners of the snakelike connecting bars are fixedly connected to the rear longitudinal bars, and the front longitudinal bars are fixedly connected to the rear end faces of the lying-connecting parts and the supporting part corner positions. The prefabricated high-strength fiber cement formwork superimposed shear wall is convenient to manufacture, low in cost, small in construction difficulty, convenient to assemble and good in assembly stability.
本发明涉及装配式建筑技术领域，具体涉及一种预制高强纤维水泥模壳叠合剪力墙，包括三角钢筋桁架，所述三角钢筋桁架横向等间距设置有若干组，所述三角钢筋桁架包含蛇形连接筋、后部纵筋、前部纵筋和横向横筋，所述蛇形连接筋由前端外侧呈小V形设置的趴接部和后端呈大V形设置的支撑部连续交错设置而成，所述蛇形连接筋沿后部纵筋左右对称设置有两组，且所述蛇形连接筋的若干组支撑部转角固定连接在后部纵筋上，所述前部纵筋固定连接在趴接部与支撑部转角处后端面，本发明提供了一种方便制造成本低、施工难度小同时便于组装且组装稳定性好的预制高强纤维水泥模壳叠合剪力墙。
Prefabricated high-strength fiber cement formwork superimposed shear wall
一种预制高强纤维水泥模壳叠合剪力墙
MA HONG (author) / XING JIANTAO (author) / LI YANKUAN (author) / YANG BIN (author) / QIN HAO (author)
2021-12-03
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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