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Steel bar truss floor support plate hoisting tool and method
The invention discloses a steel bar truss floor support plate hoisting tool and method.The steel bar truss floor support plate hoisting tool comprises two bottom layer supporting beams which transversely penetrate through a bottom layer steel bar truss of a steel bar truss floor support plate and are arranged in a dispersed mode, and two top layer supporting beams which transversely penetrate through a top layer steel bar truss of the steel bar truss floor support plate and are arranged in a dispersed mode; the two bottom-layer supporting beams and the two top-layer supporting beams form a transverse rectangular frame; the two vertical components are vertically arranged at the two ends of each group of the top-layer joists and the bottom-layer joists in a penetrating mode, the top-layer joists and the bottom-layer joists are aligned up and down, the vertical components are located on the two sides of the steel bar truss floor support plate in the width direction, the four vertical components form a longitudinal rectangular frame, and a hanging ring is arranged on each vertical component. The quality problems of edge warping, damage and the like of the upper and lower steel plates of the steel bar truss floor support plate due to the fact that the upper and lower steel plates are stressed by traditional steel wire ropes and bandages are solved.
本发明公开一种钢筋桁架楼承板吊装工装及方法,该钢筋桁架楼承板吊装工装,包括横向贯穿在钢筋桁架楼承板的底层钢筋桁架内分散设置的两根底层托梁,横向贯穿在钢筋桁架楼承板的顶层钢筋桁架内分散设置的两根顶层托梁,两根所述底层托梁和两根所述顶层托梁构成横向矩形框架;还包括竖向贯穿设置在每组上下对齐的顶层托梁和底层托梁两端的两根竖向构件,所述竖向构件位于钢筋桁架楼承板的宽度方向的两侧,四根所述竖向构件构成纵向矩形框架,每根所述竖向构件上设置有吊环。本发明避免了传统钢丝绳、绑带对上下钢板受力导致钢筋桁架楼承板的上下钢板产生翘边、破损等质量问题。
Steel bar truss floor support plate hoisting tool and method
The invention discloses a steel bar truss floor support plate hoisting tool and method.The steel bar truss floor support plate hoisting tool comprises two bottom layer supporting beams which transversely penetrate through a bottom layer steel bar truss of a steel bar truss floor support plate and are arranged in a dispersed mode, and two top layer supporting beams which transversely penetrate through a top layer steel bar truss of the steel bar truss floor support plate and are arranged in a dispersed mode; the two bottom-layer supporting beams and the two top-layer supporting beams form a transverse rectangular frame; the two vertical components are vertically arranged at the two ends of each group of the top-layer joists and the bottom-layer joists in a penetrating mode, the top-layer joists and the bottom-layer joists are aligned up and down, the vertical components are located on the two sides of the steel bar truss floor support plate in the width direction, the four vertical components form a longitudinal rectangular frame, and a hanging ring is arranged on each vertical component. The quality problems of edge warping, damage and the like of the upper and lower steel plates of the steel bar truss floor support plate due to the fact that the upper and lower steel plates are stressed by traditional steel wire ropes and bandages are solved.
本发明公开一种钢筋桁架楼承板吊装工装及方法,该钢筋桁架楼承板吊装工装,包括横向贯穿在钢筋桁架楼承板的底层钢筋桁架内分散设置的两根底层托梁,横向贯穿在钢筋桁架楼承板的顶层钢筋桁架内分散设置的两根顶层托梁,两根所述底层托梁和两根所述顶层托梁构成横向矩形框架;还包括竖向贯穿设置在每组上下对齐的顶层托梁和底层托梁两端的两根竖向构件,所述竖向构件位于钢筋桁架楼承板的宽度方向的两侧,四根所述竖向构件构成纵向矩形框架,每根所述竖向构件上设置有吊环。本发明避免了传统钢丝绳、绑带对上下钢板受力导致钢筋桁架楼承板的上下钢板产生翘边、破损等质量问题。
Steel bar truss floor support plate hoisting tool and method
一种钢筋桁架楼承板吊装工装及方法
LU KAI (author) / WANG TIANMING (author) / SHI CAOFENG (author) / XU YING (author)
2024-01-16
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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