Rod penetrating type lifting scaffold

Abstract

The invention discloses a rod penetrating type lifting scaffold, and relates to the technical field of architectural engineering construction. H-shaped steel (1-1) and channel steel (1-2) are perpendicularly arranged, a reinforcing rib (1-3) is arranged between the H-shaped steel (1-1) and the channel steel (1-2), and a hard wooden wedge (9) is arranged at the upper gap of the H-shaped steel (1-1) and an embedded U-shaped piece (5). Reinforcing plates (4-5) are arranged between cross bars (4-4), an inner vertical rod (4-1) penetrates into a hole of the channel steel (1-2), and dowels (7) are inserted into limiting fixing holes (1-5) to be fixed. Each dowel (7) is provided with two location holes (7-1), location pins (8) are arranged in the two location holes (7-1) respectively, and the inner vertical rod (4-1) is arranged between the two location holes (7-1). The number of consumed steel tubes is small, the investment is saved, the cost is lowered, the lifting scaffold not only can be used for body construction but also can be used for decoration construction, electricity resources are saved, and convenience and practicability are achieved.

Description

Technical field: [0001] The invention relates to the technical field of construction engineering, in particular to a rod-through lifting scaffold. Background technique: [0002] At present, the scaffolding used in the construction of high-rise buildings includes floor-standing, section steel cantilevered, and fully automatic attachment. Among them, the floor-to-ceiling scaffold consumes a lot of steel pipes and a lot of labor. When the number of floors of the building is less than 10 floors, a single pole can be used. , when it is more than 10 floors, double poles must be used, otherwise the safety is not enough. The section steel cantilever scaffold must have a large amount of section steel, which requires a large investment at one time. The attached integral fully automatic scaffold has strict requirements and must be contracted by a specialized company. Expenses are expensive, and there is no scaffolding that can solve the above problems at the same time. [0003] Backgr...

AI Technical Summary

Problems solved by technology

[0002] At present, the scaffolds used in the construction of high-rise buildings include floor-standing, section steel cantilevered, and fully automatic attachment. Among them, the floor-to-ceiling scaffold consumes a lot of steel pipes and a lot of labor. When the number of floors of the building is less than 10 floors, a single pole can be used. , when it is more than 10 floors, double poles must be used, otherwise the safety is not enough, a large amount of steel must be prepared for the section steel cantilevered scaffolding, and the one-time investment is relatively large. The attached integral fully automatic scaffold has strict requirements and must be contracted by a specialized company Expensive, there is no scaffolding that can solve the above problems at the same time

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