Tools and methods for dismantling the support system of indoor ultra-high assembled steel structure
A supporting system and assembled technology, which is applied in the direction of track system, transportation and packaging, building construction, etc., can solve the problems of inability to use large-scale mechanical lifting equipment and limited operating space, and achieve the effect of efficient dismantling and lifting
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Publication Date
- 2015-08-05
Smart Images
Figure 1 Figure 2 Figure 3
Abstract
Description
technical field
[0001] The invention relates to the technical field of building installation and demolition, in particular to a tool and method for effectively hoisting and dismantling non-standard components of an indoor ultra-high and large-scale assembled steel structure. Background technique
[0002] With the continuous development of industry and construction, there are more and more tall and large space concrete structure projects, especially in large-scale national defense special projects, and this structure has the characteristics of high rigidity and high seismic performance. These ultra-high and large-space reinforced concrete structures have large cross-sections and heavy weights, and the conventional steel pipe formwork support frame cannot meet the construction needs. Therefore, this large-scale assembled steel structure support of "tower column + Bailey frame composite beam" is adopted. system, which is a necessary means to satisfy the construction; after the ...
Examples
Embodiment Construction
[0032] In order to facilitate the understanding of the structure of the present invention, the following description will be made in conjunction with the accompanying drawings and embodiments.
[0033] combine Figure 1 to Figure 4 As shown, a demolition tool for an indoor ultra-high and large-scale assembled steel structure formwork support system of the present invention includes a first demolition unit 1 and a second demolition unit 2 arranged at intervals between the roof top plate and the bottom of the beam, and the first demolition unit 1 includes a non-standard electric hoist 11 and a pre-embedded rigid rail 12, the rigid rail 12 is formed by welding the I-beam 121 and the pre-embedded plate 122, and the non-standard electric hoist 11 is slid on the rigid rail 12, the second removal unit 2 Including hoist 21 and flexible track 22, the flexible track 22 is formed by tying the steel wire rope 221 and the manual hoist 222, the flexibility of the steel wire rope 221 is adju...