Vertical construction method and apparatus for architectural reinforcing bar groups

A construction method and a technology of building steel bars, which are applied in the direction of buildings, building components, building reinforcements, etc., can solve problems such as waste of time and construction period, waste of manpower, water penetration, and shortcomings of electrical pipeline construction

Inactive Publication Date: 2003-05-14
李国安
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] Although the above-mentioned existing method of setting up wall bars can be roughly and originally used as a frame, it has many inconveniences. For example, wall bars, water and electricity pipelines, etc. can be erected on it after the floor slab is solidified, It is necessary to wait for the erection to be completed before grouting, and the erection and arrangement of the vertical and horizontal steel bars must be manually lifted and erected one by one, which is a waste of manpower, time and construction period. There is no standardization in the erection and arrangement of the ribs, because there is no predetermined

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  • Vertical construction method and apparatus for architectural reinforcing bar groups
  • Vertical construction method and apparatus for architectural reinforcing bar groups
  • Vertical construction method and apparatus for architectural reinforcing bar groups

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[0027] Such as figure 1 , Figure 2 and image 3 As shown, in the construction method of building steel reinforcement of the present invention, in this embodiment, the setting of wall reinforcement is taken as an example. The reinforcement can be set up offline in advance in the open space next to the building floor, and the erected reinforcement can be lifted. Moved to the location of the floor slab on the building floor, and the building steel reinforcement installation device includes a lower fixing seat 1, a number of lower positioning blocks 2, a main frame 3, an upper fixing seat 4, a number of upper positioning blocks 5, and a number of steel bars 6. A number of clamping components 7 and a number of horizontal rib placement frames 8.

[0028] See Figure 4 , Figure 5 As shown, the lower fixing seat 1 is marked and fixed in a predetermined open space next to the building to simulate the lofting line at the wall on the entire floor, and the lower fixing seat 1 is fixed in th...

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Abstract

A reinforcing bars binding method for building includes fixing a bottom seat at analog position, putting main frames around the bottom seat, fixing a top seat to bottom of main frame, arranging a number of vertical bars between top and bottom seats, binding the vertical bars to top seat, arranging a number of transverse bars on their seat, standing up the seat of transvers bars, binding transverse bars to vertical bars, detaching the seat of transverse bars from the wall bar network composed of vertical and transverse bars and lifting up the main frame to story floor for standing up the wall bar network on the story floor.

Description

(1) Technical field [0001] The invention relates to a construction method for setting up building steel bars, in particular to an off-line and resettable operation, which uses special jigs to make the straight and horizontal bars neatly and quickly arranged and positioned, so as to facilitate construction, save manpower and shorten the construction period Construction methods for building reinforcement set up. (2) Background technology [0002] The existing technology of using timber formwork and nail frames for grouting to construct concrete buildings has been gradually replaced by modular steel formwork construction methods. Because of its better construction quality and efficiency, it is widely used in large-scale construction. In engineering, machines and tools can be used for rapid construction, and better results can be obtained in terms of quality, manpower, and material resources. [0003] Due to the different building designs and the application of various construc...

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Application Information

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IPC IPC(8): E04BE04B1/04E04B1/20E04B1/35E04C5/00
Inventor 李国安
Owner 李国安
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