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Sliding Installation and Positioning Construction Method of Long-span Steel Beam

A technology of installation positioning and construction method, which is applied in the processing of building materials, construction, building structure, etc., can solve the problems of short single-step sliding stroke, large workload, low efficiency, etc., and achieve long sliding stroke, The effect of reducing difficulty and continuous construction work

Active Publication Date: 2016-08-17
CHINA CONSTR EIGHT ENG DIV CORP LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The traditional sliding method mostly uses cluster jacks to be applied to both ends of the beam body, and multi-point synchronous pushing and sliding has defects such as high difficulty, large workload for synchronization control, short single-step sliding stroke, and low efficiency.

Method used

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  • Sliding Installation and Positioning Construction Method of Long-span Steel Beam
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  • Sliding Installation and Positioning Construction Method of Long-span Steel Beam

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Embodiment Construction

[0052] In order to make the object, technical solution and advantages of the present invention clearer, the present invention will be further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described here are only used to explain the present invention, not to limit the present invention.

[0053] see Figure 1 ~ Figure 3 , figure 1 It is a flow chart of the sliding installation and positioning construction method of large-span steel beams of the present invention, figure 2 It is the construction plan of the sliding installation and positioning construction method of the large-span steel beam of the present invention, image 3 for figure 2 Sectional view of plane A-A in the middle. Cooperate with reference Figure 1 ~ Figure 3As shown, the sliding installation and positioning construction method of the large-span steel beam of the present invention includes:

[0054] Step S1...

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Abstract

The invention provides a slippage installing and positioning construction method for a large-span shaped steel beam. The method includes the step that the two sides of the shaped steel beam are each provided with a slippage rail; the diameters of needed rail ribs for slippage of the shaped steel beam are calculated, and the corresponding rail ribs are arranged on the slippage rails according to the calculation result; a cushion plate used for bearing the shaped steel beam is arranged in each slippage rail and above the corresponding rail rib; the shaped steel beam arranged on the cushion plates is arranged on the two slippage rails in a striding mode; a winch used for driving the shaped steel beam to slip is arranged, the diameters of needed steel wire ropes of the winch are calculated, and the corresponding steel wire ropes are tensioned on the cushion plates along the slippage rails according to the calculation result; according to positioning points where the shaped steel beam is to be installed, the shaped steel beam is slipped in place through the winch. A slippage system composed of the rail ribs and the winch is adopted for performing slippage installing and positioning on the shaped steel beam, the advantage that labor is saved is achieved, construction difficulty is reduced, the shaped steel beam can be slipped in place in short time, then the beam falls to a fixed position, construction speed is high, and the slippage travel is long.

Description

technical field [0001] The invention relates to the technical field of building construction, in particular to a construction method for sliding installation and positioning of large-span steel beams. Background technique [0002] At present, my country's theaters, cultural centers, and stadiums and other buildings all adopt long-span space structures with different shapes. In order to achieve sufficient weight for the floor structure, the required horizontal main girders need to use large-section steel girders to improve their overall performance. The spanning ability and carrying level. The traditional sliding method mostly adopts cluster jacks to be applied to both ends of the beam body, and multi-point synchronous pushing and sliding has the defects of high difficulty, large amount of synchronization control input, short single-step sliding stroke, and low efficiency. Contents of the invention [0003] In view of the above problems, the present invention provides a con...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04G21/16
Inventor 马明磊窦市鹏吕三权冯辉黄海王洪浩张博玮汪贵临章群刘骏杰尹福成王建姚鲁朱庆涛
Owner CHINA CONSTR EIGHT ENG DIV CORP LTD