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Hangar steel truss structure lifting system and modeling analysis method

A steel grid and hangar technology, applied in the direction of instruments, electrical digital data processing, geometric CAD, etc., can solve the problems of bending deformation of rods, easy occurrence of grids, engineering accidents, etc., to reduce cost increase and avoid rods Effects of adjustments or reinforcements, safety and reliability guarantees

Active Publication Date: 2020-02-07
BEIJING NO 3 CONSTR ENG
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  • Abstract
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  • Application Information

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Problems solved by technology

[0003] The purpose of the present invention is to provide a hoisting system and modeling analysis method for the steel grid structure of the hangar, to solve the problem that the steel grid structure of the hangar will bend and deform the rods during the hoisting process, the grid will easily overturn and cause engineering accidents technical issues

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  • Hangar steel truss structure lifting system and modeling analysis method
  • Hangar steel truss structure lifting system and modeling analysis method
  • Hangar steel truss structure lifting system and modeling analysis method

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Embodiment Construction

[0041] Such as Figure 1-9 As shown, the lifting system of this hangar steel grid structure is used to lift the hangar steel grid structure 1 to be constructed; it includes a door head support frame 2 and a hall support frame 3; the door head support frame 2 There are two, respectively arranged in the hangar 4 at the left and right sides of the hangar door, and the distance between the door head support frame 2 and the longitudinal side of the corresponding side of the hangar 4 is 8m ~ 12m, the door head The distance between the support frame 2 and the front side of the hangar 4 is 4m to 5m; the top of the door support frame 2 is provided with a first lifting device; The left sideline, rear sideline and right sideline are arranged at intervals, and the distance between adjacent hall support frames 3 is 25m-35m; The support frames 2 are vertically aligned, and the hall support frames 3 on the left and right sides are arranged in one-to-one correspondence; the hall support fram...

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Abstract

The invention discloses a hangar steel truss structure lifting system and a modeling analysis method. The hangar steel truss structure lifting system comprises two door head supporting frames and a hall supporting frame. The door head supporting frames are located on the left side and the right side of the hangar door, the distance between the door head supporting frames and the longitudinal sideface of the corresponding side of the hangar ranges from 8 m to 12 m, and the distance between the door head supporting frames and the front side face of the hangar ranges from 4 m to 5 m. A first lifting device is arranged at the top of the door head supporting frame; one group of hall support frames are arranged along the left side line, the rear side line and the right side line of the hangar at intervals; hall supporting frames located on the left side and the right side of the hangar are longitudinally aligned with the two door head supporting frames correspondingly, and the hall supporting frames on the left side and the right side are arranged in a one-to-one correspondence mode; the hall supporting frames arranged along the rear side line of the hangar are arranged in an arc shape.And a second lifting device is arranged at the top of the door head supporting frame. The technical problems that in the lifting process of a hangar steel net rack structure, rod pieces are bent anddeformed, a net rack is prone to overturning, and engineering accidents are caused are solved.

Description

technical field [0001] The invention belongs to the field of building engineering construction, and in particular relates to a hoisting system and a modeling analysis method for a hangar steel grid structure. Background technique [0002] The hangar and annex building in the north area of ​​the first phase of the maintenance and special vehicle maintenance area of ​​a project adopt a steel structure grid roof, which adopts the construction method of ground assembly and one-time overall lifting. Due to the large span of the hangar steel grid and uneven structural stress, during the construction and unloading of the entire steel grid, local components may generate large stress and strain, and the compression bars are overstressed, resulting in insufficient stability. The overstress of the rods generally occurs at the lifting point or adjacent to it. Once the steel structure grid has overstress, the rods will be bent and deformed, and the grid will overturn in the severe case, ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G06F30/13G06F30/23G06F119/14
Inventor 齐翰王南韩瑞京胡高永郏存金王茂同
Owner BEIJING NO 3 CONSTR ENG
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