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Reinforcement method for key members of space structure

A space structure and bar technology, which is applied in building components, building structures, building maintenance, etc., can solve problems such as adverse effects of structures, and achieve the effects of easy control of machining accuracy, shortened construction period, and simple and effective reinforcement methods

Active Publication Date: 2017-07-04
CENT RES INST OF BUILDING & CONSTR CO LTD MCC GRP +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] 1. Weld steel plate or angle steel directly on the rod, welding residual stress will be generated on the rod, which will have an adverse effect on the structure;

Method used

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  • Reinforcement method for key members of space structure
  • Reinforcement method for key members of space structure
  • Reinforcement method for key members of space structure

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0035] Such as Figure 1-8 Shown: the reinforcing method of a kind of space structure key member of the present invention comprises the following steps:

[0036] (1), add two or four longitudinal stiffeners 2 respectively on the connecting hinge 4 at both ends of the rod 1 to be reinforced, the stiffeners 2 are evenly distributed on the circumference of the rod 1, one end of the stiffener 2 is connected to the connecting hinge 4 Consolidation, and the stiffener 2 is welded in the axial direction of the rod 1 along its length, and the length of the stiffener 2 is 1 / 20 to 1 / 10 of the length of the rod 1;

[0037] (2), the outer side between the stiffeners 2 at both ends of the bar 1 is equipped with a square restraint part, the inner side of the square restraint part is close to the circumference of the bar 1, and the stiffener 2 is located at the top corner of the square restraint part and outside the bar 1 In the gap formed by the circumference, the square constrained compone...

Embodiment 2

[0039] Such as Figure 9 Shown: This embodiment is basically the same as Embodiment 1, and the same parts will not be described again. The difference is that the square constraint component is composed of two horizontal steel plates 4-3 and two vertical steel plates 4-4. When assembling, the two The horizontal steel plates 4-3 are placed opposite to each other, and the two vertical steel plates 4-4 are placed opposite to each other. The two horizontal steel plates 4-3 and the two vertical steel plates 4-4 are welded to form a square constraint component. The constraint component 3 is composed of two steel plates 4-3 A square steel pipe consolidated with two steel plates 4‐4.

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PUM

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Abstract

The invention provides a space structure key rod piece reinforcing method. According to the space structure key rod piece reinforcing method, firstly, joints (4) at the two ends of a rod piece (1) to be reinforced are each additionally provided with two or four longitudinal stiffening ribs (2); the stiffening ribs (2) are evenly distributed on the circumference of the rod piece (1); one end of each stiffening rib (2) is fixedly connected with the corresponding joint (4); the stiffening ribs (2) are welded to the rod piece (1) in the axial direction along the length of the stiffening ribs (2), and the length of the stiffening ribs (2) is 1 / 20-1 / 10 that of the rod piece (1); then, the outer sides between the stiffening ribs (2) at the two ends of the rod piece (1) are provided with square restraining components, the inner sides of the square restraining components are attached to the circumference of the rod piece (1), the stiffening ribs (2) are located in gaps formed by vertex angles of the square restraining components and the outer circumference of the rod piece (1), and the length of the square restraining components is smaller than that of the longitudinal rod piece (1) to be reinforced. By means of the method, collapse and damage, caused by rod piece instability under strong wind or strong shock, of a large-span space structure can be effectively prevented.

Description

technical field [0001] The invention belongs to the field of civil engineering, and in particular relates to a method for reinforcing key rods of a space structure to prevent the overall instability of the rods from causing the collapse of the space structure. Background technique [0002] The large-span space structure is currently the fastest-growing structure type, and the development status of its core space structure technology is one of the important symbols representing a country's architectural technology level. [0003] If the damage to the space structure caused by unqualified construction quality is ignored, then when the span of the space structure is small, the failure mode of the structure is mainly the strength failure caused by the sudden failure of the rods at the support; The failure is usually due to the instability failure caused by the instability of the key members. Taking the grid structure as an example, its key members generally refer to some upper ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04G23/02E04B1/98
Inventor 许庆曾滨王春林其他发明人请求不公开姓名
Owner CENT RES INST OF BUILDING & CONSTR CO LTD MCC GRP
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