Large-span prestressed dome structure and manufacturing method thereof

A prestressed, long-span technology, applied to roofs, building components, building structures, etc., can solve the problems of large supporting structures, threats to life and property safety, inconvenient construction, etc., to improve earthquake resistance and stability And safety, the effect of prolonging the service life

Active Publication Date: 2016-04-06
BEIJING URBAN CONSTR GROUP +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] In the manufacturing process of steel structure buildings, it is generally necessary to have a roof. Due to the particularity of its structure, in order to ensure its normal construction and construction safety, it is basically supported by using more temporary support columns. The entire roof is supported, and too many temporary supports are used, which is inconvenient for construction. At the same time, most of the roof is completely supported by the supporting columns and supporting frames below during the use process, so that the support of the entire supporting structure If there is any problem in the supporting structure, the roof will be greatly affected, and it will even threaten the safety of people's lives and property. Therefore, the roof of the existing steel structure building still needs to be improved.

Method used

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  • Large-span prestressed dome structure and manufacturing method thereof
  • Large-span prestressed dome structure and manufacturing method thereof
  • Large-span prestressed dome structure and manufacturing method thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0032] Such as figure 1 The shown large-span prestressed dome structure includes: ring steel beam 1, inner ring steel beam 2, conical node 3, "Γ" type member 4 and connecting rod 5, wherein the ring steel beam 1 is spliced ​​by curved steel beams, and the inner ring steel beam 2 is composed of an upper steel beam 21 and a lower steel beam 22.

[0033] The connections of the above structures are as follows:

[0034] The ring-shaped steel beam 1 is arranged above the temporary support column, the inner ring steel beam 2 is arranged on the inner side of the ring-shaped steel beam 1, and the tapered node 3 is arranged in the middle of the inner ring steel beam 2, so The above-mentioned "Γ"-shaped member 4 is arranged on the outer side of the ring steel beam 1, and is arranged opposite to the inner ring steel beam 2, and the described connecting rod 5 is arranged between the two "Γ"-shaped members 4, and the two arcs An air docking port and a ground assembly docking port are prov...

Embodiment 2

[0039] In the manufacturing method of a long-span prestressed dome structure described in this embodiment, the dome structure is the same as the dome structure in Embodiment 1.

[0040] Such as figure 1 The shown large-span prestressed dome structure includes: ring steel beam 1, inner ring steel beam 2, conical node 3, "Γ" type member 4 and connecting rod 5, wherein the ring steel beam 1 is spliced ​​by curved steel beams, and the inner ring steel beam 2 is composed of an upper steel beam 21 and a lower steel beam 22.

[0041] The connections of the above structures are as follows:

[0042]The ring-shaped steel beam 1 is set above the temporary support column, the inner ring steel beam 2 is set on the inner side of the ring-shaped steel beam 1, the tapered node 3 is set in the middle of the tapered node 3, and the The "Γ"-shaped member 4 is set on the outer side of the ring steel beam 1, and is set opposite to the inner ring steel beam 2. The connecting rod 5 is set between ...

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PUM

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Abstract

The invention discloses a large-span prestressed dome structure which comprises annular steel beams, inner ring steel beams, conical joints, L-shaped components and connection rods. The annular steel beams are arranged above temporary supporting columns, the inner ring steel beams are arranged on the inner sides of the annular steel beams, the conical joints are arranged in the middle of the inner ring steel beams, the L-shaped components are arranged on the outer sides of the annular steel beams and arranged opposite to the inner ring steel beams, and each connection rod is arranged between two L-shaped components. By designing the inner ring steel beams and the L-shaped components, span of a dome is increased greatly; two ends of radial steel beams and high riggings in the inner ring steel beams are fixed on the conical joints and arc-shaped steel beams in the annular steel beams respectively, so that prestress of the whole dome is increased greatly, aseismicity of the dome is improved, requirements on load bearing capacity of a supporting structure are lowered, and stability and safety of the whole steel structure are improved effectively.

Description

technical field [0001] The invention relates to a steel structure, in particular to a large-span prestressed dome structure. Background technique [0002] Steel structure building is a new type of building system, which involves the industry boundaries between real estate, construction, and metallurgy, and integrates into a new industrial system. This is the steel structure building system that people in the industry are generally optimistic about. Compared with traditional concrete buildings, steel structure buildings use steel plates or section steel instead of reinforced concrete, which has higher strength and better seismic resistance, and because the components can be manufactured in a factory and installed on site, the construction period is greatly shortened. Formally because of its many characteristics, it is gradually favored by many enterprises. [0003] In the manufacturing process of steel structure buildings, it is generally necessary to have a roof. Due to the...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/342E04B7/00E04B1/98E04G21/00
Inventor 吴继华甘国军罗岗张学生胡海国杨雪琴王依娜王念念张伟任鹏杭峰
Owner BEIJING URBAN CONSTR GROUP
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