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Truss structure of triangle-section concrete-filled steel tube

A technology of steel tube concrete and truss structures, which is applied in the direction of load-bearing elongated structural components, structural elements, building components, etc., which can solve the problems of complex weld stress, difficulty in ensuring connection quality, and difficult construction, and achieve quality Guaranteed, clear stress and convenient construction

Inactive Publication Date: 2014-08-06
FUJIAN UNIV OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the steel pipes are mainly circular cross-section steel pipes, and the connecting webs are steel pipes, which will make the construction of the intersecting line with the CFST chord more difficult, the stress of the weld seam is complicated, and the connection quality is difficult to guarantee

Method used

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  • Truss structure of triangle-section concrete-filled steel tube
  • Truss structure of triangle-section concrete-filled steel tube

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Embodiment Construction

[0015] like figure 1 and figure 2 As shown, the triangular-section concrete-filled steel pipe truss structure of the present invention includes three chords 1 and a plurality of webs 2, the three chords 1 are distributed in a triangle and are connected by the plurality of webs 2 to form a three-dimensional space structure, The chord 1 includes a steel pipe 11 and concrete 12, the cross section of the steel pipe 11 is triangular, the concrete 12 is filled inside the steel pipe 11, and the web 2 is a steel web. The steel pipe 11 is made of ordinary carbon steel, stainless steel or refractory steel; the concrete 12 is ordinary concrete, high-strength concrete, high-performance concrete, recycled aggregate concrete or lightweight aggregate concrete; the web 2 is steel plate.

[0016] The ratio of the outer length of the steel pipe 11 to the wall thickness of the pipe is greater than 20, so thin-walled steel pipes can be used to reduce material costs.

[0017] The cross-section ...

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Abstract

The invention provides a truss structure of a triangle-section concrete-filled steel tube. The truss structure comprises three chord members and plural web members, wherein the three chord members are distributed in a triangle shape and form a three-dimensional space structure by connecting the plural web members; the chord members comprise steel tubes and concrete; the sections of the steel tubes are in the triangle shape; the steel tubes are filled with the concrete; the web members are steel-plate-shaped web members. In the truss structure, the three chord members are distributed in the triangle shape and are steel tubes with the triangular sections, so that the flexural rigidity is high, further, the chord members are filled with the concrete, and the concrete is limited by the steel tubes, so that the bearing capacity, the plasticity and the toughness of components are improved; the web members are directly welded on the steel tubes with the triangular sections, so that gusset plates can be omitted, and the connection is very convenient.

Description

【Technical field】 [0001] The invention relates to the field of civil engineering, in particular to a steel pipe concrete truss structure with a triangular section. 【Background technique】 [0002] When the slenderness ratio of the member is large, the bending stiffness of a single CFST member is low, and it is prone to instability, and it is difficult to give full play to the material properties of the steel pipe and concrete. Usually, a truss structure can be used. The truss structure can obtain a larger section bending stiffness through a smaller size chord, so it has a higher bearing capacity. Concrete filled steel tubes are used in the space truss structure, which has good mechanical performance, so it is widely used in long-span structures. In concrete-filled steel tube trusses, steel tubes are the most commonly used form of connecting webs, and the construction of intersecting lines between them and concrete-filled steel tube chords is relatively difficult, the stress ...

Claims

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Application Information

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IPC IPC(8): E04C3/293
Inventor 郑永乾郑莲琼庄金平张雪丽
Owner FUJIAN UNIV OF TECH
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