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Space composite truss structure and building

A technology of truss structure and space combination, applied in the direction of truss structure, building, building structure, etc., can solve the problems of increased lift height, inability to set up support columns in the bottom space, unfavorable personnel evacuation, etc., to achieve the effect of improving bearing capacity

Pending Publication Date: 2020-12-04
SHENZHEN GENERAL INST OF ARCHITECTURAL DESIGN & RES
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] Taking the school as an example, when the school sports field is raised, public places such as swimming pools, indoor basketball courts, canteens, and lecture halls can be set up in the bottom space formed by the raised sports field. Considering the functions of these public places, the bottom space Most of the Zhongda could not set up supporting columns, thus forming a large-span structure
In practice, it has been found that the existing long-span structures are usually prestressed concrete structures of solid web beams, steel concrete structures or steel structures, and the thickness of solid web beam structures is usually relatively large. Under the condition of ensuring the height of the indoor ceiling, the roof of the sports field The lifting height tends to increase, which is not conducive to the evacuation of personnel on the sports field

Method used

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  • Space composite truss structure and building
  • Space composite truss structure and building
  • Space composite truss structure and building

Examples

Experimental program
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Embodiment 1

[0034] This embodiment provides a space combined truss structure, please refer to figure 1 and figure 2 ,in, figure 1 It is a sectional view of the space combined truss structure of this embodiment, figure 2 The top view of the space combination truss structure of the embodiment of the present invention, as figure 1 The space-combined truss structure shown can include:

[0035] The upper chord beam structure 1 includes an upper chord 11 and an upper chord 12, the upper chord 12 is arranged under the upper chord 11, and the upper chord 12 is fixedly connected to the upper chord 11;

[0036] The lower chord structure 2 includes a plurality of first lower chords 21 and a plurality of second lower chords 22, the plurality of first lower chords 21 are arranged in parallel along the long-span direction of the upper chord plate 11, and the plurality of second lower chords 22 are arranged along the The short-span direction of the upper chord 11 is arranged in parallel, and the l...

Embodiment 2

[0054] This embodiment provides a building based on the above space combined truss structure. see Figure 5 , Figure 5 It is a section view of the building of this embodiment, such as Figure 5 The buildings shown can include figure 1 and image 3 In the space combination truss structure shown, a first building structure 51 is arranged above the space combination truss structure, and a second building structure 52 is arranged below the space combination truss structure, and the second building structure 52 is a long-span structure. In this embodiment, a space combined truss structure is used as the load-bearing structure of the first building structure 51, which can reduce the thickness of the load-bearing structure.

[0055] Wherein, the first building structure 51 may be, for example, an outdoor playground. Based on the consideration of saving land, when the first building structure 51 is set as an outdoor sports field, the outdoor sports field can be designed to be ra...

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Abstract

The invention discloses a space composite truss structure and a building. The space composite truss structure comprises an upper chord beam and slab structure, a lower chord structure, and a verticalweb member, wherein the upper chord beam and slab structure comprises an upper chord plate and an upper chord beam, the upper chord beam is arranged below the upper chord plate, and the upper chord beam is fixedly connected to the upper chord plate; the lower chord structure comprises a plurality of first lower chords and a plurality of second lower chords, the plurality of first lower chords arearranged in parallel in a long-span direction of the upper chord plate, the plurality of second lower chords are arranged in parallel in a short-span direction of the upper chord plate, and the long-span direction is orthogonal to the short-span direction; and the vertical web member is located between the lower chord structure and the upper chord beam and slab structure, the upper end of the vertical web member is connected to the upper chord beam, and the lower end of the vertical web member is connected to the lower chord structure. By adopting the space composite truss structure, comparedwith a solid web girder structure, an overall structure thickness can be effectively reduced while the bearing capacity is guaranteed.

Description

technical field [0001] The invention relates to the field of construction, in particular to a space combined truss structure and construction. Background technique [0002] With economic development and population growth, my country's land resources are becoming more and more severe. In order to save land, most buildings often adopt site elevation measures. [0003] Taking the school as an example, when the school sports field is raised, public places such as swimming pools, indoor basketball courts, canteens, and lecture halls can be set up in the bottom space formed by the raised sports field. Considering the functions of these public places, the bottom space Most of them were unable to set up supporting columns, thus forming a large-span structure. It has been found in practice that the existing long-span structures are usually prestressed concrete structures of solid web beams, steel concrete structures or steel structures, and the thickness of solid web beam structures...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04C3/02E04B1/342
CPCE04C3/02E04B1/342
Inventor 廖述江
Owner SHENZHEN GENERAL INST OF ARCHITECTURAL DESIGN & RES
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