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Truss structure design method based on large-space multi-story building

A truss structure, multi-storey building technology, applied in the direction of truss structure, building structure, construction, etc., can solve the problems of building economic impact, can not meet the large-scale cold chain transport vehicles and other problems, achieve high bearing capacity and short construction period , the effect of low cost

Pending Publication Date: 2022-05-27
广西甫筑置业有限公司
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] The traditional long-span multi-storey reinforced concrete frame structure factory buildings or storage warehouses are designed according to the current building codes, and the column spacing is too small. Generally, the span between the columns of factory buildings is nine meters or less. Such a span can no longer meet the needs of large cold chains. If the span between the columns is more than nine meters for the transportation of vehicles in its space, the economy of the building will be severely impacted

Method used

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  • Truss structure design method based on large-space multi-story building
  • Truss structure design method based on large-space multi-story building
  • Truss structure design method based on large-space multi-story building

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Embodiment 1

[0042] as attached Figure 1-3 A truss structure design method based on a large-space multi-storey building shown, including multiple groups of columns 1 arranged side by side, the column 1 is used as the column structure of the overall factory building, and the number of each group of columns 1 is set to 4. Connecting beams 2 are installed between two adjacent columns 1 in the group of columns 1. The connecting beams 2 are arranged in an array along the direction of the column 1 with four floors. The connecting beams 2 of different heights represent different floors. The number of vertical columns in each row is reduced, and the expansion joints in the prior art are cancelled, and several truss structures are distributed in an array along the side wall of the column 1 to form an interlayer truss structure system;

[0043] The interlayer truss structure system includes several first support frame structures arranged linearly, the first support frame structure on the same horiz...

Embodiment 2

[0045] This embodiment provides a truss structure design method based on a large-space multi-storey building, as shown in the attached Figure 4-7As shown, there are multiple groups of uprights 1 arranged side by side, and the uprights 1 are used as the upright structure of the whole factory building, the number of each group of uprights 1 is set to 5, and there are installed between two adjacent uprights 1 in each group of uprights 1. Coupling beam 2. Coupling beams 2 of different heights represent different floors. Coupling beams 2 are arrayed along the direction of column 1 with four floors. Coupling beams 2 of different heights represent different floors. Several truss structures are distributed in an array on the side wall to form a superimposed truss structure system;

[0046] The superimposed truss structure system includes several second support frames distributed in an array along the surface of the column 1. The second support frame includes an upper chord 8, a lower...

Embodiment 3

[0049] This embodiment provides a truss structure design method based on a large-space multi-storey building. Building B of a new material intelligent manufacturing industrial park in a county is a 4-story factory building with a total length of 120.3 meters and a total width of 50 meters; the first floor The height is 6.3 meters, the rest of the floors are 5.1 meters high, and the total building height is 21.6 meters. The design life of the main structure is 50 years, the seismic fortification category of the building is Class C, the seismic fortification intensity is 6 degrees, the design basic seismic acceleration is 0.05g, the design earthquake is grouped into the first group, and the seismic level is four. The main structure adopts a multi-truss structure system arranged in the longitudinal direction (that is, the X direction). The horizontal (ie Y direction) truss distance is 10 meters, and the total height of the structure is 21.6 meters. The layout of the space struct...

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Abstract

The invention discloses a truss structure design method based on a large-space multi-story building. Bending shear deformation of a traditional frame structure beam is converted into truss axial tension and compression two-force rod deformation, an interlayer truss structure system is formed, high bearing capacity is achieved, and finally the new structure system has the obvious advantages of being large in space, high in bearing capacity, low in manufacturing cost, short in construction period and the like. Specifically, based on the structural theory innovation, the method relates to the technical field of large-space multi-layer fabricated buildings, and specifically comprises the following steps: step 1, determining a building type; 2, on the premise of meeting functions, a reasonable large space structure arrangement form is researched; 3, the optimal structure technical scheme is studied with economy as the guide; 4, floor and floor system design forms are determined; 5, the component size and reinforcement are determined; step 6, performing overall structure calculation in order to ensure the structure safety; and 7, prefabricated building splitting design is conducted on the building and the structure.

Description

technical field [0001] The invention relates to the field of large-space multi-storey prefabricated buildings, and more particularly, the invention relates to a truss structure design method based on large-space multi-storey buildings. Background technique [0002] The traditional large-span multi-layer reinforced concrete frame structure workshops or warehouses are designed according to the current building codes, and the column spacing is too small. Generally, the column-to-column span of the workshop is usually nine meters or less, which can no longer meet the needs of large-scale cold chains. When the carrying vehicle walks in its space, if the span between the columns exceeds nine meters or more, the economy of the building will be seriously impacted. To this end, we propose a truss structure design method based on large space multi-storey buildings to solve the above problems. SUMMARY OF THE INVENTION [0003] In order to overcome the above-mentioned defects of the ...

Claims

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Application Information

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IPC IPC(8): E04B1/342E04C3/02G06F30/13G06F119/14
CPCE04B1/342E04C3/02G06F30/13G06F2119/14
Inventor 李勇谢肖礼陆励
Owner 广西甫筑置业有限公司
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