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Combined type steel pipe concrete special-shaped column with honeycomb-hole partition plate

A technology of steel pipe concrete and honeycomb holes, which is applied in the direction of columns, pier columns, pillars, etc., can solve the problems of weakening the combined effect of steel and concrete, unrealized structural combination, complex steel concrete structure, etc. The effect is obvious and beneficial to the performance of the cross section

Inactive Publication Date: 2013-07-24
GUANGXI UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

In order to meet the requirements of structural bearing capacity and seismic performance, the steel and concrete composite structure has been paid more and more attention in the industry because of the consideration of the above two factors. The common composite columns usually include steel pipe concrete columns and steel concrete columns, but considering The steel concrete structure is relatively complicated in the construction process, so the steel pipe concrete column is mostly used in the composite structure that has been built at present.
In the concrete-filled steel tube special-shaped column, it is generally formed by pouring concrete in the whole section of the outsourcing steel tube, but research shows that the section of this form has a negative angle of 90 degrees, which weakens the combined effect between steel and concrete, and the bearing capacity affected
In order to overcome such unfavorable factors, some reinforced structural measures have been put forward, such as setting stiffeners, setting tie rods, etc. However, these measures cannot really eliminate the above-mentioned effects, and even increase the difficulty of construction and production, which is not convenient for application
On this basis, the researchers proposed the concept of multi-chamber concrete-filled steel tube columns, that is, the section is divided into multiple cells by steel tube welding, and each cell is an independent rectangular steel tube concrete column, which solves the problem to a certain extent. The impact of the negative angle of 90 degrees is eliminated, but the effect of the steel welds between the small rooms cannot make the entire section a community, and the concrete parts are separated, lacking effective connections, and the purpose of the structural combination is not. really reach

Method used

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  • Combined type steel pipe concrete special-shaped column with honeycomb-hole partition plate
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  • Combined type steel pipe concrete special-shaped column with honeycomb-hole partition plate

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Embodiment 1

[0025] figure 1 What is shown is a combined T-shaped concrete-filled steel pipe special-shaped column, which is a side column of a special-shaped column frame structure. Under complex stress, circular honeycomb cells have relatively uniform peripheral stress, and the stress concentration phenomenon is weaker than other forms of cell shapes; and polygonal honeycomb cells can improve concrete and steel partitions due to uneven edges and corners along the perimeter. interaction between. U-shaped steel 1 and U-shaped steel 2 can be formed by bending steel plates or welding steel plates; on rectangular steel pipes, the opposite long-side steel plate walls are used as the objects for opening honeycomb holes, and the two rows of holes are close to the short side of one side. , using means such as oxygen cutting to cut and form the pre-determined hole shape, and there is a certain distance between the holes along the vertical direction of the column; the U-shaped steel 1 and the U-sh...

Embodiment 2

[0027] figure 2 The combined L-shaped concrete-filled steel pipe special-shaped columns with polygonal honeycomb hole partitions are shown, which are corner columns of the special-shaped column frame structure. Under complex stress, circular honeycomb cells have relatively uniform peripheral stress, and the stress concentration phenomenon is weaker than other forms of cell shapes; and polygonal honeycomb cells can improve concrete and steel partitions due to uneven edges and corners along the perimeter. interaction between. U-shaped steel 5 and U-shaped steel 6 can be formed by bending steel plates or welding steel plates; on square steel pipes, the steel plate walls on both sides are used as the objects for opening honeycomb holes, and the pre-determined hole shapes are cut by oxygen cutting and other means. Forming, with a certain distance between the holes in the vertical direction of the column; U-shaped steel 5 and U-shaped steel 6 are respectively welded to each honeyc...

Embodiment 3

[0029] image 3 It shows the combined ten-shaped concrete-filled steel pipe special-shaped columns with circular honeycomb hole partitions, which are the inner columns of the special-shaped column frame structure. Under complex stress, circular honeycomb cells have relatively uniform peripheral stress, and the stress concentration phenomenon is weaker than other forms of cell shapes; and polygonal honeycomb cells can improve concrete and steel partitions due to uneven edges and corners along the perimeter. interaction between. U-shaped steel 9 and U-shaped steel 10 can be formed by bending steel plates or welding steel plates; on rectangular steel pipes, the opposite long-side steel plate walls are used as the objects for opening honeycomb holes, which are all arranged on the central axis, and are cut by oxygen cutting, etc. The method is to cut and shape the pre-determined hole shape, and keep a certain distance between the holes along the vertical direction of the column; t...

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Abstract

The invention discloses a combined type steel pipe concrete special-shaped column with a honeycomb-hole partition plate. The combined type steel pipe concrete special-shaped column comprises a steel pipe with honeycomb holes and concrete, and is characterized in that longitudinally arranged honeycomb holes are formed in two walls of the steel pipe with the rectangular or square cross section; U-shaped steel is arranged on the outer side of the honeycomb holes; and the concrete is poured into inner cavities of the rectangular or square steel pipe and the U-shaped steel. By the technical scheme, the section of the steel pipe concrete special-shaped column is divided into three chambers; connection among the concrete in the three chambers is enhanced; the interaction between the steel and the concrete is effectively improved; the steel and the concrete are directly stressed, so that the size of the section is reduced, and the width-to-thickness ratio of a steel plate is reduced; the performance of materials is comprehensively developed; the section performance and the bearing capacity are improved; the shock absorption property of the column of the type is improved; the combined type steel pipe concrete special-shaped column is easy and convenient to construct; the vibrating quality and the pouring quality of the concrete are guaranteed; the economical benefit is high; the bonding strength between the concrete and the steel plate is improved; an embedding effect of the steel plate is obvious; high integrity is realized; and a combining effect is outstanding.

Description

technical field [0001] The invention relates to a combined structure of steel and concrete, in particular to a combined steel pipe concrete special-shaped column with a honeycomb hole partition. Background technique [0002] Modern civilization has led to a change in people's aesthetic concept of things. As a vertical load-bearing member in the frame structure—column, its traditional form is a rectangular cross section. The protruding wall of the column has affected the function of the building and the discomfort of the visual sense. The special-shaped column structure has the characteristics of the same thickness as the infill wall, so it avoids the column flute protruding from the wall, increases the actual usable area of ​​the room, and improves the "household rate", which is favored by owners and users. On the one hand, as commercial buildings such as residences and offices continue to develop towards high-rise and super-high-rise buildings, in order to meet the needs of...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04C3/34
Inventor 徐金俊苏益声李伊张超荣
Owner GUANGXI UNIV
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