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Hybrid connection joint between rectangular steel tube concrete column and h-shaped steel beam bolted and welded

A technology of concrete columns and rectangular steel pipes, which is applied in the direction of architecture and building construction, can solve problems affecting the appearance and home decoration, steel layering or brittle failure, and affecting concrete pouring in the pipe, so as to avoid adverse effects and achieve high prefabrication rate , the effect of saving manpower

Inactive Publication Date: 2016-09-07
TIANJIN UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Due to its own structural measures, the node needs a large enough horizontal ring plate to ensure the strength of the node, and the amount of steel used is large
In addition, the setting of the large-sized outer ring plate makes the indoor corners have convex corners, which affects the appearance and home decoration, brings unnecessary troubles to the architectural design, and has poor adaptability and flexibility.
[0008] (4) Inner diaphragm joints have certain requirements for the size of rectangular steel pipes due to the need for diaphragm welding in rectangular steel pipes, because when the cross-sectional size is small, it is not only difficult to weld, but also affects the pouring of concrete in the pipe, so it is only applicable to steel pipes Nodes with larger cross-sectional dimensions
In addition, the connection between the rectangular steel pipe and the inner partition and the beam is welded, and the rectangular steel pipe is prone to produce large residual stress and deformation under the action of multiple welding, which leads to delamination or brittle failure of the steel at the joint, which affects the joint. Safety

Method used

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  • Hybrid connection joint between rectangular steel tube concrete column and h-shaped steel beam bolted and welded
  • Hybrid connection joint between rectangular steel tube concrete column and h-shaped steel beam bolted and welded
  • Hybrid connection joint between rectangular steel tube concrete column and h-shaped steel beam bolted and welded

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0034] see Figure 1 ~ Figure 3 , the through partition d is located below the lower flange, and the through partition d is connected to the lower flange by high-strength bolts f.

[0035] The construction method of this embodiment:

[0036] 1) Process the inner partition c and the through partition d according to the size of the rectangular concrete-filled steel tube column. On the premise of meeting the structural requirements, the through partition is provided with arc chamfering so that the wider middle body part of the through partition is narrower. The overhanging section transitions, the overhanging section is as wide as the lower flange, and the radius of the arc chamfer is not less than 25mm.

[0037] 2) Bolt holes are reserved on the through partition d, the diameter of which is slightly larger than the diameter of the high-strength bolt f, and the number of reserved holes is calculated by the bending moment borne by the beam flange;

[0038] 3) Weld the inner part...

Embodiment 2

[0043] see Figure 4 ~ Figure 6 , the lower flange is opposite to the through partition d, and the lower flange is welded to the through partition d.

[0044] The construction method of this embodiment:

[0045] 1) Process the inner partition c and the through partition d according to the size of the rectangular concrete-filled steel tube column. On the premise of meeting the structural requirements, the through partition is provided with arc chamfering so that the wider middle body part of the through partition is narrower. The overhanging section transitions, the overhanging section is as wide as the lower flange, and the radius of the arc chamfer is not less than 25mm.

[0046] 2) Bolt holes are reserved on the through partition d, the diameter of which is slightly larger than the diameter of the high-strength bolt f, and the number of reserved holes is calculated by the bending moment borne by the beam flange;

[0047] 3) Weld the inner partition c into the upper steel p...

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PUM

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Abstract

The invention discloses a stud welding mixed connection node of a rectangular concrete filled steel tubular column and an H-shaped steel girder. The H-shaped steel girder comprises an upper flange, a web and a lower flange, wherein the upper flange, the web and the lower flange are formed together. The rectangular concrete filled steel tubular column comprises an upper steel tube and a lower steel tube which are vertically arranged adjacently. The node comprises an inner separating board welded to the bottom in the upper steel tube, a through separating board welded to the bottom end of the upper steel tube and a vertical connecting board welded to the side of the bottom of the upper steel tube. The top end of the lower steel tube is welded to the lower surface of the through separating board. The upper flange is opposite to the inner separating board and welded to the upper steel tube. The web is connected with the vertical connecting board through high strength bolts. The lower flange is fixedly connected with the through separating board. According to the node, stud welding mixed connection is adopted, the node can be fast installed in the position in a field, a construction period can be obviously shortened, and the assembly process is facilitated. Meanwhile, due to the arrangement of the through separating board, a girder-end plastic hinge is moved outwards, the steel girder is damaged before the node, and safety of the node is guaranteed.

Description

technical field [0001] The invention belongs to the technical field of building structure engineering, and in particular relates to a bolted and welded mixed connection node between a rectangular steel pipe concrete column and an H-shaped steel beam. Background technique [0002] Concrete-filled steel pipe structure refers to a structure formed by filling concrete in steel pipes. The existence of steel pipes can effectively restrain the core concrete, so that the compressive strength and deformation capacity of concrete can be significantly improved. At the same time, the existence of concrete can also effectively prevent Local buckling of the steel pipe is prevented, and the joint work of the two can give full play to the advantages of high tensile performance of steel and good compression performance of concrete, thereby greatly improving the bearing capacity. Concrete-filled steel tube structures are widely used because of their high bearing capacity, light weight, good p...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B1/58
Inventor 陈志华吴辽王小盾
Owner TIANJIN UNIV
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