Connecting joint of double-wall hollow pier column and bent cap and construction method

A technology for connecting nodes and hollow piers, used in bridge construction, bridges, buildings, etc., to ensure reliability, reliable connection, and smooth stiffness changes.

Active Publication Date: 2021-12-24
广州市城建规划设计院有限公司 +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] In view of the deficiencies in the prior art, the purpose of the present invention is to provide a composite pipe-concrete-steel pipe double-walled hollow pier and cover beam connection node to solve the problem of composite pipe-concrete-steel pipe double-walled hollow pier and Technical Problems of Cover Beam Connection

Method used

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  • Connecting joint of double-wall hollow pier column and bent cap and construction method
  • Connecting joint of double-wall hollow pier column and bent cap and construction method
  • Connecting joint of double-wall hollow pier column and bent cap and construction method

Examples

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Effect test

Embodiment 1

[0047] refer to Figure 4 , this embodiment provides a double-walled hollow pier column and steel reinforced concrete cover beam cast-in-place connection node, the node includes a first transition section, a second transition section and a cover beam transition section.

[0048] In this embodiment, the composite tube-concrete-steel tube double-walled hollow pier successively passes through the composite tube-concrete-steel tube double-tube solid concrete column transition section (the first transition section), and the composite tube-constrained steel reinforced concrete column transition section (the second conversion section) and the steel reinforced concrete cover beam conversion section (cover beam conversion section) are connected with the steel reinforced concrete cover beam. The steel pipe of the double-walled hollow pier column is connected with the steel pipe in the first conversion section through the first steel partition, and then connected with the lower end of th...

Embodiment 2

[0062] refer to image 3 , this embodiment provides a double-walled hollow pier column and a reinforced concrete cover beam cast-in-situ connection node, the node includes a first transition section, a second transition section and a cover beam transition section.

[0063] In this embodiment, the composite tube-concrete-steel tube double-walled hollow pier successively passes through the composite tube-concrete-steel tube double-tube solid concrete column transition section (the first transition section), and the composite tube-constrained steel reinforced concrete column transition section (the second conversion section) and the steel reinforced concrete cover beam conversion section (cover beam conversion section) is connected with the reinforced concrete cover beam. The steel pipe in the double-walled hollow pier column is connected to the steel pipe in the first conversion section through the first steel partition, and then connected to the lower end of the steel frame in ...

Embodiment 3

[0073] This embodiment provides a double-walled hollow pier column and a steel-reinforced concrete cover beam cast-in-place connection node, and the node includes a first transition section and a cover beam transition section.

[0074] In this embodiment, the composite pipe-concrete-steel pipe double-walled hollow pier passes through the composite pipe-concrete-steel pipe double-pipe solid concrete column conversion section (the first conversion section) and the steel reinforced concrete cover beam conversion section (cover beam conversion section). section) is connected to the steel reinforced concrete cover beam. The steel pipe in the double-wall hollow pier column is connected to the steel pipe in the first conversion section through the first steel partition, and then the upper end of the steel pipe in the first conversion section is extended into the conversion section of the cover beam and connected to the conversion section of the cover beam The inner steel frame is con...

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Abstract

The invention discloses a connecting joint of a double-wall hollow pier column and a bent cap. The double-wall hollow pier column and the bent cap are fixedly connected through a first conversion section and a bent cap conversion section or are fixedly connected through the first conversion section, a second conversion section and the bent cap conversion section; when the first conversion section and the second conversion section are fixedly connected with the bent cap conversion section, the bottom of the steel pipe in the first conversion section is connected with the top of the steel pipe of the double-wall hollow pier column through a first steel partition plate, and the top is connected with the steel rib in the second conversion section through a second steel partition plate. The top of the steel rib in the second conversion section extends into the bent cap conversion section and is connected with the steel rib in the bent cap conversion section; when the first conversion section is connected with the bent cap conversion section, the bottom of the steel pipe in the first conversion section is connected with the top of the steel pipe of the double-wall hollow pier column through the first steel partition plate, and the top of the steel pipe extends into the bent cap conversion section to be fixedly connected with the steel rib in the bent cap conversion section. The connecting joint has the advantages of wide application range, reliable connection, gentle rigidity change of the node area, good anti-seismic property and the like.

Description

technical field [0001] The invention belongs to the field of civil engineering, and in particular relates to a connection node between a double-walled hollow pier column and a cover beam, and also relates to a construction method for the connection node between a hollow pier column and a cover beam. Background technique [0002] The composite pipe-concrete-steel double-walled hollow member is a new type of composite member proposed by Professor Teng Jinguang, which consists of an outer composite pipe, an inner hollow steel pipe and sandwich concrete between them. In the composite pipe-concrete-steel double-wall hollow member, the outer composite pipe has excellent corrosion resistance and can protect the inner steel pipe in a corrosive environment; at the same time, the fiber winding direction of the composite pipe is hoop or close to Circumferential, which provides lateral restraint for sandwich concrete and provides shear capacity. The existence of the inner steel pipe re...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D19/00E01D19/02E01D21/00
CPCE01D19/00E01D19/02E01D21/00Y02A30/30
Inventor 陈光明陆奕辰饶琛辉林佐宏谢攀成彤李召兵胡福南刘伟楠
Owner 广州市城建规划设计院有限公司
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