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Connecting joint of upright post and steel bent cap and construction method thereof

A technology for connecting nodes and construction methods, which is applied in the direction of architecture and building construction, and can solve problems such as complex construction techniques, high engineering costs, and long construction periods

Pending Publication Date: 2019-02-15
SHANGHAI MECHANIZED CONSTR GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The purpose of the present invention is to provide a connection node of a column and a steel cover beam and a construction method thereof, which is used for a portal-type elevated structure combined with a column and a steel cover beam, so as to overcome the existing portal-type elevated structure with a combination of a column and a concrete cover beam The construction process is complicated, the project cost is high, and the construction period is long

Method used

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  • Connecting joint of upright post and steel bent cap and construction method thereof
  • Connecting joint of upright post and steel bent cap and construction method thereof
  • Connecting joint of upright post and steel bent cap and construction method thereof

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Embodiment Construction

[0030] The specific implementation manner of the present invention will be described in more detail below with reference to schematic diagrams. Advantages and features of the present invention will be apparent from the following description and claims. It should be noted that all the drawings are in a very simplified form and use imprecise scales, and are only used to facilitate and clearly assist the purpose of illustrating the embodiments of the present invention.

[0031] An embodiment of the present invention provides a connection node of a column and a steel cover beam, which is used for a portal elevated structure combined with a column and a steel cover beam. figure 1 It is a schematic diagram of the connecting nodes of the column and the steel cover beam provided by an embodiment of the present invention, such as figure 1 As shown, the connection nodes between the column and the steel cover beam include: an outer steel pipe 50 , a top cover plate 20 and a column 40 . ...

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Abstract

The invention discloses aconnecting joint of an upright post and a steel bent cap and a construction method thereof. The connecting joint comprises an outer steel pipe, a top covering plate and the upright post; the upright post comprises a concrete post, longitudinal main reinforcementsand a concrete stirrup; the outer steel pipe which is arranged on the post surface, connected to the one end ofthe steel bent cap, of the upright postcovers part of the concrete post, the longitudinal main reinforcementsare connected with the inner side of the outer steel pipe in a welded mode, the top covering plate which is arranged at the top end of the outer steel pipe covers a post end surface, and the steel bent cap is arranged on the top covering plate and is fixedly connected with the top coveringplate. The construction method comprises the steps of installing prefabricated steel templates and measure pipes in sequence, pouring ordinary concrete in the measure pipes, installing the outer steelpipe and the top covering plate in sequence, pouring micro-expansive concrete in the outer steel pipe, and finally detaching the steel templates and finishing construction. According to the connecting joint of the upright post and the steel bent cap and the construction method thereof, the technology is simple, the construction time is short, and the cost is low.

Description

technical field [0001] The invention relates to the technical field of municipal elevated engineering, in particular to a connection node of a column and a steel cover beam and a construction method thereof. Background technique [0002] The portal elevated structure generally adopts the structural form of cast-in-place columns and concrete cover beams. The construction of the concrete cover beams of this portal elevated structure can only be carried out after the construction of the columns, which is time-consuming during construction; the construction of concrete cover beams needs to be erected Formwork and bent frames, the construction process is complicated, and the construction cost is high; after the construction of the concrete cover beam is completed, it will take more than 20 days of maintenance time, which further prolongs the construction period. [0003] As the requirements for rapid construction become higher and higher, more and more portal elevated structures ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/18E04B1/58
CPCE04B1/185
Inventor 冯琰朱建平张冰
Owner SHANGHAI MECHANIZED CONSTR GRP