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Steel pipe column bearing table girder connection construction method

A technology of column cap beam and construction method, which is applied in construction, building structure, processing of building materials, etc., can solve the problems of difficult construction of basic beams, large beam cross-section size, slow construction progress, etc., and achieves improved strength. and overall stability, ensuring the three-dimensional space position, and the effect of fast construction progress

Active Publication Date: 2012-06-20
CHINA CONSTR EIGHT ENG DIV CORP LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, due to the large diameter and height of the ring beam of the cap, the dense reinforcement of the beam-column joints, the large cross-sectional size and high height of the beam, the interspersed construction of the steel pipe column and the ring beam of the cap, and the construction of the reinforcement of the foundation beam are difficult, and the construction progress is slow.

Method used

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  • Steel pipe column bearing table girder connection construction method
  • Steel pipe column bearing table girder connection construction method
  • Steel pipe column bearing table girder connection construction method

Examples

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Embodiment Construction

[0062] The present invention will be further described below in conjunction with specific examples.

[0063] A construction method for a steel pipe column cap beam joint of the present invention comprises the following steps:

[0064] First, see figure 1 , laying the floor cushion 1 and laying a waterproof layer on the floor cushion 1;

[0065] Then, the steel pipe column bottom plate 3 is installed in the platform foundation pit 2;

[0066] see figure 1 , figure 2 , the 3 steps of installing steel pipe column bottom plate include:

[0067] A plurality of anchor bolts 41 are pre-embedded on the manual excavation pile 4 in the foundation pit of the cap 2;

[0068] Put a steel pipe column bottom plate 3 with a plurality of anchor bolt holes 31 inside on the anchor bolt 41;

[0069] Adjust and fix the bottom plate 3 of the steel pipe column at an elevation position, fix the bottom plate 3 of the steel pipe column with nuts and gaskets, and weld the nuts and gaskets firmly;...

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Abstract

The invention discloses a steel pipe column bearing table girder connection construction method. The method comprises the following steps of: paving a bottom plate cushioning layer; mounting a steel pipe column bottom plate in a bearing table foundation pit; building a bearing table ring girder reinforcing steel bar processing frame around the bearing table foundation pit; binding bearing table ring girder reinforcing steel bars on the bearing table ring girder reinforcing steel bar processing frame; setting a foundation beam supporting frame between a ring girder and a main girder connection; binding foundation girder reinforcing steel bars on a foundation girder supporting frame; hoisting a steel pipe column into each bearing table ring girder reinforcing steel bar and welding the steel pipe column on the steel pipe column bottom plate; and unloading the bearing table ring girder reinforcing steel bars and the foundation girder reinforcing steel bars as a whole. Due to the adoption of the steel pipe column bearing table girder connection construction method, the steel pipe column bearing table girder connection construction method which is convenient for construction is realized. The method has the advantages of convenience and quickness in construction, high construction speed, high quality and high stability.

Description

technical field [0001] The invention relates to a construction method, in particular to a construction method for a steel pipe column bearing platform beam joint. Background technique [0002] The steel pipe column ring beam joint is a new type of steel pipe concrete beam column joint that has been widely used in recent years. The design of this ring beam joint has gradually matured. Positive effect. However, due to the large diameter and height of the cap ring beam, the dense reinforcement of the beam-column joints, the large cross-sectional size and high height of the beam, the interspersed construction of the steel pipe column and the cap ring beam, and the construction of the foundation beam reinforcement are difficult, and the construction progress is slow. Contents of the invention [0003] The purpose of the present invention is to overcome the defects of the prior art, and provide a steel pipe column cap beam joint construction method, which realizes a convenient ...

Claims

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Application Information

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IPC IPC(8): E04G21/00E04G21/14E04B1/58
Inventor 李栋赵亚军吴平陈俊杰毛仲喜刘江林
Owner CHINA CONSTR EIGHT ENG DIV CORP LTD
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