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Assembling type concrete column base node structure and construction method thereof

A technology of concrete columns and node structures, which is applied in the direction of building structure and construction, can solve the problems of column foot damage, deformation capacity and insufficient mechanical properties, reduce the degree of damage, ensure construction speed and quality, and improve energy consumption Effect of capacity and ductility levels

Active Publication Date: 2018-08-07
CHINA STATE CONSTRUCTION ENGINEERING CORPORATION
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The purpose of the present invention is to provide a prefabricated concrete column foot node structure and its construction method, to solve the technical problem of column foot damage due to the lack of deformation capacity and mechanical properties of the assembled structure column foot node

Method used

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  • Assembling type concrete column base node structure and construction method thereof
  • Assembling type concrete column base node structure and construction method thereof
  • Assembling type concrete column base node structure and construction method thereof

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Embodiment Construction

[0047] Such as Figure 1-8As shown, this prefabricated concrete column base node structure includes a reinforced concrete foundation 2 and a prefabricated reinforced concrete column 1 connected to the top of the reinforced concrete foundation 2; the top surface of the reinforced concrete foundation 2 corresponds to the prefabricated reinforced concrete column 1 The position of the connection is the rough surface 15; in the reinforced concrete foundation 2, a foundation anchoring reinforcement 4 is provided at the position corresponding to the vertical reinforcement 3 in the prefabricated reinforced concrete column 1, and a vertical anchoring reinforcement 4 is set on the upper part of the foundation anchoring reinforcement 4 Grouting sleeve 8; the top of the grouting sleeve 8 is flush with the top of the reinforced concrete foundation 2;

[0048] The lower part of the prefabricated reinforced concrete column 1 is provided with a circle of outsourcing steel plate 6 along the ou...

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Abstract

The invention discloses an assembling type concrete column base node structure and a construction method thereof. The assembling type concrete column base node structure comprises a reinforced concrete foundation and a prefabricated reinforced concrete column, wherein the part of the top surface of the reinforced concrete foundation, corresponding to the connection of the prefabricated reinforcedconcrete column, is provided with a rough surface; the parts in the reinforced concrete foundation, corresponding to vertical reinforcements in the prefabricated reinforced concrete column, are provided with foundation anchoring reinforcements; vertical grouting sleeves sheath the upper parts of the foundation anchoring reinforcements; the top parts of the grouting sleeves are level to the top part of the reinforced concrete foundation; a circle of externally-wrapping steel plates are arranged at the lower part of the prefabricated reinforced concrete column; exhausting holes and grouting holes are formed in the externally-wrapping steel plates; corresponding to the externally-wrapping steel plates in position, a top plate, cross partitioning plates, vertical partitioning plates, groutingpipes and exhausting pipes are also embedded in the prefabricated reinforced concrete column. The assembling type concrete column base node structure and the construction method disclosed by the invention have the beneficial effect that the technical problem of damage of the column base due to poor deformation capability and mechanical property of the column base node with the assembling type structure is solved.

Description

technical field [0001] The invention belongs to the field of prefabricated structural buildings, in particular to a prefabricated concrete column base node structure and a construction method thereof. Background technique [0002] At present, in the prefabricated frame structures commonly used at home and abroad, the column foot nodes are mainly connected by grouting sleeves. The column foot connected by the grouting sleeve bears a large force, and the longitudinal reinforcement in the column bears the largest force at the joint between the column foot and the foundation, and the remaining longitudinal reinforcement is relatively small due to the concrete wrapping, which leads to concentrated deformation of the longitudinal reinforcement at the seams. Under the rare earthquake load, the longitudinal reinforcement at the joint is easy to break due to excessive deformation, resulting in structural damage of the prefabricated building. At the same time, grouting sleeves gener...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/21
CPCE04B1/21E04B1/215
Inventor 郭海山范昕齐虎田力达刘康耿娇
Owner CHINA STATE CONSTRUCTION ENGINEERING CORPORATION
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