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Prefabricating concrete column and column fabricating type connecting joint

A technology of precast concrete and connecting nodes, which is applied to buildings and building structures, etc., can solve the problems of easy occurrence of voids, slow construction speed, slurry leakage and voids, etc., to achieve convenient connection quality, fast construction and installation, and finished products. Quality controllable effects

Inactive Publication Date: 2019-01-04
QINGDAO TECHNOLOGICAL UNIVERSITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, in practical applications, the grouting sleeve connection technology has many shortcomings. First, it is difficult to connect the sleeve and the steel bar during construction; second, it is difficult to detect the density of the sleeve grouting, which is prone to grout leakage and pinching, and the construction quality is difficult to guarantee. ; The third is that the sleeve process is complicated and the cost is high, which makes the overall cost of the prefabricated concrete building increase
Patent CN105239723A discloses a prefabricated concrete column that adopts steel node butt joint connection. The upper and lower ends of the connection are welded after fitting, which avoids wet operation, but the construction speed of this node is slow, and the quality of on-site welding is difficult to guarantee; patent CN207469439U discloses a precast concrete column connection node , this joint simplifies the lapping work of the steel bars in the joint area and reduces the post-pouring work in the joint area, but it is difficult to guarantee the grouting density at the joint, and it is easy to have a sandwich layer during the construction process

Method used

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  • Prefabricating concrete column and column fabricating type connecting joint
  • Prefabricating concrete column and column fabricating type connecting joint
  • Prefabricating concrete column and column fabricating type connecting joint

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0016] A prefabricated concrete column-to-column assembly connection node, comprising an upper section precast concrete column 1, a lower section precast concrete column 2, a transfer section steel 3, a shear key 4, and a high-strength bolt 5. The bottom of the precast concrete column 1 in the upper section pre-embeds the transfer section steel 3, the height of the transfer section steel 3 is h, the length of the exposed section is a, the length of the anchored concrete column section is b, and the shear key 4 is arranged; the lower precast concrete column 2 The transfer section steel 3 is pre-embedded at the top, the height of the transfer section steel 3 is h, the length of the exposed section is a, the length of the anchored concrete column section is b, and the shear key 4 is arranged; the transfer section steel 3 of the precast concrete columns 1 and 2 passes through the high-strength The bolts 5 are connected, and the outside of the converted steel 3 is covered with concr...

Embodiment 2

[0018] The difference from Embodiment 1 is that the conversion steel 3 has no connecting end plate, and the conversion steel 3 of the precast concrete columns 1 and 2 are connected by bolts 5 .

Embodiment 3

[0020] The difference from Embodiment 1 is that the conversion steel 3 has no connecting end plate, and the conversion steel 3 is connected by a weld 6 .

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Abstract

The invention belongs to the technical field of fabricating concrete structure, and particularly relates to a prefabricating concrete column and a column fabricating type connecting joint. Conversionsection steel is embedded in the bottom of the upper section prefabricating concrete column. Conversion section steel is embedded in the top of the lower section prefabricating concrete column. The conversion section steel of the upper and lower section prefabricating concrete columns are connected by high-strength bolts. The conversion section steel is covered with concrete. The upper and lower section prefabricating concrete columns are connected by the conversion section steel and the high-strength bolts. Construction is simple, force transfer is reliable, the connecting quality can be conveniently detected, and the finished product quality can be controlled. Construction and installation are quick and efficient, and fabricating building requirements are met.

Description

technical field [0001] The invention belongs to the technical field of assembled concrete structures, and relates to a prefabricated concrete column and an assembled connection node of the column. Background technique [0002] Prefabricated building is a building method in which building components are prefabricated in a factory, and after maintenance and acceptance, they are transported to the site for installation and construction. The development of prefabricated buildings is conducive to saving resources and energy, reducing construction pollution, improving labor production efficiency and construction quality, and promoting the construction industry to achieve informatization and industrialization. move. [0003] In building structures, a column is a vertical structural component in a building that supports the load on the upper part of the column and transfers it to the foundation. In the prefabricated concrete structure, the connection between columns mainly adopts ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/21
CPCE04B1/21
Inventor 郁有升张子露韩俊良于德湖王燕
Owner QINGDAO TECHNOLOGICAL UNIVERSITY
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