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Fabricated concrete prefabricated column and assembly method thereof

An assembly method and technology for prefabricated columns, applied in the directions of columns, piers, pillars, etc., can solve the problems of increasing the weight of components, increasing the cost of on-site hoisting, and increasing transportation costs, so as to increase fluidity and reduce production and transportation costs. , the effect of reducing weight

Pending Publication Date: 2021-06-08
ZHEJIANG SCI-TECH UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, this method requires high precision, and the connection will also form a weak link
The prefabrication of the whole column will increase the weight of the component itself, and the section of the column itself is relatively large. If the self-weight is too large, the transportation cost will be increased, and the cost of on-site hoisting will also be increased.

Method used

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  • Fabricated concrete prefabricated column and assembly method thereof
  • Fabricated concrete prefabricated column and assembly method thereof
  • Fabricated concrete prefabricated column and assembly method thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0051] refer to Figure 1-6 , an assembled concrete prefabricated column is provided with at least one segmental column 1 to prevent the buckling failure of the integral prefabricated column 2 which is too long.

[0052] Among them: two segmental columns 1 are connected up and down to form an integral prefabricated column 2; and in order to effectively reduce the weight of a single segmental column 1, reduce production and transportation costs, and make hoisting more convenient, the segmental column 1 is set as Hollow rectangular columnar structure.

[0053]In order to make the overall structure of the segmental column 1 stable and reliable, horizontal tie bars 6 and vertical structural bars 7 are uniformly arranged inside the segmental column 1, and the tie bars 6 are evenly arranged inside the segmental column 1; the structural bars 7 are arranged on The outer wall and inside of the segmental column 1; the outer wall around it is provided with multiple rows of outer ring st...

Embodiment 2

[0060] Be applied to the assembly method of embodiment 1, it comprises the following steps:

[0061] Step 1 production and transportation: the segmental column 1 is manufactured in the prefabrication factory, and the prefabricated segmental column 1 is transported to the construction site;

[0062] Step 2 hoisting and positioning: the operator installs and positions a segmental column 1 as the lower segmental column 12 through a lifting device;

[0063] Step 3: grouting the lower segmental column 12: insert a full-length steel bar 5 into the metal bellows sleeve 4 of the lower segmental column 12, and then inject the grouting material into the hollow position in the middle of the lower segmental column 12 and the metal bellows;

[0064] Step 4: apply epoxy glue seam cushion 10: apply epoxy glue seam cushion 10 on the top of the upper end back-shaped groove 3 of the downward segment column 12;

[0065] Step 5 Weld the full-length steel bar 5: lengthen the length of the full-le...

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Abstract

The invention discloses a fabricated concrete prefabricated column and an assembly method thereof. The fabricated concrete prefabricated column comprises a plurality of sections of segmental columns, and the prefabricated column is provided with at least one section of segmental column and is arranged to be of a hollow columnar structure; the two end faces of the prefabricated column are both provided with concentric-square-shaped grooves, the peripheral edges of the concentric-square-shaped grooves are evenly provided with a circle of holes, and metal corrugated pipe sleeves are sleeved with the holes; the segmental columns are further provided with a plurality of tie bars in the horizontal direction and constructional bars in the vertical direction; and the peripheral outer side walls of the segmental columns are provided with a plurality of rows of outer ring stirrups, the inner side walls of the segmental columns are provided with a plurality of rows of inner ring stirrups, and a reinforcement cage is formed by connecting the outer ring stirrups, the inner ring stirrups, the tie bars and the constructional bars. The disclosed construction assembly method comprises the steps that the upper segmental column and the lower segmental column are hoisted, the upper segmental column and the lower segmental column are coated with epoxy glue joint cushion layers to be fixed, and grouting is conducted on the hollow positions of the segmental columns and the interiors of metal corrugated pipes. According to the fabricated concrete prefabricated column and the assembly method thereof, through structural optimization of the prefabricated column, the production and transportation cost is effectively reduced, the construction difficulty is lowered, and the working efficiency is improved.

Description

technical field [0001] The invention relates to the field of building components, in particular to an assembled concrete prefabricated column and an assembly method thereof. Background technique [0002] Prefabricated concrete technology is a construction technology in which the main components of the building structure are pre-fabricated in the factory and transported to the construction site for assembly. Prefabricated concrete technology can well control the quality of the project, and has the advantages of fast construction speed, less environmental pollution on site and low-carbon construction. At present, the prefabricated assembly technology of prefabricated concrete structures has been relatively mature after years of practice and exploration. [0003] At present, prefabricated concrete columns mainly include fully prefabricated columns or segmented prefabricated solid columns. Segmented prefabricated solid columns are connected by sleeve grouting connection technol...

Claims

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Application Information

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IPC IPC(8): E04C3/34E04B1/21E04B1/58E04C5/16
CPCE04C3/34E04B1/21E04B1/58E04C5/16E04C5/165
Inventor 杨博卢旦刘兴喜沈璐璐刘念武
Owner ZHEJIANG SCI-TECH UNIV
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