Self-supporting semi-dry method prefabricated column connection and construction method thereof

A construction method and prefabricated column technology, applied in the direction of columns, pier columns, pillars, etc., can solve the problems of immature design methods and the superiority of difficult-to-assemble buildings, and achieve the effects of convenient engineering design, superior overall performance, and convenient use

Inactive Publication Date: 2020-01-24
SOUTHEAST UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Among them, the "wet connection" prefabricated column usually has the same connection performance as the cast-in-place column, but this kind of column connection requires lateral support to fix the column first, and then forms the connection by pouring mortar at the connection part. This connection method often requires A large number of on-site wet operations make it difficult to efficiently utilize the advantages of prefabricated buildings
"Dry connection" usually uses mechanical connection to connect prefabricated columns. This method usually does not require lateral support and has efficient construction performance. However, the connection performance of this method is usually "not equivalent to cast-in-place" and has its own set performance , the corresponding design method is not mature enough

Method used

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  • Self-supporting semi-dry method prefabricated column connection and construction method thereof
  • Self-supporting semi-dry method prefabricated column connection and construction method thereof
  • Self-supporting semi-dry method prefabricated column connection and construction method thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0027] Such as Figure 1~3 A self-supporting semi-dry prefabricated column connection includes an upper prefabricated column 1, a lower prefabricated column 2 and a steel cage 31, the lower end of the upper precast column 1 is provided with a circular first reserved hole 11 and a connection box 12, and the upper precast column 1 The end of the first longitudinal rib 13 is screwed into the threaded hole 121 on the top plate of the connection box 12 . The bottom surface of the connection box 12 coincides with the lower end surface of the upper prefabricated column 1 , and a bottom plate hole 122 is opened on the bottom plate of the connection box 12 . The upper end of the lower prefabricated column 2 includes a second reserved hole 21 and a second longitudinal rib 22 protruding from the outer surface of the upper end with threads. The top threaded section of the second longitudinal rib 22 of the lower prefabricated column 2 is matched with the bottom plate hole 122 of the conne...

Embodiment 2

[0034] Such as Figure 4~5 , this embodiment is the same as the rest of embodiment 1, except that the side of the upper prefabricated column 1 is provided with a first reserved channel 111 .

[0035] The specific construction method includes the following steps:

[0036] (a) Screw the end of the first longitudinal rib 13 of the upper prefabricated column 1 into the internally threaded hole 121 on the top plate of the connection box 12, so that the first longitudinal rib 13 is fixedly connected with the connection box 12;

[0037] (b) Put the reinforcement cage 31 into the second reserved hole 21 of the lower prefabricated column 2, and pour concrete into the second reserved hole 21 of the lower precast column 2 along the second reserved channel 211;

[0038] (c) pass the second longitudinal rib 22 of the lower prefabricated column 2 through the bottom plate hole 122 of the connection box 12, and fix it with bolts;

[0039] (d) Filling the first reserved hole 11 of the upward...

Embodiment 3

[0041] Such as Figure 6~7 , This embodiment is the same as the rest of Embodiment 1, except that the reinforcement cage 31 is replaced by H-shaped steel 32 .

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Abstract

The invention discloses a self-supporting semi-dry method prefabricated column connection and a construction method thereof. The connection comprises an upper prefabricated column and a lower prefabricated column, wherein a first reserved hole is formed in the lower end of the upper prefabricated column, a second reserved hole is formed in the upper end of the lower prefabricated column, the firstreserved hole and the second reserved hole are opposite to each other, an enclosed area is used for placing a shear resistant mechanism and pouring mortar, a connecting box and a first longitudinal rib are arranged in the upper prefabricated column, a second longitudinal rib is arranged in the lower prefabricated column, and a top plate and a bottom plate of the connecting box are correspondinglyconnected with the first longitudinal rib and the second longitudinal rib; the construction method comprises the following steps that a, the end head of the first longitudinal rib is screwed into aninner threaded hole; b, the shear resistant mechanism is placed in the first reserved hole and the second reserved hole; c, the second longitudinal rib penetrates through a bottom plate hole and is fixed by a bolt; and d, the mortar is filled through a first reserved hole channel and a second reserved hole channel. According to the self-supporting semi-dry method prefabricated column connection and the construction method thereof, the anti-seismic performance of a prefabricated column connecting node can be basically equivalent to that of a cast-in-place column, a design method of the cast-in-place column can be used continuously, and the engineering design is facilitated.

Description

technical field [0001] The invention relates to the connection of prefabricated reinforced concrete components, in particular to a self-supporting semi-dry prefabricated column connection and a construction method thereof. Background technique [0002] With the transformation and upgrading of the construction industry, prefabricated buildings have attracted more and more attention from the engineering community. As a form of industrialized structure, prefabricated concrete frame structure is widely used in various residential buildings, office buildings and other buildings. For prefabricated concrete frame structures, the connection performance between prefabricated columns plays a vital role in the bearing capacity of the overall structure. [0003] From the perspective of construction methods, the connection between prefabricated columns can be divided into "wet connection" and "dry connection". Among them, the "wet connection" prefabricated column usually has the same c...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04C3/34E04B1/21
CPCE04B1/215E04C3/34
Inventor 王春林卿缘何斌曾滨
Owner SOUTHEAST UNIV
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