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Method for lifting concrete in ultrahigh reducing steel pipe column

A construction method and technology of concrete roof, applied in the direction of construction, building structure, etc., can solve the problems of jacking failure and low success rate, and achieve the effects of high construction efficiency, reduced friction resistance, and easy guarantee of project quality.

Active Publication Date: 2013-07-10
中建六局第一建设有限公司 +1
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  • Abstract
  • Description
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  • Application Information

AI Technical Summary

Problems solved by technology

[0002] At present, the general height of concrete jacking construction in domestic steel pipe columns is less than 30 meters, and a few ultra-high concrete jacking constructions in steel pipe columns with a height of more than 30 meters mostly use the segmented jacking method, and the success rate of one-time jacking is not high. high
And when jacking concrete, the weld connecting the steel pipe column and the feed pipe is sometimes torn, causing jacking failure

Method used

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  • Method for lifting concrete in ultrahigh reducing steel pipe column
  • Method for lifting concrete in ultrahigh reducing steel pipe column
  • Method for lifting concrete in ultrahigh reducing steel pipe column

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Embodiment Construction

[0021] In order to further understand the content of the invention, features and effects of the present invention, the following examples are hereby described in detail as follows:

[0022] See Figure 1 to Figure 5 , the height of the concrete steel pipe column 7 of a certain project is greater than 33m, which belongs to the ultra-high variable-diameter steel pipe column. The middle section of the pipe fitting is a cylindrical section 3, and the outer diameter of the cylindrical section 3 is the same as the inner diameter of the steel pipe 4 forming the steel pipe column. The two ends of the cylindrical section 3 are tapered connecting sections 1 that gradually shrink. The annular reinforced flat plate 5 has a plurality of evenly distributed reinforced vertical plates 2 above and below the annular reinforced flat plate 5, and each reinforced vertical plate 2 is integrally formed on the inner wall of the pipe fitting along the radial direction of the inner circle of the pipe f...

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Abstract

The invention discloses a method for lifting concrete in an ultrahigh reducing steel pipe column. The method includes the steps of firstly, pumping water, performing pressuring and lifting with the water instead of concrete until the water overflows out of the top of the column, making small holes at the bottom of the column to discharge the water after lifting and pressuring, and soldering the small holes; secondly, lifting at one cubic meter of cement mortar, lifting concrete closely following the cement mortar, making a runner in the front of the cement mortar, and lifting the concrete once. The inner surface of the steel pipe column is lubricated by pumping the water first and making the front runner with the cement mortar, resistance of friction between the concrete and the inner surface of the steel pipe column is reduced greatly, and the concrete following the cement mortar can be lifted smoothly. Therefore, the method allows the concrete in the ultrahigh reducing steel pipe column to be lifted once, construction efficiency is high, and construction quality is guaranteed easily.

Description

technical field [0001] The invention relates to a concrete jacking construction method, in particular to a concrete jacking construction method in a super-high variable-diameter steel pipe column. Background technique [0002] At present, the general height of concrete jacking construction in domestic steel pipe columns is less than 30 meters, and a few ultra-high concrete jacking constructions in steel pipe columns with a height of more than 30 meters mostly use the segmented jacking method, and the success rate of one-time jacking is not high. high. And when concrete is jacked up, the weld seam connecting the steel pipe column and the feed pipe is sometimes torn, causing jacking failure. [0003] See figure 1 and figure 2 , a single steel pipe column in a project has a height of 66 meters and is connected by lining stiffening connecting pipe fittings. The middle section of the lined stiffening connection pipe fitting is a cylindrical section 3, the outer diameter of w...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/35
Inventor 郭颖杨太洲余流张云富赵国录
Owner 中建六局第一建设有限公司
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