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Method for jacking rectification of building

A building and jacking technology, applied in the field of jacking and rectification, can solve the problems of building integrity, safety, adverse effects on reliability, long construction period, damage to structural columns or shear walls, etc., and achieve a simple hole sealing method , Simple construction and great jacking force

Inactive Publication Date: 2020-07-14
SHANGHAI CHANGKAI GEOTECHN ENG
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0005] These two methods have damaged structural columns or shear walls, which need to be repaired later, which not only has a negative impact on the integrity, safety, and reliability of the house, but also has a long construction period

Method used

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  • Method for jacking rectification of building
  • Method for jacking rectification of building

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Embodiment Construction

[0028] According to the attached figure 1 with figure 2 , give a preferred embodiment of the present invention, and give a detailed description, so that the functions and characteristics of the present invention can be better understood.

[0029] see figure 1 with figure 2 , a method for rectifying a building jacking according to an embodiment of the present invention, comprising the steps of:

[0030] S1: Set up a newly added cap 1, and reserve a pressure pile hole 2 for the newly added cap 1.

[0031] S2: Reliably connect the newly added platform 1 to the original platform 3.

[0032] In step S2, the newly added cap 1 is reliably connected to the original cap 3 by means of planting reinforcement and chiseling.

[0033] S3: Construct an anchor static pressure pile in the pressure pile hole 2 .

[0034] The S3 step further includes the steps of:

[0035] S31: Construct an anchor static pressure pile in the pressure pile hole 2;

[0036] S32: A supplementary pile 4 is...

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Abstract

The invention provides a method for jacking rectification of a building. The method includes the following steps that S1, a newly added bearing platform is arranged, the newly added bearing platform reserves a pile pressing hole; S2, the newly added bearing platform is reliably connected with an original bearing platform; S3, an anchor rod static pressure pile is constructed in the pile pressing hole; S4, the newly added platform and the original bearing platform are supported by a jacking system and the anchor rod static pressure pile; S5, an original pile of the original bearing platform iscut off; S6, the newly added platform and the original bearing platform are jacked by the jacking system; S7, a gap below the newly added platform and the original bearing platform is fully filled; and S8, the pile pressing hole is sealed. According to the method for jacking rectification of the building, the damage to the building caused by jacking is reduced, damage to an original structure of the building is not required, and the safety is relatively high.

Description

technical field [0001] The invention relates to the technical field of jacking and rectifying, in particular to a method for jacking and rectifying a building. Background technique [0002] Current jacking correction methods include: [0003] 1. In the area where the settlement is relatively large, the structural column is underpinned first, then the column is cut off, and a jack is put into it for lifting. After the deflection is corrected to meet the design requirements, the jack is removed and the structural column is restored. [0004] 2. Cut out a hole in the shear wall in the side area where the settlement is large, put in a jack for underpinning, then cut off the remaining shear wall, and start jacking. After the jacking is completed, remove the jack and restore the shear wall. [0005] These two methods have damaged structural columns or shear walls, which need to be repaired later, which not only has a negative impact on the integrity, safety, and reliability of th...

Claims

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Application Information

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IPC IPC(8): E02D35/00E02D37/00E02D5/64
CPCE02D5/64E02D35/005E02D37/00E02D2220/00E02D2250/003E02D2600/20
Inventor 张勤羽郭俊杰顾国荣杨砚宗宋翔东朱悦铭刘华亭王鹏
Owner SHANGHAI CHANGKAI GEOTECHN ENG
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