Building moving method

A technology of buildings and airbags, applied in the field of building relocation, can solve problems such as long construction period, many jacking points, and high risks, and achieve the effects of reducing construction procedures, avoiding construction waste, and large bearing area

Inactive Publication Date: 2009-04-29
钟爱民
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Rollers (rollers) or sliding shoes (skateboards) are in rigid contact with the building base and guide rails, and the load is concentrated. This method requires high rigidity and flatness of the guide rails, the foundation beams of the guide rails, and the building base. It is very difficult to lay the beams and guide rails until the completion of the demolition; the foundation load-bearing requirements of the hydraulic jacking point are high, and there are many jacking points; the risk is high during the construction process, and it is easy to cause damage to the building, so the height and volume of the moving building Restricted, it can only be relocated horizontally, and the distance of relocation should not be too far, and it is not suitable for turning relocation. The long construction period and high cost also restrict the popularization of building relocation

Method used

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Embodiment Construction

[0032] Examples such as figure 1 As shown, the foundation of the underground part of the building 1 is cut off in order; the ground of the building 1 is excavated to leave a space for pouring the building base 2; Vertical to the migration direction Q of the building; cover the airbag 3 with a base plate for pouring concrete of the particleboard type, bind steel bars, and pour concrete. The above work will be carried out in multiple stages, and the base will be built as a whole; Two traction rings 4, the tensile strength of the traction ring 4 is about 3% of the weight of the building 1; the building traction channel 5 is compacted, and concrete is poured according to the future use of the migration channel 5 or asphalt pavement, etc., the plane of the channel 5 ground The error is not greater than 150mm, and the bearing capacity is 30t / m 2 Left and right, and a slope less than 1:30 is allowed; the foundation of the new location of the building is constructed; ground anchors, ...

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Abstract

The invention relates to a building transfer method. The invention aims to solve the problem that new technology of using air bag to bear building for transfer is utilized to replace the modes of hydraulic lifting-up and roller (rolling wheel) or sliding shoes (sliding plate) with guide rail moving in prior art without using the guide rail and pouring base beam, and achieves the purposes of shortening building transfer engineering period and reducing the construction risk and cost. The concrete technical scheme is that: air bags are used as tool for lifting up and moving the building, a plurality of air bag 3 are arranged under the base 2 of a building 1 with processed base, the axes of the air bags 3 are vertical to the transfer direction Q; the traction passage 5 of the building is tamped, the ground plane error of the traction passage is not more than 150mm, the bearing capacity is about 30 t/m<2>, and the passage can have a gradient less than 1:30; and after the air bags 3 are inflated, the building is lift up, traction rings 4 are pre-embedded on the base, and the air bags roll under the traction of mechanical equipment to transfer the building to a base at new position.

Description

technical field [0001] The invention relates to a building transfer method, which belongs to the field of construction. Background technique [0002] There are many successful cases of building migration and patents related thereto, and its method is nothing more than adopting hydraulic jacking, roller (roller) or sliding shoe (skateboard) to add modes such as the walking of guide rail. Rollers (rollers) or sliding shoes (skateboards) are in rigid contact with the building base and guide rails, and the load is concentrated. This method requires high rigidity and flatness of the guide rails, the foundation beams of the guide rails, and the building base. It is very difficult to lay the beams and guide rails until the completion of the demolition; the foundation load-bearing requirements of the hydraulic jacking point are high, and there are many jacking points; the risk is high during the construction process, and it is easy to cause damage to the building, so the height and ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G23/06
Inventor 钟爱民
Owner 钟爱民
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