CN101956466A

CN101956466A - Technical method for finishing vertical lifting in integral translation process of building

Info

Publication number: CN101956466A
Application number: CN 201010278740
Authority: CN
Inventors: 董国伟; 董婷婷; 董娜; 董兰田
Original assignee: Individual
Current assignee: Individual
Priority date: 2010-09-13
Filing date: 2010-09-13
Publication date: 2011-01-26

Abstract

The invention provides a technical method for finishing vertical lifting in the integral translation process of a building, which belongs to constructional engineering. The method is characterized by obliquely cutting a building so that a lower walking rail of a building is translated from the original foundation near side to the new building foundation far side to achieve an oblique integral straight lower walking rail with designed height. The ascending or descending of the building are simultaneously finished in the translation process; and compared with the prior art, the invention avoids multiple procedures and processes of front or back vertical lifting of the integral translation of the building, has the obvious advantages of reasonable concept, simplified procedure, convenient operation, safety, stability, cost reduction, project period shortening, and the like and is especially suitable for a building integral translation case with a large specific value of translation distance to lifting amplitude, thereby having favorable popularization and use value.

Description

Finish the technical method of vertical lift in the building integrated translation process

One, technical field:

The invention provides the technical method of finishing vertical lift in a kind of building integrated translation process, belong to construction work.

Two, background technology:

Raise behind the building integrated translation under the prior art or reduce, adopt the synchronously vertical pushing tow of many jack to finish, though this technical scheme is intuitively obvious, the lifting amplitude is easily controlled, and has the following disadvantages and defective.

1, in lifting of jack pushing tow or the infall process, building is supported by jack fully, poor stability, and the risk height, still it is like this as unexpected abominable meteorologic factor.

2, the arrangement of heavy many jack with operate that not only engineering quantity is big, and with high content of technology, requirement is many, standard is tight.

3, owing to above reason, cause the technology of engineering, human and material resources to have high input, long in time limit, the cost height is particularly lifted, range of decrease degree is big, needs under the classification performance above problem more outstanding.

Though 4, this kind technology is easy to finish the vertical lifting needs of building, in the vertical sedimentation process of building, the difficulty of existence, problem and risk are more.

Three, summary of the invention:

The objective of the invention is provides the technical method of finishing vertical lift in a kind of building integrated translation process at above deficiency and defective.

Its technical scheme is: the technical method of finishing vertical lift in a kind of building integrated translation process, comprise former basis, incised layer, newly-built basis, under walk track, on walk track and underpinning, it is characterized in that at first selecting building a bit and after the translation to establish a straight line as reference line between the same position point of building new address, determine to walk under article one the trend and the inclination angle of track with this, and determine at grade to walk track under other parallel with it each bars, make progress as center line, go out incised layer at former basic subscript downwards, and be interrupted by stages and excise, be interrupted simultaneously by stages build underpinning and underpinning lower edge on walk track and under walk track, and make it to form complete separately unified integral body, build the same period newly-built basis and translation by way of all under walk track and pushing tow and support, the build process is mid-goes into to underpin basis and the Whole translation supporting plate creeper truck of building of time walking between track to be interrupted by stages, or vertical lifting building insert down track and on the roller bearing walked between the track be the translation instrument, with the jack synchronous pushs of many unified controls or rolling building to newly-built basis, building is in place after finishing translation with opposite program, and with the docking of newly-built basis.

The technical method of finishing vertical lift in the building integrated translation process of the present invention compared with prior art, adopt the translation of oblique inclination angle, make that translation and lifting are disposable to be finished, the heavy multiprogram and the process of having evaded the front or rear vertical lift of building integrated translation, has reasonable idea, program simplification, easy to operate, safety and stability, reduce cost, remarkable advantages such as reduction of erection time are particularly useful for the big building integrated translation case of translation distance and heave amplitude ratio, thereby have good value for applications.

Four, description of drawings:

Accompanying drawing 1 is for finishing the side schematic view of the technical method of vertical lift in the building integrated translation process.

Reference numeral: ground 1, former basic 2, incised layer 3, roller bearing 4, newly-built basic 5, down walk track 6, on walk track 7, underpinning 8, pushing tow and support 9.

Five, the specific embodiment:

Below by specific embodiment, and in conjunction with the accompanying drawings, technical method of the present invention is further described:

Finish the technical method of vertical lift in the building integrated translation process of the present invention, comprise former basic 2, incised layer 3, newly-built basic 5, under walk track 6, on walk track 7 and underpinning 8, at first select building a bit and after the translation to establish a straight line as reference line between the same position point of building new address during enforcement, move towards position and inclination angle with what this determined to walk under article one of building one side track, and determine at grade to walk track 6 under other parallel with it each bars, make progress as center line, go out incised layer 3 at former basic subscript downwards, and be interrupted by stages and excise, be interrupted simultaneously by stages build underpinning 8 and underpinning 8 lower edges on walk track 7 and under walk track 6, and make it to form complete separately unified integral body, build the same period newly-built basic 5 and translation by way of all under walk track 6 and pushing tow and support 9, to be interrupted the mid-Whole translation supporting plate creeper truck of building of going into to underpin basis 8 and walking 6 of tracks down of build process by stages, or vertical lifting building insert down track 6 and on the roller bearing 4 walked between the track 7 be the translation instrument, with the jack synchronous pushs of many unified controls or rolling building to newly-built basic 5, finish translation with opposite program after building in place, with newly-built basic 5 dock.

Except that the described technical characterictic of manual, be the known technology of those skilled in the art.

Claims

1. finish the technical method of vertical lift in the building integrated translation process, it is characterized in that comprising former basis, incised layer, newly-built basis, under walk track, on walk track and underpinning, at first select building a bit and after the translation to establish a straight line as reference line between the same position point of building new address, determine to walk under article one the trend and the inclination angle of track with this, and determine at grade to walk track under other parallel with it each bars, make progress as center line, go out incised layer at former basic subscript downwards, and be interrupted by stages and excise, be interrupted simultaneously by stages build underpinning and underpinning lower edge on walk track and under walk track, and make it to form complete separately unified integral body, build the same period newly-built basis and translation by way of all under walk track and pushing tow and support, the build process is mid-goes into to underpin basis and the Whole translation supporting plate creeper truck of building of time walking between track to be interrupted by stages, or vertical lifting building insert down track and on the roller bearing walked between the track be the translation instrument, with the jack synchronous pushs of many unified controls or rolling building to newly-built basis, with opposite program finish building after the translation in place with the docking of newly-built basis.