阅读说明：本技术 一种拖车爬坡建筑物移位方法 (Trailer climbing building displacement method ) 是由 贾强 张鑫 于 2019-09-23 设计创作，主要内容包括：本发明公开了一种拖车爬坡建筑物移位方法,通过改变拖车底盘与拖车平台的夹角,并布置倾斜的移位坡道作为平移轨迹,使拖车沿移位坡道爬升的过程中,建筑物和托换结构保持水平状态,从而整个位移过程中避免了建筑物的倾斜,建筑物保持水平状态,防止爬坡产生的倾斜引起附加内力,避免了因附加内力导致的建筑物结构损伤,防止建筑物从拖车上滑落,提高挪移过程中的稳定性和安全性,最大程度地保护了建筑物的结构。(The invention discloses a trailer climbing building displacement method, which is characterized in that an included angle between a trailer chassis and a trailer platform is changed, and an inclined displacement ramp is arranged as a translation track, so that the building and a underpinning structure are kept in a horizontal state in the process of climbing a trailer along the displacement ramp, the building is prevented from inclining in the whole displacement process, the building is kept in the horizontal state, additional internal force caused by inclination generated by climbing is prevented, the structural damage of the building caused by the additional internal force is avoided, the building is prevented from sliding off the trailer, the stability and the safety in the moving process are improved, and the structure of the building is protected to the greatest extent.)

1. a trailer climbing building displacement method is characterized by comprising the following steps:

excavating the side face of the displacement building, arranging a underpinning structure to be fixedly connected with the building, cutting off a building foundation below the underpinning structure, and supporting the building by matching the underpinning structure with a supporting piece below the underpinning structure;

arranging a displacement ramp between a displacement end point and a displacement start point;

The trailer moves to the lower part of the underpinning structure along the slope, so that the chassis of the trailer is kept parallel to the shifting slope;

A jacking mechanism is arranged between the trailer chassis and the trailer platform, the jacking mechanism is adjusted to enable the trailer platform to horizontally contact and support the underpinning structure and the building, and the supporting piece is removed;

And (4) driving the trailer to run along the shifting ramp, and moving the building together with the underpinning structure from the shifting starting point to the shifting end point in a horizontal state.

2. The trailer ramp building displacement method of claim 1, wherein the support member is rearranged to support the underpinning structure and the building after the building reaches the displacement end;

Adjusting the jacking mechanism to separate the trailer platform from the underpinning structure and drive the trailer away from the lower part of the underpinning structure;

Laying a new foundation on a ramp right below the underpinning structure, and changing the ramp at the displacement end point into a horizontal plane;

The new foundation is attached to the building, so that the new foundation supports the underpinning structure and the building;

and removing the support piece to finish the displacement.

3. The method of displacing a trailer ramp building as claimed in claim 2 wherein the leveling of the slope cast concrete is performed while laying the foundation at the displacement end point.

4. A method of displacing a trailer ramp building as claimed in claim 3 wherein the building is placed on a new foundation and the underpinning structure and the new foundation are reinforced.

5. the trailer ramp building displacement method as claimed in claim 1, wherein when the building is excavated, the earth around the foundation of the building is excavated, and the underpinning structure is arranged at the side of the foundation of the building, and can stably bear the whole building.

6. a method as claimed in claim 5 wherein the underpinning structure is arranged and then cut off from the underlying foundation along the bottom of the underpinning structure, the underpinning structure engaging the support members to carry the building.

7. a method of displacing a trailer ramp building as claimed in claim 6 wherein the length of said underpinning structure in the direction of the width of the ramp is greater than the width of the trailer for enabling the trailer to travel under the underpinning structure after it has engaged the support member.

8. the trailer ramp building displacement method of claim 1, wherein the displacement ramp is an inclined plane with a constant slope from the displacement start point to the displacement end point.

9. the method as claimed in claim 1, wherein the plurality of jacking mechanisms are uniformly distributed between the trailer chassis and the trailer platform, and the stroke of the jacking mechanisms can be independently controlled to change the included angle between the trailer chassis and the trailer platform.

10. a method as claimed in any one of claims 1 to 9 wherein said support member is a jacking member enabling elevation and lowering adjustment of the height of the underpinning structure.

Technical Field

the application relates to the field of building moving, in particular to a trailer climbing building moving method.

Background

at present, building displacement engineering plays an important role in the fields of urban removal and transformation, existing building protection and the like; the trailer can be used for remotely displacing a building with a certain weight.

the inventor finds that if the building tilts in the process of moving by using a trailer, the internal structure of the building is damaged or even the main structure of the building is damaged due to additional internal force generated by the tilting of the main body in the building; at the same time, a large incline can cause the building to slip off the trailer. Therefore, the building is kept in a horizontal state during the moving process, which is easy to realize for the moving of buildings with equal height or small slope, but some buildings built at rivers, lakes and seasides need to leave the water side during the moving process and move the building to a destination higher than the original position from the perspective of environmental protection, flood control and tide protection, the slope is large in the whole process, and if the trailer is directly used for moving, the large inclination angle deviation of the building can be caused, and the whole structure of the building is endangered.

Disclosure of Invention

The utility model aims at the defect that prior art exists, provide a trailer climbing building displacement method, through the contained angle that changes trailer chassis and trailer platform to arrange the aversion ramp of slope as the translation orbit, make the in-process that the trailer climbed along the aversion ramp, building and underpinning structure keep the horizontality, thereby the slope of building has been avoided to whole displacement in-process, has improved the stability of building translation in-process.

In order to realize the purpose, the following technical scheme is adopted:

a trailer ramp building displacement method comprising the steps of:

Excavating the side face of the displacement building, arranging a underpinning structure to be fixedly connected with the building, cutting off a building foundation below the underpinning structure, and supporting the building by matching the underpinning structure with a supporting piece below the underpinning structure;

Arranging a displacement ramp between a displacement end point and a displacement start point;

The trailer moves to the lower part of the underpinning structure along the slope, so that the chassis of the trailer is kept parallel to the shifting slope;

a jacking mechanism is arranged between the trailer chassis and the trailer platform, the jacking mechanism is adjusted to enable the trailer platform to horizontally contact and support the underpinning structure and the building, and the supporting piece is removed;

and (4) driving the trailer to run along the shifting ramp, and moving the building together with the underpinning structure from the shifting starting point to the shifting end point in a horizontal state.

further, after the building reaches the displacement end point, the support piece is rearranged to support the underpinning structure and the building;

adjusting the jacking mechanism to separate the trailer platform from the underpinning structure and drive the trailer away from the lower part of the underpinning structure;

Laying a new foundation on a ramp right below the underpinning structure, and changing the ramp at the displacement end point into a horizontal plane;

the new foundation is attached to the building, so that the new foundation supports the underpinning structure and the building;

And removing the support piece to finish the displacement.

Further, when the foundation is laid at the displacement end point, leveling is performed on the slope pouring concrete.

furthermore, after the building is placed on the new foundation, the underpinning structure and the new foundation are reinforced.

Furthermore, when the building is excavated, soil around the building foundation is excavated, the underpinning structure is arranged on the side surface of the building foundation, and the underpinning structure can stably bear the whole building.

Furthermore, after the underpinning structure is arranged, the building and the lower foundation are cut off along the bottom of the underpinning structure, and the underpinning structure is matched with the supporting piece to bear the building.

Further, the length of the underpinning structure in the width direction of the ramp is larger than the width of the trailer, so that the trailer can move to the lower part of the underpinning structure after the underpinning structure is matched with the supporting piece.

further, the shifting ramp is an inclined plane from the shifting starting point to the shifting end point, and the gradient is unchanged.

Further, climbing mechanism has a plurality ofly, and evenly distributed is between trailer chassis and trailer platform, and climbing mechanism's action stroke can be controlled alone for realize changing the contained angle between trailer chassis and the trailer platform.

furthermore, the supporting piece is a jacking element, so that the height of the underpinning structure can be adjusted by lifting and falling.

compared with the prior art, the application has the advantages and positive effects that:

(1) by arranging the slope and the trailer with the variable angle of the supporting platform, the building is kept in a horizontal state in the process of moving the building, additional internal force caused by inclination generated by climbing is prevented, structural damage of the building caused by the additional internal force is avoided, the building is prevented from sliding off the trailer, the stability and the safety in the moving process are improved, and the structure of the building is protected to the greatest extent;

(2) The plurality of jacking mechanisms are uniformly distributed between the trailer chassis and the trailer platform, and the action stroke of each jacking mechanism can be independently controlled to change the included angle between the trailer chassis and the trailer platform, so that the height from the front and the rear of the trailer platform to the trailer chassis is changed, and the trailer platform can provide stable horizontal support for a building; according to the difference of the gradient, the distance between the trailer platform at the front and the rear and the trailer chassis is properly adjusted;

(3) the plane width of underpinning structure should be greater than the trailer width of shifting to support piece when underpinning structure is peripheral to support the underpinning structure, the trailer can get into underpinning structure below, makes things convenient for arranging and bearing of trailer.

Drawings

the accompanying drawings, which are incorporated in and constitute a part of this application, illustrate embodiments of the application and, together with the description, serve to explain the application and are not intended to limit the application.

FIG. 1 is a schematic view of a front elevation of a building before displacement according to embodiment 1 of the present application;

FIG. 2 is a schematic view of a displaced front side elevation of a building according to embodiment 1 of the present application;

FIG. 3 is an elevation view of an underpinning structure, support members and construction ramp arrangement of embodiment 1 of the present application;

FIG. 4 is a side view of an underpinning structure, support members and construction ramp arrangement of embodiment 1 of the present application;

FIG. 5 is an elevation view of a trailer according to example 1 of the present application positioned beneath a building underpinning structure;

FIG. 6 is a side view of a trailer according to example 1 of the present application positioned under a building underpinning structure;

FIG. 7 is an elevation view of the trailer platform carrying the building and the underpinning structure of embodiment 1 of the present application;

FIG. 8 is a side view of the trailer platform carrying the building and the underpinning structure of embodiment 1 of the present application;

FIG. 9 is a schematic view of the trailer platform of embodiment 1 of the present application during initial climbing along a ramp;

FIG. 10 is a schematic view of the trailer platform climbing along a ramp to the top of a slope according to the embodiment 1 of the present application;

FIG. 11 is a schematic view of the re-fitting of the underpinning structure and the supporting member in embodiment 1 of the present application;

FIG. 12 is a schematic view of the trailer of example 1 of the present application after it has been withdrawn from beneath the underpinning structure;

FIG. 13 is a schematic view of casting leveling under the underpinning structure according to the embodiment 1 of the present application;

fig. 14 is a schematic view of the building installed at the end of the displacement according to example 1 of the present application.

In the figure: 1-displacement of buildings; 2-underpinning structure; 3-a support member; 4-a shifting ramp; 5-trailer wheels; 6, a jacking mechanism; 7-trailer chassis; 8-trailer platform; 9-concrete foundation.

Detailed Description

It should be noted that the following detailed description is exemplary and is intended to provide further explanation of the disclosure. Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this application belongs.

It is noted that the terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting of example embodiments according to the present application. As used herein, the singular forms "a", "an", and/or "the" are intended to include the plural forms as well, and it should be understood that when the terms "comprises" and/or "comprising" are used in this specification, they specify the presence of stated features, steps, operations, devices, components, and/or combinations thereof;

For convenience of description, the words "up", "down", "left" and "right" in this application, if any, merely indicate correspondence with the directions of up, down, left and right of the drawings themselves, and do not limit the structure, but merely facilitate the description of the invention and simplify the description, and do not indicate or imply that the referenced device or element must have a particular orientation, be constructed and operated in a particular orientation, and therefore should not be construed as limiting the application.

the terms "mounted", "connected", "fixed", and the like in the present application should be understood broadly, and for example, the terms "mounted", "connected", and "fixed" may be fixedly connected, detachably connected, or integrated; the two components can be connected mechanically or electrically, directly or indirectly through an intermediate medium, or connected internally or in an interaction relationship, and the terms used in the present invention should be understood as having specific meanings to those skilled in the art.

As described in the background art, when a building is inclined during the moving process by using a trailer, an additional internal force is generated in the building due to the inclination of a main body, so that the internal structure of the building is damaged, and even the main body structure is damaged; at the same time, a large incline can cause the building to slip off the trailer. Therefore, in the moving process of the building, a horizontal state is required to be maintained, which is easy to realize for the moving of the building with equal height or a small slope, but some buildings built at rivers, lakes and seasides need to leave the waterside when the building is moved, and the building needs to be moved to a destination higher than the original position from the perspective of environmental protection, flood control and moisture protection, the slope is larger in the whole process, if the trailer is directly used for moving, the displacement of the building with a larger inclination angle can be caused, the whole structure of the building is endangered, and aiming at the technical problems, the application provides a trailer climbing building displacement method.