Displacement structure for building

Abstract

The utility model relates to the technical field of building construction, in particular to a building shifting structure which comprises a track beam, a rolling shaft assembly, an underpinning beam and a first pushing assembly, the track beam is installed on the ground with different heights, the underpinning beam is used for being connected with a building to be shifted, and the rolling shaft assembly is clamped between the track beam and the underpinning beam. The rolling shaft assembly comprises a plurality of first rolling shafts and second rolling shafts which are different in diameter, and when the height difference of the track beam is generated, the height difference of the track beam can be offset through the diameter difference of the first rolling shafts and the second rolling shafts, so that the sides, away from the track beam, of the first rolling shafts and the second rolling shafts form a horizontal conveying face. And therefore, the to-be-shifted building is shifted in the horizontal direction, and the stability of the building in the shifting process is improved.

Description

Technical Field

[0001] The utility model relates to the technical field of building construction, in particular to a displacement structure for construction. Background Art

[0002] In recent years, the technology of overall building displacement has been widely used in the field of construction. The existing technology usually involves laying track beams on the ground, installing support beams under the building, and setting roller assemblies between the track beams and the support beams. Finally, a pushing assembly is used to push the support beams above the roller assemblies relative to the track beams, thereby driving the building to move.

[0003] However, since there are often differences in terrain at different locations on the construction ground, the surface of the track beam is prone to unevenness when laying the track beam on the ground. Since the existing roller assembly is composed of multiple rollers with the same diameter, when multiple rollers are laid on the track beam, due to the unevenness of the upper surface of the track beam, a height difference will be generated on the side of the multiple rollers above the track away from the track beam, thereby greatly reducing the stability of the building displacement. Utility Model Content

[0004] The main purpose of the utility model is to propose a displacement structure for a building, aiming to solve the problem that the existing building displacement structure is prone to height differences due to terrain reasons during installation, resulting in instability during the building displacement process.

[0005] To achieve the above-mentioned purpose, the present invention proposes a displacement structure for construction, comprising:

[0006] A track beam, the track beam is used to be installed on the ground at different heights, and the track beam extends along a first direction;

[0007] a roller assembly, the roller assembly comprising a plurality of first rollers and a plurality of second rollers, the plurality of first rollers and the plurality of second rollers being spaced apart along the first direction on the track beam, and forming a conveying surface on a side of the plurality of first rollers and the plurality of second rollers facing away from the track beam, the diameters of the first rollers and the second rollers being different so that the conveying surface is parallel to a horizontal plane;

[0008] an underpinning beam, the underpinning beam being used to be connected to the building to be displaced, the underpinning beam being in movable contact with the conveying surface; and

[0009] The first pushing assembly is used to push the replacement beam to drive the building to be displaced to move along the conveying surface.

[0010] In one embodiment, the diameters of the plurality of first rollers are the same;

[0011] And / or, the diameters of the plurality of second rollers are the same.

[0012] In one embodiment, the roller assembly further includes a plurality of third rollers and a plurality of fourth rollers, and the plurality of third rollers and the plurality of fourth rollers are arranged at intervals on the track beam along the first direction, and the diameters of the plurality of fourth rollers, the plurality of third rollers, the plurality of second rollers and the plurality of first rollers increase successively, so that the plurality of first rollers, the plurality of second rollers, the plurality of third rollers and the plurality of fourth rollers form a horizontal conveying surface on the side facing away from the track beam.

[0013] In one embodiment, each of the first rollers or each of the second rollers is detachably mounted on the track beam.

[0014] In one embodiment, the track beam is provided with a plurality of spaced-apart limiting portions along the first direction, each of the limiting portions forms a limiting groove, and each of the first rollers or each of the second rollers is limited in the limiting groove.

[0015] In one embodiment, the first roller or the second roller comprises:

[0016] a cylinder, wherein the cylinder is formed with a hollow cavity extending along its length;

[0017] a first reinforcing rib, the first reinforcing rib being disposed in the hollow cavity and extending along the axial direction of the hollow cavity;

[0018] a second reinforcing rib disposed in the hollow cavity, extending in an axial direction perpendicular to the hollow cavity, and connected to an inner wall of the hollow cavity; and

[0019] A filler is filled in the hollow cavity and wraps the first reinforcing rib and the second reinforcing rib.

[0020] In one embodiment, the track beam includes two track beam bodies and a plurality of reaction piles, the two track beam bodies are arranged at intervals and extend along the first direction, each track beam body is correspondingly provided with a plurality of reaction piles, and the plurality of reaction piles are arranged at intervals along the length direction of each track beam body, one end of the plurality of reaction piles is inserted into the ground, and the other end is abutted against each track beam body.

[0021] In one embodiment, the first pushing assembly is detachably mounted on the track beam and is movable along the first direction.

[0022] In one embodiment, the building displacement structure further includes a first pad. When the building to be displaced is moved to a designated position, the first pad is placed at the designated position so that the building to be displaced abuts against the first pad.

[0023] In one embodiment, the underpinning beam includes two underpinning beam bodies and two extensions, wherein the two underpinning beam bodies and the two extensions are both used to be connected to the periphery of the building to be displaced, the two underpinning beam bodies extend along the first direction, and the two extensions are respectively perpendicularly connected to the two ends of the two underpinning beam bodies;

[0024] The construction displacement structure further includes at least two second pushing assemblies, each of the second pushing assemblies includes a driving member and a second pad, the second pad is used to be placed on the ground, the driving member is provided on the second pad, and the conveying end of the driving member is provided with a pushing portion connected to the extension portion;

[0025] The driving member drives the pushing portion to move the underpinning beam and the building to be displaced away from the track beam, so that the roller assembly is placed on the track beam and located between the underpinning beam and the track beam.

[0026] The utility model proposes a displacement structure for a building, including a track beam, a roller assembly, a support beam and a first pushing assembly, wherein the track beam is installed on the ground at different heights, the support beam is used to connect the building to be displaced, and the roller assembly is clamped between the two. The roller assembly includes a plurality of first rollers and second rollers with different diameters. When a height difference occurs in the track beam, the height difference in the track beam can be offset by the difference in diameters of the first roller and the second roller, so that a horizontal conveying surface is formed on the side of the first roller and the second roller away from the track beam, thereby causing the building to be displaced to be displaced in the horizontal direction, thereby improving the stability of the building during the displacement process. BRIEF DESCRIPTION OF THE DRAWINGS

[0027] In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the following briefly introduces the drawings required for use in the embodiments or the description of the prior art. Obviously, the drawings described below are only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on the structures shown in these drawings without paying any creative work.

[0028] Figure 1 This is a schematic diagram of the combined structure of the building displacement structure and the building to be displaced of the utility model;

[0029] Figure 2 for Figure 1 A structural diagram of another embodiment from another perspective;

[0030] Figure 3 for Figure 2 An enlarged view of the structure of some parts of the embodiment;

[0031] Figure 4 for Figure 1 A schematic structural diagram of the roller assembly in the embodiment;

[0032] Figure 5 for Figure 1 Schematic diagram of the combined structure of the second jacking assembly and the replacement beam in the embodiment.

[0033] Description of Figure Numbers:

[0034] 10. Track beam; 11. Track beam body; 12. Reaction pile; 20. Roller assembly; 21. First roller; 211. Cylinder; 212. First reinforcement rib; 213. Second reinforcement rib; 214. Filler; 22. Second roller; 30. Support beam; 31. Support beam body; 32. Extension; 40. First jacking assembly; 50. First pad; 60. Second jacking assembly; 61. Driving member; 62. Second pad; 70. Building to be displaced.

[0035] The realization of the purpose, functional features and advantages of the present invention will be further explained in conjunction with embodiments and with reference to the accompanying drawings. DETAILED DESCRIPTION

[0036] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the embodiments described are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.

[0037] It should be noted that if the embodiments of the present invention involve directional indications (such as up, down, left, right, front, back, etc.), the directional indications are only used to explain the relative position relationship, movement status, etc. between the various components under a certain specific posture (as shown in the accompanying drawings). If the specific posture changes, the directional indications will also change accordingly.

[0038] In addition, if there are descriptions involving "first", "second", etc. in the embodiments of the present invention, the descriptions of "first", "second", etc. are only for descriptive purposes and cannot be understood as indicating or implying their relative importance or implicitly indicating the number of the indicated technical features. Therefore, the features specified as "first" or "second" may explicitly or implicitly include at least one of such features. In addition, the technical solutions between the various embodiments can be combined with each other, but this must be based on the fact that ordinary technicians in this field can implement them. When the combination of technical solutions is contradictory or cannot be implemented, it should be deemed that such a combination of technical solutions does not exist and is not within the scope of protection required by the present invention.

[0039] In recent years, the technology for overall building relocation has been widely used in the field of construction. The existing technology usually involves laying track beams on the ground, installing support beams under the building, and setting roller assemblies between the track beams and the support beams. Finally, a jacking assembly is used to push the support beams above the roller assemblies relative to the track beams, thereby driving the movement of the building. However, due to the terrain differences at different locations on the construction ground, the track beam surface is prone to unevenness when laying the track beams on the ground. Since the existing roller assemblies are composed of multiple rollers of the same diameter, when multiple rollers are laid on the track beams, the unevenness of the upper surface of the track beams will cause a height difference between the multiple rollers above the track and away from the track beam, thereby significantly reducing the stability of the building's displacement.

[0040] In order to solve the above problems, the present invention proposes a displacement structure for a building, which aims to solve the problem that the existing building displacement structure is prone to height differences due to terrain during installation, resulting in instability during the building displacement process.

[0041] like Figures 1 to 3 In one embodiment, the building displacement structure includes a track beam 10, a roller assembly 20, a replacement beam 30 and a first pushing assembly 40. The track beam 10 is used to be installed on the ground at different heights. The track beam 10 extends along a first direction. The roller assembly 20 includes a plurality of first rollers 21 and a plurality of second rollers 22. The plurality of first rollers 21 and the plurality of second rollers 22 are arranged at intervals on the track beam 10 along the first direction, and a conveying surface is formed on the side of the plurality of first rollers 21 and the plurality of second rollers 22 facing away from the track beam 10. The diameter of the first roller 21 and the diameter of the second roller 22 are different so that the conveying surface is parallel to the horizontal plane. The replacement beam 30 is used to be connected to the building 70 to be displaced. The replacement beam 30 is movably abutted against the conveying surface. The first pushing assembly 40 is used to push the replacement beam 30 to drive the building 70 to be displaced to move along the conveying surface.

[0042] In this embodiment, the first direction is the moving direction of the building 70 to be displaced, and the track beam 10 is made of high-strength material to ensure that it has sufficient load-bearing capacity and stability, thereby providing a stable foundation for the installation of the roller assembly 20 and the movement of the support beam 30. The roller assembly 20 includes a plurality of first rollers 21 and a plurality of second rollers 22, which are arranged at intervals along the first direction of the track beam 10 to form a continuous conveying surface. The diameters of the first roller 21 and the second roller 22 are different. This design is intended to ensure that the conveying surface can remain parallel to the horizontal plane, so that the building can be smoothly displaced even when the ground is uneven. The material of the roller assembly 20 is selected to be wear-resistant and have a high load-bearing capacity to ensure performance under long-term use. The supporting beam 30 is arranged at the bottom of the building 70 to be displaced. The supporting beam 30 serves as a stable platform during the movement of the building 70 to be displaced, which can reduce the vibration and shaking of the building 70 to be displaced during the movement and improve the smoothness of the movement process; the first pushing assembly 40 is composed of an electric hydraulic component and a reaction force bracket. One end of the electric hydraulic component is fixedly connected to the supporting beam 30, and the other end is fixedly connected to the reaction force bracket. The bottom end of the reaction force bracket is also fixedly connected to the track beam 10. When the building 70 to be displaced is horizontally pushed by the electric hydraulic component, the reaction force bracket can horizontally limit the electric hydraulic component and apply a corresponding reaction force to achieve the displacement of the building 70 to be displaced.

[0043] In other embodiments, pads may be laid under the track beam 10 to disperse the pressure of the track beam 10 on the ground.

[0044] The present utility model proposes a displacement structure for a building, including a track beam 10, a roller assembly 20, a supporting beam 30 and a first pushing assembly 40, wherein the track beam 10 is installed on the ground at different heights, the supporting beam 30 is used to connect the building 70 to be displaced, and the roller assembly 20 is clamped between the two. The roller assembly 20 includes a plurality of first rollers 21 and second rollers 22 with different diameters. When a height difference occurs in the track beam 10, the height difference in the track beam 10 can be offset by the difference in diameters of the first roller 21 and the second roller 22, so that the first roller 21 and the second roller 22 form a horizontal conveying surface on the side away from the track beam 10, thereby causing the building 70 to be displaced to be displaced in the horizontal direction, thereby improving the stability of the building during the displacement process.

[0045] like Figures 1 to 3 In one embodiment, the diameters of the plurality of first rollers 21 are the same;

[0046] And / or, the diameters of the plurality of second rollers 22 are the same.

[0047] In this embodiment, the diameters of the plurality of first rollers 21 are set to be the same, so as to ensure that the plurality of first rollers 21 placed on the ground at the same height can form a horizontal conveying surface, thereby improving the stability of the movement of the building 70 to be shifted.

[0048] With or without the above embodiment, the diameters of the plurality of second rollers 22 are also set to be the same, and their functions are the same as those of the above first rollers 21, which will not be described in detail here.

[0049] In one embodiment, the roller assembly 20 further includes a plurality of third rollers (not shown) and a plurality of fourth rollers (not shown), and the plurality of third rollers and the plurality of fourth rollers are arranged at intervals on the track beam 10 along the first direction, and the diameters of the plurality of fourth rollers, the plurality of third rollers, the plurality of second rollers 22 and the plurality of first rollers 21 increase successively, so that the plurality of first rollers 21, the plurality of second rollers 22, the plurality of third rollers and the plurality of fourth rollers form a horizontal conveying surface on the side facing away from the track beam 10.

[0050] In this embodiment, the building displacement structure is further provided with a third roller and a fourth roller to meet more complex ground conditions. For example, in this embodiment, if there are multiple levels of gradually increasing height differences on the ground, the combination of the first roller 21 and the second roller 22 cannot meet actual needs. Therefore, through the provision of the third roller and the fourth roller, the entire ground can be compensated by four rollers of different diameters, keeping the conveying surface always in a horizontal state, further improving the movement stability of the building 70 to be displaced.

[0051] In other embodiments, the building displacement structure may further be provided with more rollers with different diameters according to actual conditions to meet the movement stability of the building 70 to be displaced.

[0052] like Figures 1 to 3 In one embodiment, each first roller 21 or each second roller 22 is detachably mounted on the track beam 10 .

[0053] In this embodiment, the first roller 21 and the second roller 22 are directly laid on the track beam 10 for easy disassembly. During the displacement process, different terrains may be encountered or the position of the rollers may need to be adjusted to adapt to different support points. The rollers that are easy to disassemble can be quickly adjusted to their positions according to actual conditions. When the building is displaced, the above-mentioned roller setting method allows the rollers to be easily removed and stored, saving space and thereby improving work efficiency.

[0054] In one embodiment, the track beam 10 is provided with a plurality of limiting portions (not shown) spaced apart along the first direction, each limiting portion forming a limiting groove, and each first roller 21 or each second roller 22 is limited in the limiting groove.

[0055] In this embodiment, the limiting portion can be two steel plates, which are welded to the track beam 10 at intervals to form a limiting groove between the two plates. Each first roller 21 or each second roller 22 is placed in the limiting groove to achieve fixation.

[0056] In this embodiment, the first roller 21 or the second roller 22 is first placed at a designated location on the track beam 10, and then two steel plates are welded to its sides to achieve positional fixation. This position-limiting feature ensures the relative fixation of the rollers on the track beam 10, reducing potential roller deviation during displacement and thereby improving the stability of the entire displacement structure. Furthermore, by limiting the position of the rollers, it prevents them from accidentally falling off during displacement, reducing the risk of accidents. Furthermore, the position-limiting feature allows for more precise roller alignment, facilitating accurate displacement of buildings along a predetermined path.

[0057] like Figure 1 and Figure 4 In one embodiment, the first roller 21 or the second roller 22 includes a cylinder 211, a first reinforcing rib 212, a second reinforcing rib 213 and a filler 214. The cylinder 211 forms a hollow cavity extending along its length direction. The first reinforcing rib 212 is arranged in the hollow cavity and extends along the axial direction of the hollow cavity. The second reinforcing rib 213 is arranged in the hollow cavity and extends in a direction perpendicular to the axial direction of the hollow cavity and is connected to the inner wall of the hollow cavity. The filler 214 fills the hollow cavity and wraps the first reinforcing rib 212 and the second reinforcing rib 213.

[0058] In this embodiment, the first reinforcing rib 212 is arranged in the hollow cavity of the cylinder 211 and extends along the axial direction of the hollow cavity. The design of this reinforcing rib enhances the axial bearing capacity of the roller, enabling it to withstand greater pressure; the second reinforcing rib 213 extends in a direction perpendicular to the axial direction of the hollow cavity and is connected to the inner wall of the hollow cavity, thereby improving the radial strength of the roller and preventing the roller from deforming when bearing heavy pressure; the filler 214 is concrete. In this embodiment, concrete is poured into the hollow cavity, and the steel pipe applies a hoop constraint to the core concrete. The hoop effect of the steel pipe on the concrete increases the compressive strength of the concrete and transforms the concrete from a brittle material to a plastic material; in turn, the concrete inside the steel pipe improves the local stability of the thin-walled steel pipe, so that the yield strength of the steel pipe can be utilized to the maximum extent, thereby improving the structural stability of the first roller 21 or the second roller 22.

[0059] like Figures 1 to 5In one embodiment, the track beam 10 includes two track beam 10 bodies and a plurality of reaction piles 12. The two track beam 10 bodies are arranged at intervals and extend along a first direction. Each track beam 10 body is correspondingly provided with a plurality of reaction piles 12. The plurality of reaction piles 12 are arranged at intervals along the length direction of each track beam 10 body. One end of the plurality of reaction piles 12 is inserted into the ground, and the other end is in contact with each track beam 10 body.

[0060] In this embodiment, the arrangement of two track beams 10 effectively distributes the load of the building 70 to be displaced relative to the individual track beams 10. Furthermore, the dual track beams 10 provide a more stable support surface, reducing the sway and tilt of the building during movement and improving the stability of the overall structure. Furthermore, compared to a single track beam 10, the dual track beam 10 provides a greater load-bearing capacity, making it suitable for supporting heavier or larger buildings.

[0061] A plurality of reaction piles 12 are spaced apart below the main body of each track beam 10. The arrangement of the reaction piles 12 can significantly improve the stability of the main body of the track beam 10, and can effectively prevent the track beam 10 from sinking and tilting, especially when carrying heavy loads.

[0062] like Figures 1 to 5 In one embodiment, the first pushing assembly 40 can be detachably mounted on the track beam 10 and can move along the first direction.

[0063] In this embodiment, since the pushing distance of the first pushing assembly 40 is limited, after the building 70 to be displaced is pushed to a certain distance, the first pushing assembly 40 needs to be removed from the track beam 10 and then installed to a distance within which the building 70 to be displaced can be pushed, thereby realizing the phased pushing of the building 70 to be displaced.

[0064] like Figure 1 In one embodiment, the building displacement structure further includes a first pad 50 . When the building 70 to be displaced is moved to a designated position, the first pad 50 is placed at the designated position so that the building 70 to be displaced abuts against the first pad 50 .

[0065] In this embodiment, the first pad 50 is made of cast concrete. When the building 70 to be displaced is moved, the first pad 50 is installed under the building 70 to be displaced as a temporary support plate to reduce the local pressure of the building 70 to be displaced on the foundation and protect the foundation from damage.

[0066] like Figures 1 to 5In one embodiment, the underpinning beam 30 includes two underpinning beam bodies 30 and two extensions 32. The two underpinning beam bodies 30 and the two extensions 32 are both used to connect to the periphery of the building 70 to be displaced. The two underpinning beam bodies 30 extend along a first direction, and the two extensions 32 are respectively perpendicularly connected to the two ends of the two underpinning beam bodies 30.

[0067] The construction displacement structure further includes at least two second pushing assemblies 60, each of which includes a driving member 61 and a second pad 62, the second pad 62 being used to be placed on the ground, the driving member 61 being provided on the second pad 62, and the conveying end of the driving member 61 being provided with a pushing portion connected to the extension portion 32;

[0068] The driving member 61 drives the pushing portion to move the underpinning beam 30 and the building to be displaced 70 away from the track beam 10 , so that the roller assembly 20 is placed on the track beam 10 and located between the underpinning beam 30 and the track beam 10 .

[0069] In this embodiment, the underpinning beam 30 includes a main body of the underpinning beam 30 and an extension portion 32. The main body of the underpinning beam 30 is connected to the periphery of the structure 70 to be displaced and extends along a first direction. It serves as a medium for the structure 70 to be displaced to move relative to the track beam 10, thereby preventing the structure 70 from directly contacting the track beam 10 and causing damage to itself.

[0070] Since a roller assembly 20 is required between the main body of the underpinning beam 30 and the track beam 10, a second jacking assembly 60 is required to lift the building 70 to be displaced and the main body of the underpinning beam 30 connected to the side of the building 70 to be displaced. Therefore, the underpinning beam 30 further includes an extension portion 32, which is vertically welded to the main body of the track beam 10. The driving member 61 of the second jacking assembly 60 lifts the extension portion 32, thereby driving the main body of the underpinning beam 30 and the building 70 to be displaced to be lifted, so that the roller assembly 20 is placed between the track beam 10 and the main body of the underpinning beam 30;

[0071] In addition, a second pad 62 is provided between the driving member 61 and the ground to prevent the driving member 61 from damaging the foundation when lifting the building 70 to be displaced.

[0072] The above description is merely an exemplary embodiment of the present invention and does not limit the patent scope of the present invention. All equivalent structural transformations made using the contents of the present invention specification and drawings under the technical concept of the present invention, or direct / indirect application in other related technical fields are included in the patent protection scope of the present invention.

Claims

1. A building displacement structure, used for moving a building to be displaced, characterized in that: The building displacement structure comprises: A track beam, the track beam is used to be installed on the ground at different heights, and the track beam extends along a first direction; a roller assembly, the roller assembly comprising a plurality of first rollers and a plurality of second rollers, the plurality of first rollers and the plurality of second rollers being spaced apart along the first direction on the track beam, and forming a conveying surface on a side of the plurality of first rollers and the plurality of second rollers facing away from the track beam, the diameters of the first rollers and the second rollers being different so that the conveying surface is parallel to a horizontal plane; an underpinning beam, the underpinning beam being used to be connected to the building to be displaced, the underpinning beam being in movable contact with the conveying surface; and The first pushing assembly is used to push the replacement beam to drive the building to be displaced to move along the conveying surface.

2. The construction displacement structure according to claim 1, wherein: The diameters of the plurality of first rollers are all the same; And / or, the diameters of the plurality of second rollers are the same.

3. The displacement structure for construction according to claim 1, wherein: The roller assembly also includes a plurality of third rollers and a plurality of fourth rollers, and the plurality of third rollers and the plurality of fourth rollers are arranged on the track beam at intervals along the first direction, and the diameters of the plurality of fourth rollers, the plurality of third rollers, the plurality of second rollers and the plurality of first rollers increase successively, so that the plurality of first rollers, the plurality of second rollers, the plurality of third rollers and the plurality of fourth rollers form a horizontal conveying surface on the side facing away from the track beam.

4. The construction displacement structure according to claim 1, wherein: Each of the first rollers or each of the second rollers is detachably laid on the track beam.

5. The displacement structure for construction according to claim 1, wherein: The track beam is provided with a plurality of spaced-apart limiting portions along the first direction, each limiting portion forming a limiting groove, and each first roller or each second roller is limited in the limiting groove.

6. The displacement structure for construction according to claim 1, wherein: The first roller or the second roller comprises: a cylinder, wherein the cylinder is formed with a hollow cavity extending along its length; a first reinforcing rib, the first reinforcing rib being disposed in the hollow cavity and extending along the axial direction of the hollow cavity; a second reinforcing rib disposed in the hollow cavity, extending in an axial direction perpendicular to the hollow cavity, and connected to an inner wall of the hollow cavity; and A filler is filled in the hollow cavity and wraps the first reinforcing rib and the second reinforcing rib.

7. The displacement structure for construction according to claim 1, wherein: The track beam includes two track beam bodies and multiple reaction piles. The two track beam bodies are arranged at intervals and extend along the first direction. Each track beam body is correspondingly provided with multiple reaction piles. The multiple reaction piles are arranged at intervals along the length direction of each track beam body. One end of the multiple reaction piles is inserted into the ground, and the other end is abutted against each track beam body.

8. The displacement structure for construction according to claim 1, wherein: The first pushing assembly is detachably mounted on the track beam and is movable along the first direction.

9. The displacement structure for construction according to claim 1, wherein: The building displacement structure further includes a first pad. When the building to be displaced is moved to a designated position, the first pad is placed at the designated position so that the building to be displaced abuts against the first pad.

10. The construction displacement structure according to any one of claims 1 to 9, characterized in that: The underpinning beam comprises two underpinning beam bodies and two extensions, wherein the two underpinning beam bodies and the two extensions are both used to be connected to the periphery of the building to be displaced, the two underpinning beam bodies extend along the first direction, and the two extensions are respectively perpendicularly connected to the two ends of the two underpinning beam bodies; The construction displacement structure further includes at least two second pushing assemblies, each of the second pushing assemblies includes a driving member and a second pad, the second pad is used to be placed on the ground, the driving member is provided on the second pad, and the conveying end of the driving member is provided with a pushing portion connected to the extension portion; The driving member drives the pushing portion to move the underpinning beam and the building to be displaced away from the track beam, so that the roller assembly is placed on the track beam and located between the underpinning beam and the track beam.

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