Jacking deviation rectifying device used after settlement of W column

By designing a device for steel structure W-columns and correction components, and using jacks to drive and assist in fitting components, the problems of displacement and elevation difference during the lifting of W-columns after settlement were solved, achieving rapid correction and improved safety, while reducing construction costs and time.

CN224106493UActive Publication Date: 2026-04-10CHINA CONSTR THIRD ENG BUREAU GRP CO LTD
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-03-31
Publication Date
2026-04-10

AI Technical Summary

Technical Problem

Existing correction devices are unable to effectively solve problems such as load shift, cross-section change, and elevation difference after W-column settlement and jacking, resulting in frequent settlement and deformation during construction, increasing construction period and cost, and reducing safety.

Method used

A device was designed that includes a steel structure W-column, a correction component, a drive component, a stabilizing component, and an auxiliary bonding component. The device uses a jack to drive the support plate to rise, which, together with the protective plate and the support column, provides stable support. The auxiliary bonding component is used for precise correction.

Benefits of technology

It enables rapid correction of W-columns, reduces settlement and deformation, shortens construction period and costs, improves safety, is simple and convenient to operate, avoids reconstruction, and ensures construction progress and cost control.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to the technical field of concrete structure settlement deviation rectification, and discloses a jacking deviation rectification device used after settlement of a W column, which comprises a steel structure W column, two steel structure support rods, a lifting device, a lifting device and a lifting device, wherein the bottom of the steel structure W column is fixedly provided with the two steel structure support rods; each deviation rectifying assembly comprises an auxiliary protection plate steel structure supporting plate installed at the bottom of the steel structure W column and a steel structure distribution beam installed at the bottom of the auxiliary protection plate steel structure supporting plate, and a plurality of steel structure supporting columns are fixedly installed at the bottom of the auxiliary protection plate steel structure distribution beam; compared with a traditional structure, the W-column deviation correcting device can conduct deviation correcting treatment on a series of linkage problems such as load deviation, variable cross section and elevation difference after the W-column is jacked after sedimentation, the problems such as sedimentation deformation of the W-column are reduced in the construction process, therefore, the construction period of a building is shortened, the working cost is reduced, meanwhile, operation is easy, and the construction efficiency is improved. Structural deviation correction is convenient and rapid, and dismantling and rebuilding are avoided.
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Description

TECHNICAL FIELD

[0001] The utility model relates to concrete structure settlement deviation rectification technical field, concretely for a kind of for W column settlement after jacking deviation rectification device. BACKGROUND

[0002] With the continuous development of railway industry, railway station building project also rises, according to the building layout and functional requirements, central station building is divided into three parts from top to bottom: station hall layer and its upper large-span steel roof, track layer structure and underground structure.

[0003] Then the existing deviation rectification device is difficult to load deviation, variable cross-section, elevation difference and a series of chain problems after W column settlement jacking, so it is easy to cause settlement deformation and other problems in the construction process, thereby increasing construction period and increasing work cost, and it is also difficult to quickly rectify W column, thereby reducing the safety of W column in use, while affecting the subsequent use and processing of W column. UTILITY MODEL CONTENT

[0004] The utility model aims at providing a kind of for W column settlement after jacking deviation rectification device, solve the difficulty in background art and a series of chain problems such as load deviation, variable cross-section, elevation difference and so on after W column settlement jacking, so it is easy to cause settlement deformation and other problems in the construction process, thereby increasing construction period and increasing work cost, and it is also difficult to quickly rectify W column, thereby reducing the safety of W column in use, while affecting the subsequent use and processing of W column problem.

[0005] In order to solve the above technical problems, the utility model provides the following technical scheme:

[0006] A kind of for W column settlement after jacking deviation rectification device, comprising:

[0007] Steel structure W column, the bottom of the steel structure W column is fixedly installed with two steel structure support rods;

[0008] Two groups of deviation rectification components, two groups of the deviation rectification components are respectively located at the bottom of steel structure W column two sides and are used for positioning steel structure W column, each group of the deviation rectification component includes auxiliary protection plate steel structure support plate installed at the bottom of steel structure W column and steel structure distribution beam installed at the bottom of auxiliary protection plate steel structure support plate, the bottom of auxiliary protection plate steel structure distribution beam is fixedly installed with multiple steel structure support columns, the steel structure support plate and steel structure distribution beam are provided with driving assembly for driving steel structure support plate up and down adjustment between steel structure distribution beam.

[0009] Preferably, the driving assembly includes a jack fixedly installed at the top of steel structure distribution beam, the jack is located between steel structure support plate and steel structure distribution beam, and the top of the jack is connected with the bottom of steel structure support plate.

[0010] Preferably, the bottom of the plurality of steel structure support columns is provided with a stabilizing assembly for stabilizing the plurality of steel structure support columns, the stabilizing assembly comprising a protective support seat fixedly installed at the bottom of the plurality of steel structure support columns.

[0011] Preferably, the interior of the auxiliary protective plate steel structure support plate is provided with an auxiliary fitting assembly for fitting the auxiliary protective plate steel structure support plate and the steel structure W column, the auxiliary fitting assembly comprising an auxiliary protective plate installed in the interior of the auxiliary protective plate steel structure support plate, and the interior of the auxiliary protective plate is provided with a fitting assembly for correcting the steel structure W column.

[0012] Preferably, the fitting assembly comprises a steel structure leveling pad movably installed in the interior of the auxiliary protective plate, and an adjusting groove opened in the inner wall of the two sides of the auxiliary protective plate, the two sides of the steel structure leveling pad are fixedly installed with a rotating shaft, and the two rotating shafts are rotatably installed in the interiors of the two adjusting grooves, the steel structure leveling pad is fitted with the steel structure W column, and the two sides of the auxiliary protective plate are provided with a mounting assembly for fixing the auxiliary protective plate and the steel structure support plate.

[0013] Preferably, the mounting assembly comprises a fixed insertion groove opened in the inner wall of the two sides of the steel structure support plate, and a connecting fixed clamping block fixedly installed at the two sides of the auxiliary protective plate, and the two connecting fixed clamping blocks are fixedly installed in the interiors of the two fixed insertion grooves.

[0014] Compared with the prior art, the utility model has the advantages that:

[0015] Compared with the prior art, the utility model has the advantages that: BRIEF DESCRIPTION OF DRAWINGS

[0016] Figure 1 It is a structural schematic diagram of the utility model as a whole;

[0017] Figure 2 It is a structural schematic diagram of the utility model when disassembled;

[0018] Figure 3 It is a structure schematic view of the deviation rectifying assembly of the utility model;

[0019] Figure 4 It is a structure schematic view when the auxiliary laminating assembly is disassembled.

[0020] Among them: 1, steel structure W column; 2, steel structure support rod; 3, deviation rectifying assembly; 4, auxiliary laminating assembly;

[0021] 31, steel structure support plate; 32, steel structure distribution beam; 33, steel structure support column; 34, protective support seat; 35, jack;

[0022] 41, auxiliary protective plate; 42, connecting fixed clamping block; 43, steel structure leveling pad. DETAILED DESCRIPTION

[0023] The technical solutions in the embodiments of the utility model will be described clearly and completely below with reference to the drawings in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by those skilled in the art without creative labor fall within the protection scope of the utility model.

[0024] Please refer to Figure 1 and Figure 2 A kind of for W column settlement after jacking deviation rectifying device, comprising: steel structure W column 1, two steel structure support rods 2 are fixedly installed in the bottom of steel structure W column 1.

[0025] Please refer to Figure 3 Two groups of deviation rectifying assemblies 3, two groups of deviation rectifying assemblies 3 are located at the bottom of steel structure W column 1 two sides respectively and are used for positioning steel structure W column 1, each group of deviation rectifying assemblies 3 includes the steel structure support plate 31 installed in the bottom of steel structure W column 1 and the steel structure distribution beam 32 installed in the bottom of steel structure support plate 31, the bottom of steel structure distribution beam 32 is fixedly installed with multiple steel structure support columns 33, driving assembly for driving steel structure support plate 31 up and down adjustment is arranged between steel structure support plate 31 and steel structure distribution beam 32, driving assembly includes the jack 35 fixedly installed in the top of steel structure distribution beam 32, jack 35 is located between steel structure support plate 31 and steel structure distribution beam 32, and the top of jack 35 is connected with the bottom of steel structure support plate 31;

[0026] The steel structure distribution beam 32 and the steel structure support column 33 are installed at the bottom of the steel structure W column 1, and the steel structure support plate 31 is aligned with the bottom of the steel structure W column 1. When the steel structure W column 1 needs to be lifted and corrected after settlement, the jack 35 pushes the steel structure support plate 31 upwards, so that the steel structure support plate 31 is lifted upwards, which can generate an upward thrust on the steel structure W column 1, so that the steel structure W column 1 can complete the lifting and correction after settlement, and the steel structure W column 1 is in the right position for subsequent use of the steel structure W column 1, avoiding deviation of the steel structure W column 1 after lifting after settlement.

[0027] Further, as shown in Figure 3 , the bottom of the plurality of steel structure support columns 33 is provided with a stabilizing assembly for stabilizing the plurality of steel structure support columns 33. The stabilizing assembly includes a protective support seat 34 fixedly installed at the bottom of the plurality of steel structure support columns 33. Based on this, when the steel structure support column 33 and the steel structure support plate 31 are used to correct the steel structure W column 1 after lifting after settlement, the plurality of protective support seats 34 are in contact with the ground, which can provide stable support and appropriate anti-skid, avoiding the deviation of the steel structure leveling pad 43 during correction.

[0028] Further, as shown in Figure 4 , the inside of the steel structure support plate 31 is provided with an auxiliary fitting assembly 4 for fitting the steel structure support plate 31 and the steel structure W column 1. The auxiliary fitting assembly 4 includes an auxiliary protective plate 41 installed in the inside of the steel structure support plate 31. The inside of the auxiliary protective plate 41 is provided with a fitting assembly for correcting the steel structure W column 1. The fitting assembly includes a steel structure leveling pad 43 movably installed in the inside of the auxiliary protective plate 41 and an adjusting groove opened in the inner wall of the two sides of the auxiliary protective plate 41. The two sides of the steel structure leveling pad 43 are fixedly installed with a rotating shaft, and the two rotating shafts are rotatably installed in the inside of the two adjusting grooves. The steel structure leveling pad 43 is fitted with the steel structure W column 1, and the two sides of the auxiliary protective plate 41 are provided with a mounting assembly for fixing the auxiliary protective plate 41 and the steel structure support plate 31. Based on this, when the steel structure support plate 31 is used to correct the steel structure W column 1 after lifting after settlement, the steel structure leveling pad 43 first contacts the bottom of the steel structure W column 1, and the steel structure support plate 31 can be appropriately adjusted according to the installation requirements of the steel structure W column 1, so that the steel structure leveling pad 43 can be adjusted to an angle suitable for the steel structure W column 1, so that the steel structure leveling pad 43 and the steel structure support plate 31 meet the correction requirements of the steel structure W column 1, and when the deviation of the steel structure W column 1 is too large, the steel structure W column 1 will contact the auxiliary protective plate 41, but not directly contact the steel structure support plate 31, thereby prolonging the service life of the steel structure support plate 31, so that the steel structure support plate 31 can correct the steel structure W column 1 for a long time.

[0029] Please refer to Figure 4 The installation assembly comprises fixing slots opened in the inner walls of the two sides of the steel structure support plate 31 and connecting fixing clamping blocks 42 fixedly installed on the two sides of the auxiliary protection plate 41, and the two connecting fixing clamping blocks 42 are fixedly installed in the two fixing slots; based on this, when the steel structure support plate 31 and the auxiliary protection plate 41 need to be installed, the two connecting fixing clamping blocks 42 are aligned with the two fixing slots, and then the two connecting fixing clamping blocks 42 are fixed in the two fixing slots, so as to realize the installation of the auxiliary protection plate 41 and the steel structure support plate 31.

[0030] Although the embodiments of the utility model have been shown and described, it can be understood by those skilled in the art that various changes, modifications, replacements and variations can be made to these embodiments without departing from the principles and spirits, and the scope of the utility model is defined by the appended claims and their equivalents.

Claims

1. A device for post-W column settlement jacking and rectification, characterized in that, The utility model relates to a steel structure W column (1) bottom fixed mounting has two steel structure support rod (2); Two groups of deviation rectifying components (3) are located at the bottom of the steel structure W column (1) on both sides respectively and are used for positioning the steel structure W column (1), each group of deviation rectifying components (3) includes the auxiliary guard board (41) steel structure support plate (31) of installation at the bottom of the steel structure W column (1) and the steel structure distribution beam (32) of installation at the bottom of auxiliary guard board (41) steel structure support plate (31), the bottom of auxiliary guard board (41) steel structure distribution beam (32) is fixedly installed with a plurality of steel structure support column (33), and the drive assembly for driving the up-down adjustment of steel structure support plate (31) is arranged between steel structure support plate (31) and steel structure distribution beam (32). The drive assembly includes a jack (35) fixedly installed at the top of the steel structure distribution beam (32), the jack (35) is located between the steel structure support plate (31) and the steel structure distribution beam (32), and the top of the jack (35) is connected with the bottom of the steel structure support plate (31).

2. A device for post-jacking correction of misalignment of W columns according to claim 1, characterized in that: The bottom of a plurality of steel structure support columns (33) is provided with a stabilizing assembly for stabilizing a plurality of steel structure support columns (33), and the stabilizing assembly includes a protection support seat (34) fixedly installed at the bottom of a plurality of steel structure support columns (33).

3. The device according to claim 1, characterized in that: The inside of auxiliary guard board (41) steel structure support plate (31) is provided with an auxiliary fitting assembly (4) for fitting auxiliary guard board (41) steel structure support plate (31) and the steel structure W column (1), the auxiliary fitting assembly (4) includes an auxiliary guard board (41) installed in the inside of auxiliary guard board (41) steel structure support plate (31), and the inside of the auxiliary guard board (41) is provided with a fitting assembly for rectifying the deviation of the steel structure W column (1).

4. The device according to claim 1, characterized in that: The fitting assembly includes a steel structure leveling pad (43) movably installed in the inside of the auxiliary guard board (41) and an adjusting groove formed in the inner wall of the auxiliary guard board (41) on both sides, both sides of the steel structure leveling pad (43) are fixedly installed with a rotating shaft, both rotating shafts are rotatably installed in the inside of both adjusting grooves, the steel structure leveling pad (43) is fitted with the steel structure W column (1), and both sides of the auxiliary guard board (41) are provided with mounting assemblies for fixing the auxiliary guard board (41) and the steel structure support plate (31).

5. A device for post-jacking correction of misalignment of W-Columns as claimed in claim 4 wherein: The mounting assembly includes a fixed insertion groove formed in the inner wall of the steel structure support plate (31) on both sides and a connecting fixed clamping block (42) fixedly installed on both sides of the auxiliary guard board (41), and both connecting fixed clamping blocks (42) are fixedly installed in both fixed insertion grooves.

6. A device for post-jacking correction of misalignment of W-Columns as claimed in claim 5 wherein: ​