Pipeline protection device with settlement adjustment function and construction method thereof
By designing a pipeline protection device with settlement adjustment function, using adjustable support frames and leveling components, the problem of insufficient construction flexibility of pipeline protection in the prior art is solved, and flexible protection of pipelines and construction quality is achieved.
Patent Information
- Application Number
- CN202310266673.0
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2023-03-16
- Publication Date
- 2025-05-23
- Estimated Expiration
- 2043-03-16
AI Technical Summary
The existing open excavation station has low flexibility in pipeline protection during construction and cannot be protected and regulated according to actual construction needs, which can easily affect the quality of subsequent construction.
A pipeline protection device with settlement adjustment function is designed, including an adjustable support frame, support rod, bearing plate, counterweight and leveling assembly. Through the coordinated cooperation of counterweights and leveling components, the height of the column and the horizontality of the beam components are adjusted to ensure that the pipeline is always in the correct position.
It realizes flexible protection of pipelines, reduces the impact of ground settlement on the device, ensures the stability and quality of construction, and avoids the difficulty of upward movement after settlement.
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Figure CN116336262B_ABST
Abstract
Description
Technical Field
[0001] The invention relates to the technical field of building construction, and in particular to a pipeline protection device with a settlement regulating function and a construction method thereof. Background Art
[0002] With the rapid development of urbanization, urban three-dimensional transportation is gradually improving. More and more subway stations are passing through old urban areas. The municipal pipe network in old urban areas is complicated, and the relocation of municipal pipe network is difficult and time-consuming, which poses a great challenge to the efficient performance of the construction of subway stations and ancillary structures.
[0003] In the process of subway construction, it is inevitable to pass through dense buildings, large pipes, etc. Especially in the construction of open-cut stations, the problem of pipe protection is often encountered. The existing construction flexibility is low and protection and regulation cannot be carried out according to actual construction needs, which affects the subsequent construction quality.
[0004] The information disclosed in this background technology section is only intended to enhance the understanding of the overall background of the invention and should not be regarded as an acknowledgment or any form of suggestion that the information constitutes the prior art already known to a person skilled in the art. Summary of the invention
[0005] In order to overcome the defects of the prior art, a pipeline protection device with a settlement adjustment function and a construction method thereof are provided to solve the problem that the pipeline protection construction flexibility is low during the existing open-cut station construction, and the protection adjustment and control cannot be performed according to the actual construction needs, which is easy to affect the subsequent construction quality.
[0006] In order to achieve the above object, a pipeline protection device with a settlement adjustment function is provided, comprising:
[0007] Two support frames are arranged along the length direction of the pipeline laying path, the support frames include two columns and a crossbeam assembly with adjustable length, and the two crossbeam assemblies are respectively installed on the top ends of the two columns in a flippable manner;
[0008] A support rod is arranged along the length direction of the pipeline laying path, and upper supports are rotatably installed at both ends of the support rod. The upper supports at both ends of the support rod are respectively installed on the crossbeam assemblies of the two support frames through slewing bearings;
[0009] A bearing plate for supporting the pipeline, mounted on the upper part of the supporting rod;
[0010] A counterweight is installed at the lower part of the support rod, the weight of the counterweight is greater than the weight of the components at the upper part of the support rod so that the pipeline laid on the bearing plate is always on the pipeline laying path;
[0011] A leveling assembly includes an electric lifting member, a spirit level and a controller, wherein the electric lifting member is arranged between the column and the foundation, the spirit level is installed on the beam assembly, and the controller is connected to the electric lifting member and the spirit level. After the foundation settles, the controller obtains the horizontality of the beam assembly collected by the spirit level and activates the electric lifting member based on the horizontality to lift the column so that the beam assembly returns to a horizontal setting. After the beam assembly returns to a horizontal setting, a height compensation member is arranged under the electric lifting member.
[0012] Furthermore, the crossbeam assembly comprises:
[0013] Three sections of beams and slabs, wherein the three sections of beams and slabs are arranged in a collinear manner;
[0014] The end portions of the two adjacent sections of the beam plate can be movably inserted into the two ends of the movable sleeve.
[0015] Furthermore, hinge grooves are formed at the bottom of the beam plates at both ends of the crossbeam assembly along the length direction of the pipeline laying path, and a hinge shaft is fixed to the top end of the column, and the hinge shaft is rotatably embedded in the hinge groove.
[0016] Furthermore, the column is a hollow steel column.
[0017] Furthermore, a pier is formed at the lower end of the column, a vertically arranged guide hole is formed at the bottom of the pier, and the upper part of the electric jacking member can be movably inserted into the guide hole.
[0018] Furthermore, the electric lifting component is a hydraulic cylinder.
[0019] Furthermore, accommodating grooves are respectively formed on opposite sides of the pier, and reaction plates are movably accommodated in the accommodating grooves. After the electric jacking component lifts the column, one side of the reaction plate extends to the outside of the pier, and a temporary support is arranged between the reaction plate and the foundation. After the electric jacking component is retracted, the height compensation component is arranged between the retracted electric jacking component and the foundation and the temporary support is removed.
[0020] Furthermore, the level is an electronic level.
[0021] The present invention provides a construction method of a pipeline protection device with a settlement adjustment function, comprising the following steps:
[0022] Install two support frames on the foundation below the pipeline so that the two support frames are along the length direction of the pipeline laying path;
[0023] The upper supports at both ends of the support rod are respectively mounted on the crossbeam assemblies of the two support frames through slewing bearings, so that the support rod is arranged along the length direction of the pipeline laying path;
[0024] Installing a bearing plate on the upper part of the support rod so that the bearing plate is supported on the pipeline;
[0025] After uneven settlement of the foundation occurs so that the column on one side of the support frame sinks, one end of the crossbeam assembly of the support frame flips downward, and the counterweight member, under the action of its own weight, keeps the bearing plate in a horizontal state at all times, thereby making the pipeline laid on the bearing plate always on the pipeline laying path;
[0026] The controller of the leveling assembly obtains the horizontality of the beam assembly after flipping collected by the level meter and activates the electric lifting member based on the horizontality to lift the column so that the beam assembly is restored to a horizontal setting;
[0027] After the crossbeam assembly is restored to a horizontal position, a height compensation member is placed under the electric lifting member so that the tops of the two columns of each support frame are flush.
[0028] The beneficial effect of the present invention is that the pipeline protection device with settlement adjustment function of the present invention protects the device from the influence of settlement through the coordinated cooperation of the counterweight and the leveling component, so that the pipeline will not be displaced to a large extent when the ground settles, and the stability is maintained. At the same time, it avoids tilting damage when the ground settles, and reduces the influence of the ground settlement on the device. The pipeline protection device with settlement adjustment function of the present invention, after the ground settles, sets the leveling component to lift and reset the column, avoiding the difficulty of moving up after settlement, thereby realizing flexible protection of the pipeline and ensuring the smooth construction of the open-cut subway station. BRIEF DESCRIPTION OF THE DRAWINGS
[0029] Other features, objects and advantages of the present application will become more apparent by reading the detailed description of non-limiting embodiments made with reference to the following drawings:
[0030] Figure 1 It is a schematic structural diagram of a pipeline protection device with a settlement adjustment function according to an embodiment of the present invention.
[0031] Figure 2 Schematic diagram of the structure of the support frame according to an embodiment of the present invention.
[0032] Figure 3 Schematic diagram of the structure of the support rod according to an embodiment of the present invention.
[0033] Figure 4 It is a schematic structural diagram of a buttress according to an embodiment of the present invention.
[0034] Figure 5 It is a cross-sectional view of a buttress according to an embodiment of the present invention. DETAILED DESCRIPTION
[0035] The present application is further described in detail below in conjunction with the accompanying drawings and embodiments. It is to be understood that the specific embodiments described herein are only used to explain the relevant invention, rather than to limit the invention. It is also necessary to explain that, for ease of description, only the parts related to the invention are shown in the accompanying drawings.
[0036] It should be noted that, in the absence of conflict, the embodiments and features in the embodiments of the present application can be combined with each other. The present application will be described in detail below with reference to the accompanying drawings and in combination with the embodiments.
[0037] Reference Figures 1 to 5 As shown, the present invention provides a pipeline protection device with a settlement adjustment function, comprising: a support frame 1, a supporting round rod 2, a bearing plate 3, a counterweight 4 and a leveling component.
[0038] There are two support frames 1. The two support frames are arranged along the length direction of the pipeline laying path and are arranged below the pipeline.
[0039] Specifically, the support frame 1 includes two columns 11 and a crossbeam assembly 12 .
[0040] The column 11 is a hollow steel column.
[0041] The length of the cross beam assembly 12 is adjustable. The two sides of the cross beam assembly 12 are respectively installed on the top ends of the two columns 11 in a flippable manner.
[0042] The supporting round rod 2 is arranged along the length direction of the pipeline laying path. The supporting round rod 2 is arranged directly below the pipeline. The supporting round rod is arranged directly below the pipeline.
[0043] The two ends of the supporting round rod 2 are rotatably mounted with upper supports 21. The upper supports are provided with shaft holes. The two ends of the supporting round rod are rotatably mounted in the shaft holes of the two upper supports through bearings.
[0044] The upper supports 21 at both ends of the supporting round rod 2 are respectively installed on the crossbeam components 12 of the two supporting frames 1 through slewing bearings.
[0045] The bearing plate 3 is installed on the upper part of the supporting round rod 2. The bearing plate 3 is used to support the pipeline. In this embodiment, the bearing plate and the supporting round rod are arranged in the same direction. A through groove is formed on the upper part of the bearing plate 3. The groove wall of the through groove is arc-shaped. The curvature of the groove wall of the through groove is adapted to the curvature of the outer wall of the pipeline. Vertical brackets are formed on opposite sides of the bearing plate. The vertical brackets on opposite sides of the bearing plate are connected to protective brackets. The protective brackets, the vertical brackets and the bearing plate are enclosed to form a protective space for the pipeline to pass through.
[0046] The counterweight 4 is installed at the lower part of the supporting round rod 2. The weight of the counterweight 4 is greater than the weight of the components at the upper part of the supporting round rod 2 so that the pipeline laid on the bearing plate 3 is always on the pipeline laying path.
[0047] In this embodiment, the counterweight comprises a rod attachment sleeve and a counterweight bar. The rod attachment sleeve is sleeved in the middle of the supporting round rod. The counterweight bar is detachably mounted on the outside of the rod attachment sleeve. Under the action of the self-weight of the counterweight bar, the upper bearing plate of the supporting round rod is always kept horizontal.
[0048] In this embodiment, in the initial stage of erecting the support frame, a heavy counterweight bar is used to quickly compact the foundation, which is beneficial for the lower end of the column to contact the foundation surface more firmly, compacting the ground and reducing the subsequent settlement depth.
[0049] After erection, the speed of settlement can be slowed down by replacing the counterweight bar with a lighter one to avoid the acceleration effect caused by the settlement speed of the support frame.
[0050] The leveling assembly includes an electric jacking member 51, a level and a controller. The electric jacking member 51 is placed between the column 11 and the foundation. The level is installed on the beam assembly 12. The controller is connected to the electric jacking member 51 and the level.
[0051] The level gauge collects the levelness of the beam assembly. The controller obtains the levelness of the level gauge and calculates the height to be raised of the column based on the levelness.
[0052] After the foundation settles, the controller obtains the level of the beam assembly 12 collected by the spirit level and turns on the electric jacking component 51 based on the level to lift the column 11, so that the beam assembly 12 returns to a horizontal setting. After the beam assembly 12 returns to a horizontal setting, a height compensation component is placed under the electric jacking component 51.
[0053] As a preferred implementation, see Figure 2 As shown, the crossbeam assembly 12 includes three sections of beam plates 121 and a movable sleeve 122 .
[0054] The three sections of beam plates 121 are arranged in a colinear or coaxial manner. The ends of two adjacent sections of beam plates 121 can be movably inserted into the two ends of the movable sleeve 122 .
[0055] In this embodiment, two ends of the beam plate of the middle section are fixedly connected to two movable sleeves, and the other two sections of the beam plate are movably inserted into the opposite ends of the two movable sleeves.
[0056] After the foundation on one side of the support frame settles, the beam plate on this side of the support frame slides toward the outside of the movable sleeve.
[0057] The bottom of the beam plate 121 at both ends of the beam assembly 12 is formed with a hinge groove arranged along the length direction of the pipeline laying path. Specifically, the bottom of the beam plate at both ends of the beam assembly is formed with the hinge groove. The top of the column 11 is fixed with a hinge shaft 113. The hinge shaft 113 is rotatably embedded in the hinge groove.
[0058] Continue reading Figure 2 , Figure 4 and Figure 5 The lower end of the column 11 is formed with a buttress 111. The bottom of the buttress 111 is formed with a vertically arranged guide hole. The upper part of the electric lifting member 51 is movably inserted into the guide hole.
[0059] In this embodiment, the electric lifting member 51 is a hydraulic cylinder.
[0060] Continue reading Figure 4 and Figure 5 , two opposite sides of the buttress 111 are respectively formed with receiving grooves, and a reaction plate 112 is movably received in the receiving groove.
[0061] After the electric jacking member 51 lifts the column 11, one side of the reaction plate 112 extends to the outside of the pier 111, and a temporary support is arranged between the reaction plate 112 and the foundation. After the electric jacking member 51 shrinks, the height compensation member is arranged between the shrunken electric jacking member 51 and the foundation and the temporary support is removed.
[0062] In this embodiment, the level is an electronic level.
[0063] When settlement occurs, the level gauge will follow the inclination of the beam assembly, and the level gauge will display the inclination angle. The controller can determine the height of the lower column to be raised by starting the electric jacking member according to the distance an inclination angle between the two columns, so that the beam assembly 2 can be restored to the level, thereby facilitating the adjustment of the column height when the lighting above the support frame is poor.
[0064] The present invention provides a construction method of a pipeline protection device with a settlement adjustment function, comprising the following steps:
[0065] S1: Install two support frames 1 on the foundation below the pipeline, so that the two support frames 1 are along the length direction of the pipeline laying path.
[0066] S2: The upper supports 21 at both ends of the supporting round rod 2 are respectively installed on the crossbeam assemblies 12 of the two supporting frames 1 through slewing bearings, so that the supporting round rod 2 is arranged along the length direction of the pipeline laying path.
[0067] S3: Install the bearing plate 3 on the upper part of the supporting round rod 2 so that the bearing plate 3 is supported on the pipeline.
[0068] S4: After the foundation settles unevenly, causing the column 11 on one side of the support frame 1 to sink, one end of the beam assembly 12 of the support frame 1 flips downward, and the counterweight 4, under the action of its own weight, keeps the bearing plate 3 in a horizontal state at all times, thereby ensuring that the pipeline laid on the bearing plate 3 is always on the pipeline laying path.
[0069] S5: The controller of the leveling assembly obtains the horizontality of the beam assembly 12 after flipping collected by the spirit level and activates the electric lifting member 51 based on the horizontality to lift the column 11 so that the beam assembly 12 is restored to a horizontal setting.
[0070] S6: After the crossbeam assembly 12 is restored to a horizontal position, a height compensation member is placed under the electric lifting member 51 so that the tops of the two columns 11 of each support frame 1 are flush.
[0071] The pipeline protection device with settlement adjustment function of the present invention protects the device from the influence of settlement through the coordinated cooperation of the counterweight and the leveling component, so that the pipeline will not be displaced to a large extent when the ground settles, and maintains stability. At the same time, it avoids tilting and damage when the ground settles, and reduces the influence of ground settlement on the device. The pipeline protection device with settlement adjustment function of the present invention, after the ground settles, sets a leveling component to lift and reset the column, avoiding the difficulty of moving up after settlement, thereby realizing flexible protection of the pipeline and ensuring the smooth construction of the open-cut subway station.
[0072] The above description is only a preferred embodiment of the present application and an explanation of the technical principles used. Those skilled in the art should understand that the scope of the invention involved in the present application is not limited to the technical solution formed by a specific combination of the above technical features, but should also cover other technical solutions formed by any combination of the above technical features or their equivalent features without departing from the inventive concept. For example, the above features are replaced with (but not limited to) technical features with similar functions disclosed in the present application.
Claims
1. A pipeline protection device with settlement adjustment function, It is characterized in that include: Two support frames are arranged along the length direction of the pipeline laying path, the support frames include two columns and a crossbeam assembly with adjustable length, and the two crossbeam assemblies are respectively installed on the top ends of the two columns in a flippable manner; A support rod is arranged along the length direction of the pipeline laying path, and upper supports are rotatably installed at both ends of the support rod. The upper supports at both ends of the support rod are respectively installed on the crossbeam assemblies of the two support frames through slewing bearings; A bearing plate for supporting the pipeline, mounted on the upper part of the supporting rod; A counterweight is installed at the lower part of the support rod, the weight of the counterweight is greater than the weight of the components at the upper part of the support rod so that the pipeline laid on the bearing plate is always on the pipeline laying path; A leveling assembly includes an electric lifting member, a spirit level and a controller, wherein the electric lifting member is placed between the column and the foundation, the spirit level is installed on the beam assembly, and the controller is connected to the electric lifting member and the spirit level. After the foundation settles, the controller obtains the horizontality of the beam assembly collected by the spirit level and activates the electric lifting member based on the horizontality to lift the column so that the beam assembly returns to a horizontal setting. After the beam assembly returns to a horizontal setting, a height compensation member is placed under the electric lifting member.
2. The pipeline protection device with settlement adjustment function according to claim 1, It is characterized in that The crossbeam assembly comprises: Three sections of beams and slabs, wherein the three sections of beams and slabs are arranged in a collinear manner; The end portions of the two adjacent sections of the beam plate can be movably inserted into the two ends of the movable sleeve.
3. The pipeline protection device with settlement adjustment function according to claim 2, It is characterized in that The bottom of the beam plates at both ends of the crossbeam assembly are formed with hinge grooves arranged along the length direction of the pipeline laying path, and the top of the column is fixed with a hinge shaft, which is rotatably embedded in the hinge groove.
4. The pipeline protection device with settlement adjustment function according to claim 1, It is characterized in that The columns are hollow steel columns.
5. The pipeline protection device with settlement adjustment function according to claim 4, It is characterized in that A pier is formed at the lower end of the column, a vertically arranged guide hole is formed at the bottom of the pier, and the upper part of the electric jacking member can be movably inserted into the guide hole.
6. The pipeline protection device with settlement adjustment function according to claim 5, It is characterized in that The electric lifting component is a hydraulic cylinder.
7. The pipeline protection device with settlement adjustment function according to claim 5, It is characterized in that Accommodating grooves are respectively formed on opposite sides of the pier, and reaction plates are movably accommodated in the accommodating grooves. After the electric jacking component lifts the column, one side of the reaction plate extends to the outside of the pier, and a temporary support is arranged between the reaction plate and the foundation. After the electric jacking component is retracted, the height compensation component is arranged between the retracted electric jacking component and the foundation, and the temporary support is removed.
8. The pipeline protection device with settlement adjustment function according to claim 1, It is characterized in that The level is an electronic level.
9. A construction method for a pipeline protection device with a settlement adjustment function as claimed in any one of claims 1 to 8, It is characterized in that The following steps are involved: Install two support frames on the foundation below the pipeline so that the two support frames are along the length direction of the pipeline laying path; The upper supports at both ends of the support rod are respectively mounted on the crossbeam assemblies of the two support frames through slewing bearings, so that the support rod is arranged along the length direction of the pipeline laying path; Installing a bearing plate on the upper part of the support rod so that the bearing plate is supported on the pipeline; After uneven settlement of the foundation occurs so that the column on one side of the support frame sinks, one end of the crossbeam assembly of the support frame flips downward, and the counterweight member, under the action of its own weight, keeps the bearing plate in a horizontal state at all times, thereby making the pipeline laid on the bearing plate always on the pipeline laying path; The controller of the leveling assembly obtains the horizontality of the beam assembly after flipping collected by the level meter and activates the electric lifting member based on the horizontality to lift the column so that the beam assembly is restored to a horizontal setting; After the crossbeam assembly is restored to a horizontal position, a height compensation member is placed under the electric lifting member so that the tops of the two columns of each support frame are flush.
Citation Information
Patent Citations
Submergence self-balance regulation device for square structure lifting net cage and control method
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