CN112032456A - Spacing antidetonation fixing support that slides of pipeline - Google Patents
Spacing antidetonation fixing support that slides of pipeline Download PDFInfo
- Publication number
- CN112032456A CN112032456A CN202010909776.0A CN202010909776A CN112032456A CN 112032456 A CN112032456 A CN 112032456A CN 202010909776 A CN202010909776 A CN 202010909776A CN 112032456 A CN112032456 A CN 112032456A
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- Prior art keywords
- support
- pipeline
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- fixed
- seismic
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- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 38
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 37
- 239000010959 steel Substances 0.000 claims abstract description 37
- 229910052742 iron Inorganic materials 0.000 claims abstract description 19
- 238000005096 rolling process Methods 0.000 claims abstract description 17
- 238000004873 anchoring Methods 0.000 claims abstract description 9
- 210000001503 joint Anatomy 0.000 claims description 9
- 239000002184 metal Substances 0.000 claims description 7
- 229910052751 metal Inorganic materials 0.000 claims description 7
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 6
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 6
- 241001330002 Bambuseae Species 0.000 claims description 6
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 6
- 239000011425 bamboo Substances 0.000 claims description 6
- 238000005728 strengthening Methods 0.000 claims description 4
- 239000007769 metal material Substances 0.000 claims description 3
- 230000000694 effects Effects 0.000 claims description 2
- 238000007493 shaping process Methods 0.000 claims description 2
- 238000003466 welding Methods 0.000 claims description 2
- 238000013461 design Methods 0.000 abstract description 5
- 238000006073 displacement reaction Methods 0.000 abstract description 5
- 229910000746 Structural steel Inorganic materials 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000005299 abrasion Methods 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000008520 organization Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Images
Classifications
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L55/00—Devices or appurtenances for use in, or in connection with, pipes or pipe systems
- F16L55/02—Energy absorbers; Noise absorbers
- F16L55/033—Noise absorbers
- F16L55/035—Noise absorbers in the form of specially adapted hangers or supports
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L3/00—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets
- F16L3/08—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets substantially surrounding the pipe, cable or protective tubing
- F16L3/10—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets substantially surrounding the pipe, cable or protective tubing divided, i.e. with two or more members engaging the pipe, cable or protective tubing
- F16L3/1066—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets substantially surrounding the pipe, cable or protective tubing divided, i.e. with two or more members engaging the pipe, cable or protective tubing with three or more members surrounding the pipe
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L3/00—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets
- F16L3/16—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets with special provision allowing movement of the pipe
- F16L3/20—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets with special provision allowing movement of the pipe allowing movement in transverse direction
- F16L3/205—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets with special provision allowing movement of the pipe allowing movement in transverse direction having supporting springs
- F16L3/2056—Supports for pipes, cables or protective tubing, e.g. hangers, holders, clamps, cleats, clips, brackets with special provision allowing movement of the pipe allowing movement in transverse direction having supporting springs the axis of at least one spring being oblique or perpendicular to the direction of the movement of the pipe
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- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02G—INSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
- H02G3/00—Installations of electric cables or lines or protective tubing therefor in or on buildings, equivalent structures or vehicles
- H02G3/02—Details
- H02G3/04—Protective tubing or conduits, e.g. cable ladders or cable troughs
- H02G3/0425—Plinths
-
- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02G—INSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
- H02G9/00—Installations of electric cables or lines in or on the ground or water
- H02G9/06—Installations of electric cables or lines in or on the ground or water in underground tubes or conduits; Tubes or conduits therefor
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Supports For Pipes And Cables (AREA)
Abstract
The invention discloses a pipeline limiting sliding anti-seismic fixed support which comprises a pipeline anti-seismic support, wherein the pipeline anti-seismic support comprises a supporting beam and two groups of support cores symmetrically arranged right above the supporting beam, hoops are arranged at the tops of the two groups of support cores, bottom fixing iron plates are arranged at the bottoms of the two groups of support cores, upper anchoring bolts are fixed at the two ends of each hoop and the support cores, pipe grooves are formed in the two ends of each hoop and the support cores, the bottoms of the bottom fixing iron plates are fixedly connected with the supporting beam, limiting grooves are formed in the upper surface of each bottom fixing iron plate, a plurality of groups of rolling steel balls are arranged in the limiting grooves in a rolling mode, butt-joint grooves are formed in the bottoms of the support cores, the tops of. The invention designs a pipeline limiting sliding fixed support, which can ensure that a certain relative displacement can be generated between a pipeline and a cross beam through the free sliding connection between the pipeline and the cross beam in strong earthquake, and can effectively dissipate some earthquake energy.
Description
Technical Field
The invention relates to the technical field of anti-seismic devices, in particular to a pipeline limiting sliding anti-seismic fixed support.
Background
The modernization of urban infrastructure is a premise for improving the urban operation efficiency, and the traditional direct-buried method for municipal public pipelines needs to repeatedly excavate road surfaces for construction, thus seriously affecting the urban traffic and environment and bringing great inconvenience to the lives of surrounding residents. The comprehensive corridor for urban underground pipelines can set municipal administration, electric power, communication, gas, water supply and drainage and the like in an underground space, solves the inconvenience brought by the construction of the traditional municipal pipelines, and is beneficial to daily management and maintenance. However, earthquake damage caused by major earthquakes over time indicates that serious earthquake damage can occur to the underground structure, and the earthquake damage to the underground structure causes dislocation of pipeline joints arranged inside, damage to fixed supports, buckling of pipelines at fixed positions and the like, and even causes phenomena such as pipeline falling caused by damage to the fixed supports and the like, thereby causing serious secondary earthquake disasters.
However, the conventional underground piping installation method has the following problems: (1) when a strong earthquake occurs, when the pipeline is connected with the fixed structure by adopting the completely restrained fixed support, the inertia force of the pipeline is transmitted to the fixed support, so that the serious earthquake damage of the fixed support can be caused, meanwhile, the pipeline is prevented from generating local earthquake damage, and serious secondary earthquake disasters such as falling of the pipeline, leakage of internal media and the like caused by the pipeline are reduced; (2) the existing mode of fixing and installing pipelines is simple in structure, and the pipe body is easily damaged due to the adoption of a mode of rigid contact installation. Therefore, a corresponding technical scheme needs to be designed to solve the existing technical problems.
Disclosure of Invention
The invention aims to provide a pipeline limiting sliding anti-seismic fixed support, which solves the problem that when a strong earthquake occurs and a completely restrained fixed support is adopted for connection between a pipeline and a fixed structure, the pipeline is prevented from being damaged by a serious earthquake due to the fact that the inertia force of the pipeline is transmitted to the fixed support, meanwhile, the pipeline is prevented from being damaged by a local earthquake, and serious secondary disasters such as falling of the pipeline, leakage of internal media and the like caused by the pipeline are reduced.
In order to achieve the purpose, the invention provides the following technical scheme: a pipeline limiting sliding anti-seismic fixed support comprises a pipeline anti-seismic support, wherein the pipeline anti-seismic support comprises a supporting beam and two groups of support cores symmetrically arranged right above the supporting beam, the tops of the two groups of support cores are provided with hoops, the bottoms of the two groups of support cores are provided with bottom fixed iron plates, the two ends of the hoops and the support cores are fixed with upper anchoring bolts, pipe grooves are formed in the upper ends of the upper anchoring bolts, the bottoms of the bottom fixed iron plates are fixedly connected with the supporting beam, the upper surfaces of the bottom fixed iron plates are provided with limiting grooves, a plurality of groups of rolling steel balls are arranged in the limiting grooves in a rolling mode, the bottoms of the support cores are provided with butt-joint grooves, the tops of the plurality of groups of rolling steel balls are positioned in the butt-joint grooves, the outer sides of the two groups of support cores are horizontally fixed with limiting devices, the outer ends of the limiting, the lower end threads of the two groups of the side anchoring bolts are fixed on the supporting cross beam, the bottom of the inner end of the two groups of the support cores is provided with an adjusting notch, a rubber cushion block is arranged in the adjusting notch, and the rubber cushion block is fixed on the supporting cross beam.
In a preferred embodiment of the present invention, the hoop is made of an elastic metal material, and the inner side of the hoop is wrapped with a built-in rubber pad, and the built-in rubber pad is in a cambered surface structure.
As a preferred embodiment of the invention, the stopper comprises a guide rod and a spring sleeved outside the guide rod, the guide rod is of a two-end structure and comprises a main cylinder and an inner rod, the inner end of the main cylinder is fixed on the outer wall of the support core, the inner rod is movably inserted in the main cylinder, and the outer end of the inner rod is fixedly connected with the angle steel.
In a preferred embodiment of the present invention, one end of the spring is in contact with the holder core and the other end is in contact with the angle iron.
In a preferred embodiment of the present invention, the angle iron has an L-shaped structure, and a rubber gasket is disposed between the angle iron and the upper surface of the support beam.
As a preferred embodiment of the present invention, the corners of the angle steel are further welded with reinforcing ribs, each reinforcing rib is composed of a plurality of groups of metal rods, the plurality of groups of metal rods are arranged at an angle of 45 degrees, and two ends of each group of metal rods are respectively welded with two side walls of the angle steel.
In a preferred embodiment of the present invention, the outer side of the seat core is a vertical structure and the bottom thereof is a horizontal structure, and the inner side of the seat core is formed into a curved surface structure.
As a preferred embodiment of the present invention, the diameter of the rolling steel ball is greater than the sum of the depths of the limit groove and the butt joint groove.
Compared with the prior art, the invention has the following beneficial effects:
1. the invention designs a pipeline limiting sliding fixed support, which allows a certain relative displacement to be generated between a fixed support and a pipeline through the slidable contact connection of a side spring and the bottom between the pipeline and the support in strong earthquake, can effectively dissipate some earthquake energy, further reduces the serious earthquake damage or falling of the pipeline and the fixed support thereof in the earthquake, and reduces the earthquake damage of the fixed support and the pipeline.
2. The spacing fixed bolster that slides of pipeline of this scheme design and the pipeline between can the certain degree carry out the displacement, compare in the mode of rigidity contact and have better security, reduce to the pipeline damage to adopt the mounting structure of pin-connected panel, be convenient for install and dismantle.
Drawings
FIG. 1 is an overall block diagram of the present invention;
FIG. 2 is a schematic view of the positions of the core body and the bottom fixing iron plate of the support according to the present invention;
FIG. 3 is a bottom view of the seat core of the present invention;
fig. 4 is a structural view of the bottom fixing iron plate according to the present invention.
In the figure, 1, a cross beam is supported; 2. a support core body; 3. a hoop; 4. fixing an iron plate at the bottom; 5. an upper anchor bolt; 6. a pipe groove; 7. a limiting groove; 8. rolling the steel ball; 9. a butt joint groove; 10. a stopper; 11. angle steel; 12. perforating; 13. a side anchor bolt; 14. adjusting the notch; 15. a rubber cushion block; 16. a rubber pad is arranged inside; 17. a spring; 18. a main barrel; 19. an inner rod; 20. a rubber gasket; 21. and (5) reinforcing ribs.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-4, the present invention provides a technical solution: a pipeline limiting sliding anti-seismic fixed support comprises a pipeline anti-seismic support, wherein the pipeline anti-seismic support comprises a supporting beam 1 and two groups of support cores 2 symmetrically arranged right above the supporting beam 1, the tops of the two groups of support cores 2 are provided with hoop 3, the bottoms of the two groups of support cores 2 are provided with bottom fixed iron plates 4, the two ends of the hoop 3 and the support cores 2 are fixed with upper anchoring bolts 5, and a pipe groove 6 is formed inside the hoop, the bottom of the bottom fixed iron plate 4 is fixedly connected with the supporting beam 1, the upper surface of the bottom fixed iron plate is provided with a limiting groove 7, a plurality of groups of rolling steel balls 8 are arranged in the limiting groove 7 in a rolling manner, the bottom of the support core 2 is provided with a butt joint groove 9, the tops of the plurality of groups of rolling steel balls 8 are positioned in the butt joint groove 9, the outer sides of the two groups of support cores 2 are horizontally, lateral anchor bolts 13 are fixed in the two groups of through holes 12 through internal threads, the lower ends of the two groups of lateral anchor bolts 13 are fixed on the supporting beam 1 through threads, adjusting notches 14 are formed at the bottoms of the inner ends of the two groups of support cores 2, rubber cushion blocks 15 are arranged in the adjusting notches 14, and the rubber cushion blocks 15 are fixed on the supporting beam 1.
Further improved, as shown in fig. 1: the hoop 3 is made of elastic metal materials, the inner side of the hoop is wrapped with the built-in rubber pad 16, the built-in rubber pad 16 is of a cambered surface structure, abrasion of the hoop 3 on the outer wall of the pipeline is reduced, and the purpose of protection is achieved.
Further improved, as shown in fig. 1: stopper 10 includes the guide bar and overlaps and inlays the spring 17 in the guide bar outside, and the guide bar is both ends formula structure and comprises a main section of thick bamboo 18 and interior pole 19, and 18 the inner end of a main section of thick bamboo is fixed on the outer wall of support core 2, and interior pole 19 activity alternates in a main section of thick bamboo 18 and outer end and angle steel 11 fixed connection, and such design can reach the purpose to the horizontal spacing direction of support core 2 and buffering.
Further improved, as shown in fig. 1: one end of the spring 17 is in contact with the holder core 2 and the other end is in contact with the angle steel 11.
Further improved, as shown in fig. 1: the angle steel 11 is L type structure and is provided with rubber gasket 20 between the upper surface of supporting beam 1, reduces the wearing and tearing to supporting beam 1.
Further improved, as shown in fig. 1: the angle steel 11's corner has still welded the strengthening rib 21, and strengthening rib 21 comprises a plurality of groups metal pole, and a plurality of groups metal pole are 45 degrees angle settings and both ends respectively with angle steel 11's both sides wall welding, can improve the intensity of angle steel 11 corner.
In a further improvement, as shown in fig. 3: the outside of support core 2 is perpendicular column structure and bottom and is the level column structure, and the inboard machine-shaping of support core 2 is cambered surface structure, and the project organization cooperation pipeline's of inboard cambered surface outer wall uses.
Specifically, the diameter of the rolling steel ball 8 is larger than the sum of the depths of the limiting groove 7 and the butt joint groove 9, and the rolling steel ball 8 can be better arranged between the support core body 2 and the bottom fixed iron plate 4 in the design mode.
When in use: according to the position and the size of the pipeline, the lower edges of angle steel 11 which are symmetrical left and right are fixed on a pipeline support beam 12 through two side anchoring bolts 13 respectively according to the position and the size of the pipeline, a rubber gasket 20 is arranged between the lower edges of the angle steel 11 and the support beam 1, so that certain buffer relative deformation can be ensured between the angle steel 11 and the support beam, the angle steel 11 is protected from being damaged, a support core body 2 and the vertical edges of the angle steel 11 are connected by adopting a stopper 10, a guide rod which is guided by a spring 17 to slide can limit the relative displacement between the pipeline and the support beam 1, simultaneously, a part of seismic energy is dissipated, the support and the pipeline are protected from serious seismic damage, the support core body 2 and a bottom fixed iron plate 4 are connected by adopting a rolling steel ball 8 with a limiting groove 7, and the bottom fixed iron plate 4 is fixed on the support beam 1 of the pipeline by, the method can enable the support core body 2 and the bottom fixed iron plate 4 to freely slide, so that the limit relative displacement between the support core body 2 and the angle steel 11 can be ensured, the pipeline hoop 3 with the built-in rubber pad 16 is fixed on the support core body 2 through the upper anchoring bolt 5, the built-in rubber pad 16 can ensure that a certain buffer deformation exists between the pipeline hoop 3 and the pipeline in the earthquake, the local buckling earthquake damage of the pipeline at the position is protected, the rubber cushion block 15 is placed between the pipeline and the supporting beam 1 of the pipeline, the rubber cushion block 15 is fixed on the supporting beam 1 of the pipeline, the certain buffer deformation is ensured between the pipeline and the beam in the earthquake, and the earthquake damage of the pipeline is relieved.
Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that changes may be made in the embodiments and/or equivalents thereof without departing from the spirit and scope of the invention. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (8)
1. The utility model provides a spacing antidetonation fixing support that slides of pipeline, includes pipeline antidetonation support, its characterized in that: the pipeline anti-seismic support comprises a supporting beam (1) and two groups of support cores (2) symmetrically arranged right above the supporting beam (1), wherein the tops of the two groups of support cores (2) are provided with hoop (3), the bottoms of the two groups of support cores (2) are respectively provided with a bottom fixing iron plate (4), the two ends of the hoop (3) and the support cores (2) are fixedly provided with upper anchoring bolts (5), a pipe groove (6) is formed in the upper anchoring bolts, the bottom of the bottom fixing iron plate (4) is fixedly connected with the supporting beam (1), the upper surface of the bottom fixing iron plate is provided with a limiting groove (7), the limiting groove (7) is internally provided with a plurality of groups of rolling steel balls (8) in a rolling manner, the bottom of the support cores (2) is provided with butt joint grooves (9), the tops of the plurality of groups of rolling steel balls (8) are positioned in the butt joint grooves (9), and the, the outer end of stopper (10) is fixed with angle steel (11), two sets of mouthful (12), two sets of wearing have been seted up to the bottom of angle steel (11) are two sets of wear mouthful (12) internal thread tightening has lateral part anchor bolt (13), and is two sets of the lower extreme threaded fixation of lateral part anchor bolt (13) is on supporting beam (1), and is two sets of the inner bottom of support core (2) is formed with regulation notch (14), be provided with rubber cushion (15) in regulation notch (14), rubber cushion (15) are fixed in on supporting beam (1).
2. The pipeline limiting sliding anti-seismic fixed support according to claim 1, characterized in that: the hoop (3) is made of elastic metal materials, the inner side of the hoop is wrapped with a built-in rubber pad (16), and the built-in rubber pad (16) is of a cambered surface structure.
3. The pipeline limiting sliding anti-seismic fixed support according to claim 1, characterized in that: stopper (10) include guide bar and cover inlay in spring (17) in the guide bar outside, the guide bar is both ends formula structure and comprises a main section of thick bamboo (18) and interior pole (19), the inner of a main section of thick bamboo (18) is fixed on the outer wall of support core (2), interior pole (19) activity is interlude in a main section of thick bamboo (18) and outer end and angle steel (11) fixed connection.
4. The spacing antidetonation fixing support that slides of pipeline of claim 3, its characterized in that: one end of the spring (17) is in contact with the support core body (2) and the other end of the spring is in contact with the angle steel (11).
5. The pipeline limiting sliding anti-seismic fixed support according to claim 4, characterized in that: the angle steel (11) is of an L-shaped structure, and a rubber gasket (20) is arranged between the angle steel and the upper surface of the supporting cross beam (1).
6. The pipeline limiting sliding anti-seismic fixed support according to claim 5, characterized in that: the corner of angle steel (11) has still welded strengthening rib (21), strengthening rib (21) comprise a plurality of groups metal pole, a plurality of groups the metal pole is 45 degrees angle settings and both ends respectively with the both sides wall welding of angle steel (11).
7. The pipeline limiting sliding anti-seismic fixed support according to claim 4, characterized in that: the outside of support core (2) is vertical column structure and the bottom is horizontal column structure, the inboard machine-shaping of support core (2) is the cambered surface structure.
8. The pipeline limiting sliding anti-seismic fixed support according to claim 1, characterized in that: the diameter of the rolling steel ball (8) is larger than the sum of the depths of the limiting groove (7) and the butt joint groove (9).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202010909776.0A CN112032456A (en) | 2020-09-02 | 2020-09-02 | Spacing antidetonation fixing support that slides of pipeline |
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Application Number | Priority Date | Filing Date | Title |
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CN202010909776.0A CN112032456A (en) | 2020-09-02 | 2020-09-02 | Spacing antidetonation fixing support that slides of pipeline |
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CN202010909776.0A Pending CN112032456A (en) | 2020-09-02 | 2020-09-02 | Spacing antidetonation fixing support that slides of pipeline |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
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CN115046057A (en) * | 2022-07-04 | 2022-09-13 | 中建四局贵州投资建设有限公司 | Electromechanical modular support and hanger design device and installation method |
CN116146791A (en) * | 2023-04-19 | 2023-05-23 | 法耳茨建筑科技(常州)有限公司 | Building water supply and drainage pipeline anti-seismic bracket and application method thereof |
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CN104728525A (en) * | 2015-02-03 | 2015-06-24 | 成都大漠石油机械有限公司 | Shock-resistant petroleum pipeline fixing base |
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CN208816859U (en) * | 2018-08-30 | 2019-05-03 | 河北佳通环境工程有限公司 | A kind of embedded drip irrigation zone |
CN210920339U (en) * | 2019-09-10 | 2020-07-03 | 常玉会 | Pipeline laying fixing device for water conservancy construction |
CN211315346U (en) * | 2019-12-27 | 2020-08-21 | 青岛华德仪表工程有限公司 | Concatenation formula pipeline buttress |
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KR20130071973A (en) * | 2011-12-21 | 2013-07-01 | 현대중공업 주식회사 | Vessel piping location device |
CN104728525A (en) * | 2015-02-03 | 2015-06-24 | 成都大漠石油机械有限公司 | Shock-resistant petroleum pipeline fixing base |
CN105757344A (en) * | 2016-05-11 | 2016-07-13 | 四川行之智汇知识产权运营有限公司 | Petroleum pipeline bracket device |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115046057A (en) * | 2022-07-04 | 2022-09-13 | 中建四局贵州投资建设有限公司 | Electromechanical modular support and hanger design device and installation method |
CN116146791A (en) * | 2023-04-19 | 2023-05-23 | 法耳茨建筑科技(常州)有限公司 | Building water supply and drainage pipeline anti-seismic bracket and application method thereof |
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Application publication date: 20201204 |