A wall attachment seismic isolation structure for a piping system

CN224850384UActive Publication Date: 2026-10-13CHINA CONSTR SECOND BUREAU INSTALLATION ENG CO LTD +1
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Patent Information

Application Number
CN202522587755.2
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-12-05
Publication Date
2026-10-13
Estimated Expiration
2035-12-05

AI Technical Summary

Technical Problem

当地震发生时,建筑结构产生的水平与竖向振动会通过传统刚性支架直接传递至管道,从而引发一系列问题:首先,管道与支架连接处易出现应力集中,导致破裂或变形;同时,由于管道与墙体之间为刚性连接,缺乏有效的耗能机制,无法衰减地震能量;此外,在多根管道并列布置的情况下,因缺乏整体约束,各管道振动不同步,容易相互碰撞

Benefits of technology

[0014]1、本实用新型通过内外两侧的条板支撑和拉结螺栓,将多根管道连成整体,防止各管道振动不同步,条板支撑的竖板段紧贴管道侧壁,提供有效的侧向约束,避免管道水平位移过大;两个条板支撑形成夹持结构,确保管道系统的整体稳定性,整体协同工作性能较强。同时,本实用新型采用倒L形钢支架的设计,既保证与墙体的可靠连接,又为隔振器提供安装平台;钢支架横边超出管道外侧面,为外侧隔振器提供足够的安装空间;斜撑的设置进一步增强钢支架的稳定性和承载能力。

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Abstract

The utility model provides a kind of attached wall vibration isolation structure for pipeline system, including steel support, strip support and vibration isolator.Steel support is arranged along wall body, and it is inverted L shape, vertical edge is connected with wall body, and horizontal edge exceeds pipeline outside.Strip support is equipped with two, and it is clamped in two sides of pipeline inside and outside respectively, including vertical plate section and horizontal plate section that are attached to the lateral wall of pipeline, and two are connected by pull bolt.Vibration isolator is equipped with two groups, and is installed in the top of steel support, and upper end is supported and connects the bottom of horizontal plate section.Vibration isolator uses spring to provide vertical isolation, and horizontal seismic energy is dissipated by the friction and deformation of clamp plate and energy-dissipation washer.The utility model effectively solves the vibration control problem of pipeline system under the action of earthquake, with multiple isolation energy dissipation, overall collaborative work, and the characteristics such as adaptation attached wall arrangement, significantly improve the seismic safety of pipeline system.
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Description

Technical Field

[0001] The utility model relates to the field of seismic resistance technology of building structures, and in particular to a wall-mounted seismic isolation structure for pipeline systems. Background Technology

[0002] In building water supply, drainage, fire protection, and ventilation piping systems, risers are typically laid vertically along the walls and directly fixed to the building walls using supports. When an earthquake occurs, the horizontal and vertical vibrations generated by the building structure are directly transmitted to the pipes through traditional rigid supports, causing a series of problems: First, stress concentration easily occurs at the connection between the pipe and the support, leading to cracks or deformation; second, because the connection between the pipe and the wall is rigid, there is a lack of effective energy dissipation mechanisms, making it impossible to attenuate earthquake energy; third, when multiple pipes are arranged in parallel, due to the lack of overall constraint, the vibrations of each pipe are asynchronous, making them prone to collisions.

[0003] While the simple elastic supports used in the existing technology can provide some vertical seismic isolation, they still have many shortcomings: the horizontal seismic isolation effect is limited and there is a lack of effective energy dissipation mechanism; they are poorly adaptable to pipe systems attached to the wall; they lack overall control in multi-pipe systems; and the seismic isolation devices have poor durability and their performance degrades significantly after long-term use.

[0004] Therefore, there is an urgent need to develop a wall-mounted seismic isolation structure that can effectively address the above problems in order to improve the safety and reliability of pipeline systems under seismic loads. Utility Model Content

[0005] The purpose of this invention is to provide a wall-mounted seismic isolation structure for pipeline systems, which aims to solve the technical problems of traditional wall-mounted pipelines being prone to damage, instability, and connection failure during earthquakes due to insufficient rigid connections and seismic isolation measures.

[0006] To achieve the above objectives, the present invention adopts the following technical solution.

[0007] A riser wall-mounted seismic isolation structure is used to isolate a group of pipes from vibration. It includes steel supports, strip supports, and vibration isolators. A set of steel supports is arranged at intervals along the long axis of the wall. Each steel support is inverted L-shaped, with its vertical side connected to the wall and its horizontal end extending beyond the outer surface of the pipe. Two strip supports are provided, clamped on the inner and outer sides of the group of pipes respectively. Each strip support includes a vertical section and a horizontal section, with the vertical section attached to the side wall of the group of pipes. Tie bolts are spaced between the two strip supports. Two sets of vibration isolators are provided, arranged on the inner and outer sides of the group of pipes respectively, and correspondingly installed on the top of the steel supports, with the upper end of the vibration isolator supported by the bottom of the horizontal section.

[0008] Preferably, the bottom of the steel support is provided with diagonal bracing to enhance the support's resistance to overturning.

[0009] Preferably, the vibration isolator includes a base plate, a top plate, insert plates, clamping plates, and springs; a short column is provided in the middle of the top surface of the base plate; the spring is sleeved on the outside of the short column and fixedly connected to the base plate, with the top of the spring extending beyond the top of the short column and having a connector at its top; two clamping plates are provided, spaced apart on the top surface of the base plate and located on both sides of the spring; the horizontal cross-section of each clamping plate is arc-shaped, and an energy-dissipating pad is provided on its inner side; the top plate is located above the connector, and the two are connected by connecting bolts; two insert plates are provided at the bottom of the top plate and inserted into the inner sides of the two clamping plates; the clamping plates are in contact with the corresponding energy-dissipating pads, and a gap is left between the bottom end of the clamping plate and the base plate to allow the clamping plates to undergo elastic deformation and dissipate energy during an earthquake.

[0010] Preferably, the vibration isolator is connected to the horizontal plate segment by connecting bolts, which facilitates installation and maintenance.

[0011] Preferably, the vertical plate segment is connected to the wall by pre-embedded bolts to ensure the stability of the plate support.

[0012] Preferably, the cross-section of the strip support is inverted L-shaped or horizontal T-shaped to adapt to different pipeline layout requirements.

[0013] Compared with the prior art, the present invention has the following features and beneficial effects.

[0014] 1. This utility model connects multiple pipes into a whole through strip supports on both the inner and outer sides and tie bolts, preventing asynchronous vibration of the pipes. The vertical plate section of the strip support is close to the side wall of the pipe, providing effective lateral restraint and preventing excessive horizontal displacement of the pipe. The two strip supports form a clamping structure, ensuring the overall stability of the pipeline system and strong overall collaborative performance. Simultaneously, this utility model adopts an inverted L-shaped steel bracket design, ensuring reliable connection with the wall and providing an installation platform for vibration isolators. The horizontal side of the steel bracket extends beyond the outer side of the pipe, providing sufficient installation space for the outer vibration isolators. The diagonal bracing further enhances the stability and load-bearing capacity of the steel bracket.

[0015] 2. This utility model has multiple vibration isolation and energy dissipation mechanisms. The spring in the vibration isolator provides effective buffering. At the same time, the friction and elastic deformation of the clamping plate and the energy dissipation pad provide vibration isolation and energy dissipation capabilities. The gap design between the bottom end of the clamping plate and the base plate allows the clamping plate to deform moderately during an earthquake, further dissipating energy.

[0016] 3. The vibration isolator of this utility model adopts a modular design, which facilitates factory production and on-site installation. The design of the connecting bolts facilitates adjustment, replacement and maintenance. The strip support can be flexibly adjusted according to the number and size of the pipeline, which is highly adaptable. The energy dissipation gasket is made of wear-resistant material to ensure stable performance and durability over a long period of use. The spring is set outside the short column to prevent spring instability and improve service life. All connection parts adopt reliable connection methods to ensure safety under seismic action. Attached Figure Description

[0017] The present invention will now be described in further detail with reference to the accompanying drawings.

[0018] Figure 1 This is a plan view of the wall-mounted seismic isolation structure of this utility model.

[0019] Figure 2 yes Figure 1 A schematic diagram of the cross-sectional structure of AA.

[0020] Figure 3 This is a schematic diagram of the connection structure between the vibration isolator and the strip support in this utility model.

[0021] Attached reference numerals: 1-pipeline, 2-steel support, 3-vibration isolator, 3.1-base plate, 3.2-top plate, 3.3-insertion plate, 3.4-clamping plate, 3.5-spring, 3.6-short column, 3.7-connector, 3.8-energy dissipation pad, 3.9-connecting bolt, 4-strip support, 4.1-vertical plate section, 4.2-horizontal plate section, 5-wall, 6-tie bolt, 7-diagonal brace, 8-embedded bolt. Detailed Implementation

[0022] like Figure 1-3 As shown, this wall-mounted seismic isolation structure for a pipeline system is used to isolate a group of pipes 1. In this embodiment, the group of pipes 1 is arranged parallel to and at intervals with the wall 5. The wall-mounted seismic isolation structure includes steel supports 2, strip supports 4, and vibration isolators 3. There is a group of steel supports 2, which are arranged at intervals along the long axis of the wall 5. Each steel support 2 is inverted L-shaped, and the vertical side of the steel support 2 is connected to the wall 5, while the horizontal end of the steel support 2 extends beyond the outer surface of the pipe 1. The strip supports 4 have... Two strip supports 4 are respectively clamped on the inner and outer sides of a set of pipes 1; each strip support 4 includes a vertical plate section 4.1 and a horizontal plate section 4.2; the vertical plate section 4.1 is attached to the side wall of the set of pipes 1; tie bolts 6 are spaced between the two strip supports 4 to enhance the clamping force; there are two sets of vibration isolators 3, respectively arranged on the inner and outer sides of the set of pipes 1; the vibration isolators 3 are correspondingly installed on the top of the steel bracket 2, and the upper end of the vibration isolator 3 is supported by the bottom of the horizontal plate section 4.2.

[0023] In this embodiment, the bottom of the steel support 2 is provided with a diagonal brace 7 to improve its anti-overturning ability.

[0024] In this embodiment, the vibration isolator 3 includes a base plate 3.1, a top plate 3.2, an insert plate 3.3, a clamping plate 3.4, and a spring 3.5; a short column 3.6 is provided in the middle of the top surface of the base plate 3.1; the spring 3.5 is sleeved on the short column 3.6 and is fixedly connected to the base plate 3.1, with the top of the spring 3.5 extending beyond the top of the short column 3.6; a connector 3.7 is provided on the top of the spring 3.5; there are two clamping plates 3.4, which are spaced apart on the top surface of the base plate 3.1, located on both sides of the spring 3.5; the horizontal cross-section of each clamping plate 3.4 is arc-shaped, and in An energy-dissipating pad 3.8 is provided on the inner side of the clamping plate 3.4; the top plate 3.2 is located above the connector 3.7, and the top plate 3.2 and the connector 3.7 are connected by connecting bolts 3.9 for easy installation and disassembly; there are two insert plates 3.3, which are located at the bottom of the top plate 3.2 and inserted into the inner side of the two insert plates 3.3; the horizontal cross-section of the clamping plate 3.4 is arc-shaped, and each clamping plate 3.4 contacts the surface of the energy-dissipating pad 3.8 on the corresponding side; a gap is left between the bottom end of the clamping plate 3.4 and the bottom plate 3.1 to allow the clamping plate to undergo elastic deformation and dissipate energy during an earthquake. Under seismic action, this utility model provides vertical seismic isolation through the spring 3.5 of the vibration isolator 3, and dissipates horizontal seismic energy through the friction and deformation of the clamping plate 3.4 and the energy-dissipating pad 3.8, thereby effectively protecting the safety of the pipeline system.

[0025] In this embodiment, the vibration isolator 3 is connected to the horizontal plate segment 4.2 by the connecting bolt 3.9.

[0026] In this embodiment, the vertical plate segment 4.1 is connected to the wall 5 by pre-embedded bolts 8.

[0027] In this embodiment, the cross-section of the strip support 4 is an inverted L-shape or a horizontal T-shape.

[0028] The above description is only a preferred embodiment of the present utility model and does not limit the patent scope of the present utility model. All equivalent structural transformations made under the inventive concept of the present utility model using the contents of the present utility model specification and drawings, or direct / indirect applications in other related technical fields, are included within the patent protection scope of the present utility model.

Claims

1. A wall-mounted seismic isolation structure for a pipeline system, used for seismic isolation of a group of pipelines (1); characterized in that: It includes steel supports (2), strip supports (4), and vibration isolators (3); there is one set of steel supports (2), which are arranged at intervals along the long axis of the wall (5); each steel support (2) is inverted L-shaped, and the vertical side of the steel support (2) is connected to the wall (5), and the horizontal end of the steel support (2) extends beyond the outer side of the pipe (1); there are two strip supports (4), which are respectively clamped on the inner and outer sides of a set of pipes (1); the strip supports (4) are... The plate support (4) includes a vertical plate section (4.1) and a horizontal plate section (4.2); the vertical plate section (4.1) is attached to the side wall of a set of pipes (1); tie bolts (6) are spaced between the two plate supports (4); there are two sets of vibration isolators (3), which are respectively arranged on the inner and outer sides of a set of pipes (1); the vibration isolators (3) are installed on the top of the steel bracket (2), and the upper end of the vibration isolator (3) is supported by the bottom of the horizontal plate section (4.2).

2. The wall-mounted seismic isolation structure for pipeline systems according to claim 1, characterized in that: The bottom of the steel bracket (2) is provided with a diagonal brace (7).

3. The wall-mounted seismic isolation structure for pipeline systems according to claim 1, characterized in that: The vibration isolator (3) includes a base plate (3.1), a top plate (3.2), an insert plate (3.3), a clamping plate (3.4), and a spring (3.5); a short column (3.6) is provided in the middle of the top surface of the base plate (3.1); the spring (3.5) is sleeved on the short column (3.6), and the spring (3.5) is fixedly connected to the base plate (3.1), with the top of the spring (3.5) extending beyond the top of the short column (3.6); a connector (3.7) is provided on the top of the spring (3.5); there are two clamping plates (3.4), which are spaced apart on the top surface of the base plate (3.1) and located on both sides of the spring (3.5); each clamping plate (3.4) has a 3.5-3.6 ... 4) The horizontal cross-sections are all arc-shaped, and energy-consuming pads (3.8) are provided on the inner side of the clamping plate (3.4); the top plate (3.2) is located above the connector (3.7), and the top plate (3.2) and the connector (3.7) are connected by connecting bolts (3.9); there are two insert plates (3.3), and the two insert plates (3.3) are located at the bottom of the top plate (3.2) and inserted into the inner side of the two insert plates (3.3); the horizontal cross-sections of the clamping plate (3.4) are all arc-shaped, and each clamping plate (3.4) is in contact with the energy-consuming pad (3.8) on the corresponding side; a gap is left between the bottom end of the clamping plate (3.4) and the bottom plate (3.1).

4. The wall-mounted seismic isolation structure for pipeline systems according to claim 3, characterized in that: The vibration isolator (3) is connected to the horizontal plate segment (4.2) by the connecting bolt (3.9).

5. The wall-mounted seismic isolation structure for pipeline systems according to claim 1, characterized in that: The vertical plate section (4.1) is connected to the wall (5) by pre-embedded bolts (8).

6. The wall-mounted seismic isolation structure for pipeline systems according to claim 1, characterized in that: The cross-section of the strip support (4) is an inverted L-shape or a horizontal T-shape.