Supporting structure for inclined section of outdoor pressure-bearing water conveying pipeline
By introducing components such as support rings, diagonal braces, and baffles into the support structure, directional sliding of the pipeline in the inclined section is achieved, solving the problem of the lack of directionality of existing supports, extending the service life of the support rings, and reducing operation and maintenance costs.
Patent Information
- Application Number
- CN202520181063.5
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-02-05
- Publication Date
- 2025-12-16
- Estimated Expiration
- 2035-02-05
AI Technical Summary
Existing sliding bearings lack orientation when used for inclined pipelines in open-air environments, resulting in pipeline displacement that does not meet requirements. They are also prone to damage due to factors such as temperature stress and media impact, increasing maintenance costs.
A support structure was designed, including a support ring, a support ring base plate, diagonal bracing feet, reinforcing ribs, and baffles. It is connected to a pre-embedded steel plate by pre-embedded bolts to restrict the lateral movement of the sliding support, allowing the pipeline to only move slightly along the axial direction. Combined with the directional connection of the support pier and the sliding support, the stability of the pipeline is ensured.
It improves the directionality of pipe sliding, reduces friction, extends the service life of the support ring, and lowers operation and maintenance costs.
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Figure CN223677201U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to the installation technical field of pressure pipeline in water conservancy and hydropower engineering, especially to a kind of support structure for outdoor pressure water pipeline inclined section. BACKGROUND
[0002] Pipeline transportation is widely used in various industries, and media such as heat, water, natural gas and oil are transported through pipelines. As a transport carrier, the support ring of the metal pipeline is generally connected to the pipeline base (support pier) in a fixed manner. When the pipeline is subjected to external environmental temperature changes and the temperature changes of the transported medium, the pipeline will displace. If the support ring of the pressure pipeline is directly fixed on the pipeline support pier, the support ring will be damaged when the pipeline is subjected to temperature stress, medium impact force, cavitation effect and other factors, resulting in high maintenance cost and affecting the normal operation of the project. Therefore, a sliding support is usually provided between the support ring and the support pier to allow the pipeline to displace without directionality. However, the existing sliding support is usually placed horizontally, and the upper structure of the support is allowed to slide horizontally left and right and front and back, also without directionality. For the relatively steep inclined pipe section of the pressure pipeline in the open environment, the requirement of only allowing the pipeline to displace along the axis direction is not met. SUMMARY
[0003] To solve the above problems, the utility model provides a kind of support structure for outdoor pressure water pipeline inclined section, and the specific technical scheme can be as follows:
[0004] The support structure for outdoor pressure water pipeline inclined section, the water pipeline is connected to the support pier through the sliding support, and includes a support ring fixed on the water pipeline, and a support ring bottom plate is arranged at the bottom of the support ring. It also includes a support pad stone arranged on the support pier, and a pre-buried bolt and a pre-buried steel plate are arranged on the support pad stone. The lower steel plate of the sliding support is connected to the support pad stone through the pre-buried bolt, and the upper steel plate of the sliding support is fixedly connected to the support ring through the support ring bottom plate. A baffle is arranged on the pre-buried steel plate outside the water pipeline, and the baffle is a " structure composed of a horizontal top plate, a vertical plate and a horizontal bottom plate connected in sequence, and the horizontal top plate is flush with the support ring bottom plate, and the horizontal bottom plate is welded to the pre-buried steel plate around.
[0005] The bottom of the support ring is provided with inclined support feet on both sides, the inclined support feet are symmetrically arranged along the central axis of the water pipeline, and the support ring bottom plate is arranged at the bottom of each inclined support foot.
[0006] A reinforcing rib is arranged on the support ring bottom plate on both sides of the inclined support foot, and the reinforcing rib is perpendicular to the plane where the inclined support foot is located.
[0007] The support pad stones are arranged in pairs on each buttress, and each support pad stone is arranged below the bottom plate of the support ring.
[0008] The embedded bolts are arranged at four legs of the lower steel plate of the sliding support.
[0009] One embedded steel plate is arranged on each support pad stone and located at one side of the support pad stone close to the outer side of the water conveying pipeline.
[0010] The buttresses are arranged at the middle part of the inclined section of the water conveying pipeline, and the two ends of the inclined section of the water conveying pipeline are arranged on the buttresses.
[0011] The support structure for the inclined section of the outdoor pressure-bearing water conveying pipeline is suitable for the water conveying pipeline with the buttresses arranged at two ends and the buttresses supporting the middle section, the mounting surface of the buttress and the sliding support mounted on the buttress are consistent with the inclination of the pipeline, the support ring is sleeved on the outer side of the pipeline, the sliding support is connected with the support ring and the buttress, and the baffle for resisting the non-axial movement of the sliding support is arranged on one side of the sliding support and connected with the buttress, through the above measures, the defects that the traditional sliding support can only be placed horizontally and can slide without direction are broken, the defects that the traditional sliding support has no limitation on the sliding of the pipeline and the fixed support excessively limits the pipeline are avoided, the traditional sliding support can be applied to the installation of the inclined section of the water conveying pipeline, the sliding direction of the pipeline is regulated, the pipeline only has the activity space along the axial direction of the pipeline, the directionality of the sliding of the pipeline is improved, the pipeline and the support ring are prevented from being damaged due to the friction caused by the contact with the buttress due to temperature stress, water hammer effect, cavitation effect and the like, the service life of the support ring is prolonged, and the operation and maintenance cost of the water pressure pipeline in the open environment is reduced. BRIEF DESCRIPTION OF DRAWINGS
[0012] Figure 1 is a structural schematic diagram of the utility model.
[0013] Figure 2 is Figure 1 a top view of
[0014] Figure 3 is Figure 1 an A-A sectional view of
[0015] Figure 4 is Figure 3 a connection enlarged view of the right side inclined support leg and the buttress in
[0016] Figure 5 is Figure 2 a connection schematic view of a single sliding support in
[0017] Figure 6 is an installation structure schematic view of the reinforcing ribs on the bottom plate of the support ring.
[0018] Figure 7 is a connection structure diagram of the baffle and the embedded steel plate. DETAILED DESCRIPTION
[0019] The embodiments of the utility model will be described in detail below with reference to the drawings, and the embodiments are implemented on the premise of the technical scheme of the utility model, detailed implementation modes and specific construction processes are given, but the protection scope of the utility model is not limited to the following embodiments.
[0020] As Figures 1-7 shown, the support structure for the inclined section of the outdoor pressure-bearing water conveying pipeline is suitable for the installation of petroleum pipelines, natural gas pipelines, heat pipelines, conveying pipelines and the like, and is especially suitable for the inclined section M of the water conveying pipeline in the open environment in the water conservancy project, which is usually arranged with abutments at both ends of the water conveying pipeline M and is supported with buttress N at the middle pipe section, so that the pipeline has a space for micro-sliding along the pipe axis direction through the special connection structure between the buttress N, the sliding support 1 and the water conveying pipeline M, thereby the frictional resistance generated by the contact between the water conveying pipeline M and the buttress N due to the temperature stress, water hammer effect, cavitation effect and the like can be reduced, and the service life of the sliding support is prolonged, and the operation and maintenance cost of the water conveying pressure pipeline in the open environment is reduced.
[0021] The mounting surface of the aforementioned support N is inclined at the same angle as the water pipeline M, and the connection structure between the support N, the sliding support 1, and the water pipeline M is as follows: A pair of support pads 2 are installed on each support N. The support pads 2 are concrete structures, and their center lines are perpendicular to the central axis of the water pipeline M. Each support pad 2 is provided with four embedded bolts 3 and one embedded steel plate 4. Several support rings 5 are welded and fixed to the water pipeline M. The number of support rings 5 is equal to the number of support N, and each support ring 5 is coplanar with the center line of the support pad 2 below it. The support rings 5 have the same structure. Each support ring 5 has a plate-type inclined support foot 51 on both sides of its bottom. Each inclined support foot 51 has a support ring bottom plate 52 welded to its bottom, parallel to the mounting surface of the support N. Preferably, the support ring bottom plate 52 is also provided with reinforcing ribs 53 located on both sides of the inclined support foot 51, and the reinforcing ribs 53 are perpendicular to the plane of the inclined support foot 51. The diagonal bracing feet 51 and the base plate 52 of the same support ring 5 are symmetrically arranged along the central axis of the water pipeline M, and each base plate 52 of the support ring corresponds to the position of the support pad 2 below it. Both are connected to a sliding support 1 in the following manner: The four feet of the lower steel plate of the sliding support 1 are connected to four pre-embedded bolts 3, thereby connecting the sliding support 1 to the support pad 2; the upper steel plate of the sliding support 1 is welded to the base plate 52 of the support ring, thereby connecting the sliding support 1 to the water pipeline M. This connection method allows the water pipeline M to form a non-fixed connection with the support pad 2, enabling the water pipeline M to slide. Furthermore, a baffle 6 is installed on the pre-embedded steel plate 4 of the support pad 2. This baffle 6 is located outside the water pipeline M and is composed of a horizontal top plate 61, a vertical plate 62, and a horizontal bottom plate 63 connected in sequence. The structure includes a horizontal top plate 61 flush with the bottom plate 52 of the support ring, and the horizontal bottom plate 63 is welded to the pre-embedded steel plate 4 around its perimeter. The baffle 6 effectively restricts the lateral movement of the sliding support 1, preventing lateral deformation and swaying of the water pipeline M. Therefore, the connection structure between the support N, the sliding support 1, and the water pipeline M meets the requirements for inclined installation of the water pipeline M, allowing the water pipeline M to form a non-fixed connection with the support pad 2, and enabling only slight displacement along the pipeline axis. This avoids damage caused by lateral swaying of the pipeline during operation due to shock waves, thereby extending the service life of the sliding support.
[0022] The construction of this utility model includes the following steps:
[0023] The first step is to weld the support ring 5 onto the water pipeline M, and weld the support ring base plate 52 to the bottom of the support ring 5.
[0024] The second step is to pour concrete on the support pier N to form the support pad stone 2. At the same time, pre-embedded bolts 3 and pre-embedded steel plates 4 are installed on the support pad stone 2.
[0025] Thirdly, the sliding support 1 is installed on the support cushion stone 2, wherein the lower steel plate of the sliding support 1 is connected and fixed with the support cushion stone 2 through the embedded bolt 3, and the upper steel plate of the sliding support 1 is welded and fixed with the support ring bottom plate 52;
[0026] Fourthly, the baffle 6 is installed on the support cushion stone 2, the baffle 6 is located outside the water conveying pipeline M, and the bottom of each baffle 6 is welded and connected with the embedded steel plate 4 and the top is flush with the support ring 5 bottom plate.
[0027] It should be noted that in the description of the present application, the terms indicating the orientation or position relationship such as "front", "back", "left", "right", "vertical", "horizontal", "inner", "outer" and the like are based on the orientation or position relationship shown in the drawings, and are only for the convenience of describing the present application and simplifying the description, and therefore cannot be understood as limiting the present application. The device or element must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as limiting the present application.
Claims
1. A support structure for an inclined section of an outdoor pressurized water pipeline connected to a buttress by sliding supports, characterized in that: The system includes a support ring fixed to the water pipeline, with a support ring base plate at its bottom; a support pad stone mounted on the pier, with pre-embedded bolts and a pre-embedded steel plate on the support pad stone; the lower steel plate of the sliding support is connected to the support pad stone via the pre-embedded bolts, and the upper steel plate of the sliding support is fixedly connected to the support ring via the support ring base plate; a baffle plate located outside the water pipeline is mounted on the pre-embedded steel plate, the baffle plate being composed of a horizontal top plate, a vertical plate, and a horizontal bottom plate connected in sequence. The structure is such that the horizontal top plate is flush with the bottom plate of the support ring, and the four sides of the horizontal bottom plate are welded to the pre-embedded steel plate.
2. The support structure for an inclined section of an outdoor pressurized water pipeline according to claim 1, characterized in that: The bottom of the support ring is provided with two inclined support feet which are symmetrically arranged along the central axis of the water conveying pipeline, and the support ring bottom plate is arranged at the bottom of each inclined support foot.
3. The support structure for an inclined section of an outdoor pressurized water pipeline according to claim 2, characterized in that: The support ring bottom plate is provided with a reinforcing rib on both sides of the inclined support feet, and the reinforcing rib is perpendicular to the plane on which the inclined support feet are arranged.
4. The support structure for an inclined section of an outdoor pressurized water pipeline according to claim 1, characterized in that: The support base cushion stones are arranged in pairs on each support pier, and each support base cushion stone is arranged below the support ring bottom plate.
5. The support structure for an inclined section of an outdoor pressurized water pipeline according to claim 1, characterized in that: The pre-buried bolts are arranged at the four feet of the lower steel plate of the sliding support.
6. The support structure for an inclined section of an outdoor pressurized water pipeline according to claim 1, characterized in that: The pre-buried steel plate is arranged on each support base cushion stone, and is located on the side of the support base cushion stone close to the outside of the water conveying pipeline.
7. The support structure for an inclined section of an outdoor pressurized water pipeline according to claim 1, characterized in that: The support piers are arranged at the middle part of the inclined section of the water conveying pipeline, and the two ends of the inclined section of the water conveying pipeline are arranged on the abutments.