CN220623024U - Temporary support for mountain area pipeline laying - Google Patents
Temporary support for mountain area pipeline laying Download PDFInfo
- Publication number
- CN220623024U CN220623024U CN202322402237.XU CN202322402237U CN220623024U CN 220623024 U CN220623024 U CN 220623024U CN 202322402237 U CN202322402237 U CN 202322402237U CN 220623024 U CN220623024 U CN 220623024U
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- pipeline
- supporting
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- supporting plate
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- 230000008093 supporting effect Effects 0.000 claims abstract description 95
- 230000002457 bidirectional effect Effects 0.000 claims description 7
- 230000000670 limiting effect Effects 0.000 abstract description 3
- 238000003466 welding Methods 0.000 abstract description 2
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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- Supports For Pipes And Cables (AREA)
Abstract
The utility model discloses a temporary support for laying pipelines in mountainous areas, which comprises a pipeline supporting plate for supporting the pipelines, a concrete cushion layer and a supporting unit, wherein the concrete cushion layer is poured in a ballast groove, and the pipeline supporting plate is of an arc-shaped structure matched with the side wall of the pipeline; the supporting unit comprises three obliquely arranged adjusting supporting rods, the bottoms of the welding pipeline supporting plates of the adjusting supporting rods are propped against the concrete cushion layer, and the three adjusting supporting rods form a tripod. According to the utility model, the pipeline supporting plate is supported by the adjusting type supporting rod, the pipeline supporting plate is tightly attached to the pipeline by adjusting the length of the adjusting type supporting rod, so that the supporting effect is ensured, the pipeline is prevented from being displaced in the up-down direction, the pipeline is prevented from being horizontally moved due to the limiting effect of the pipeline supporting plate, the stability of the pipeline is ensured, and the pouring quality of the ballast is further ensured. The utility model can be poured into the pier concrete without secondary dismantling, thereby further improving the pier quality.
Description
Technical Field
The utility model relates to the field of mountain area pipeline construction, in particular to a supporting structure for mountain area pipeline laying.
Background
In hydraulic and hydroelectric engineering, the situation that a pressure pipeline is buried in a mountain area is frequently encountered. When the construction, often set up the ballast in the turn department of pipeline, utilize the fixed pressure pipeline of ballast, avoid pressure pipeline displacement. At present, the ballast is of a concrete structure, and most of the ballast adopts an in-situ pouring mode. Because the pipeline is suspended above the ballast, the pipeline is required to be temporarily supported before the ballast is poured. At present, the steel bars are adopted for temporary support, so that stability is poor, and the pipeline is easy to displace when the ballast is poured, so that pouring quality of the ballast is affected. Thus, how to design a support structure to improve the stability of the pipe is critical to improving the ballast casting quality.
Disclosure of Invention
In view of the above, the present utility model provides a support structure for mountain area pipe laying, which is effective.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model relates to a support structure for mountain area pipeline laying, which is characterized in that: the concrete pile foundation pile comprises a pipeline supporting plate for supporting a pipeline, a concrete cushion layer and a supporting unit, wherein the concrete cushion layer and the supporting unit are poured in a ballast groove, the pipeline supporting plate is of an arc-shaped structure matched with the side wall of the pipeline, and the width of the pipeline supporting plate is more than or equal to 300mm; the supporting unit comprises three obliquely arranged adjusting supporting rods, the bottom of the pipeline supporting plate is welded by the adjusting supporting rods, the bottom of the adjusting supporting rods is propped against the concrete cushion layer, and the three adjusting supporting rods form a tripod.
The beneficial effects are that: according to the utility model, the pipeline supporting plate is supported by the adjusting type supporting rod, the pipeline supporting plate is tightly attached to the pipeline by adjusting the length of the adjusting type supporting rod, so that the supporting effect is ensured, the pipeline is prevented from being displaced in the up-down direction, the pipeline is prevented from being horizontally moved due to the limiting effect of the pipeline supporting plate, the stability of the pipeline is ensured, and the pouring quality of the ballast is further ensured. In addition, the utility model can be poured in the pier concrete without secondary dismantling, thereby further improving the pier quality.
Preferably, the adjustable support rod comprises an upper support rod and a lower support rod, and the upper support rod and the lower support rod are connected through a bidirectional threaded sleeve. When actually installing, two sections of screw thread directions of the bidirectional screw thread sleeve are opposite, the screw thread directions of the screw thread section of the upper supporting rod and the screw thread section of the lower supporting rod are also opposite, and the screw-out and the simultaneous selection of the upper supporting rod and the lower supporting rod are realized by rotating the bidirectional screw thread sleeve, so that the flexible adjustment of the length of the adjustable supporting rod is realized, the operation is simple and convenient, and the pipeline supporting plate and the pipeline can be tightly attached.
Preferably, the height of the side plate of the pipeline supporting plate is more than or equal to the radius of the pipeline, and the supporting effect is effectively ensured.
Preferably, the bottom of the adjusting type supporting rod is provided with a supporting block matched with the concrete cushion layer, the supporting block can increase the contact area, and the supporting stability of the adjusting type supporting rod is further improved.
Compared with the prior art, the pipeline supporting plate is supported by the adjusting type supporting rods, the pipeline supporting plate is tightly attached to the pipeline by adjusting the length of the adjusting type supporting rods, so that the supporting effect is guaranteed, the pipeline is prevented from being displaced in the up-down direction, the limiting effect of the pipeline supporting plate can also prevent the pipeline from being horizontally moved, the stability of the pipeline is guaranteed, and the pouring quality of the ballast is further guaranteed. In addition, the utility model can be poured in the pier concrete without secondary dismantling, thereby further improving the pier quality.
Drawings
Fig. 1 is a schematic structural view of the present utility model.
Fig. 2 is a schematic view in the A-A direction of fig. 1.
Detailed Description
The following describes embodiments of the present utility model in detail with reference to the accompanying drawings, and the embodiments and specific operation procedures are given by the embodiments of the present utility model under the premise of the technical solution of the present utility model, but the scope of protection of the present utility model is not limited to the following embodiments.
It should be noted that in the description of the present utility model, relational terms such as "first" and "second", and the like are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions.
In the description of the present utility model, the terms "coupled," "connected," and "connected," as may be used broadly, and may be connected, for example, fixedly, detachably, or integrally, unless otherwise specifically defined and limited; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present utility model can be understood by those skilled in the art in specific cases.
As shown in fig. 1-2, the support structure for mountain area pipeline laying comprises a pipeline support plate 2 for supporting a pipeline 1, a concrete cushion layer 3 poured in a ballast groove and two support units positioned below the pipeline support plate 2, wherein the pipeline support plate 2 is provided with an arc-shaped groove matched with the side wall of the pipeline 1, the width of the pipeline support plate 2 is more than or equal to 300mm, and the contact area is increased; the supporting unit includes the regulation formula bracing piece 4 that three slope set up, and the bottom of every regulation formula bracing piece 4 welding pipeline layer board 2, and the bottom of regulation formula bracing piece 4 supports on concrete cushion 3, and the tripod is formed to the regulation formula bracing piece 4 of three, effectively guarantees the supporting stability. During construction, the pipeline supporting plate 2 is clamped on the pipeline 1 from the lower part of the pipeline 1, then the length of the adjusting type supporting rod 4 is adjusted, so that the pipeline supporting plate 2 and the pipeline 1 are tightly attached together, further the supporting effect is guaranteed, the pipeline 1 can be prevented from being displaced in the upper and lower directions, the pipeline supporting plate 2 can be limited, the pipeline 1 can be prevented from being horizontally moved, the stability of the pipeline 1 is guaranteed, and the pouring quality of the ballast is further guaranteed. In addition, can directly pour in the concrete when pouring the ballast, need not the secondary and demolish, further improve the ballast quality.
As can be seen in connection with fig. 2, the adjustable support bar 4 comprises an upper support bar 4.1 and a lower support bar 4.2, the upper support bar 4.1 and the lower support bar 4.2 being connected by a bi-directional threaded sleeve 4.3. The two sections of screw thread directions of the bidirectional screw thread sleeve 4.3 are opposite, the screw thread directions of the screw thread section of the upper support rod 4.1 and the screw thread section of the lower support rod 4.2 are also opposite, the simultaneous screwing-out and simultaneous selection of the upper support rod 4.1 and the lower support rod 4.2 can be realized through rotating the bidirectional screw thread sleeve 4.3, the flexible adjustment of the length of the adjustable support rod 4 is realized, the operation is simple and convenient, and the close fit between the pipeline support plate 2 and the pipeline 1 can be ensured.
During actual processing, the height of the side plate of the pipeline supporting plate 2 is more than or equal to the radius of the pipeline 1, so that the supporting effect is effectively ensured; the bottom of regulation formula bracing piece 4 is provided with the supporting shoe with concrete cushion 3 complex, and supporting shoe multiplicable area of contact further improves the supporting stability of regulation formula bracing piece 4.
During actual processing, the pipeline supporting plate 2 is preferably a steel plate, the pipeline supporting plate 2 is of a U-shaped structure, the inner side wall of the pipeline supporting plate is of an arc-shaped structure matched with the pipeline 1, the upper supporting rod 4.1 and the lower supporting rod 4.2 are preferably high-strength steel bars, the supporting block is a steel block, the bidirectional threaded sleeve 4.3 is a steel sleeve, and the supporting performance is effectively guaranteed.
During actual construction, the supporting quantity can be flexibly selected according to the pipe diameter and the length of the pipeline 1, so that the supporting requirement of the suspended pipeline 1 above the ballast is met, and the displacement phenomenon of the pipeline 1 during pouring of the ballast concrete is avoided.
It should be emphasized that the above description is merely a preferred embodiment of the present utility model, and the present utility model is not limited to the above embodiment, but may be modified without inventive effort or equivalent substitution of some of the technical features described in the above embodiments by those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model should be included in the protection scope of the present utility model.
Claims (4)
1. The utility model provides a mountain area is temporary support for pipeline laying which characterized in that: the concrete pile foundation pile comprises a pipeline supporting plate for supporting a pipeline, a concrete cushion layer and a supporting unit, wherein the concrete cushion layer and the supporting unit are poured in a ballast groove, the pipeline supporting plate is of an arc-shaped structure matched with the side wall of the pipeline, and the width of the pipeline supporting plate is more than or equal to 300mm; the supporting unit comprises three obliquely arranged adjusting supporting rods, the bottom of the pipeline supporting plate is welded by the adjusting supporting rods, the bottom of the adjusting supporting rods is propped against the concrete cushion layer, and the three adjusting supporting rods form a tripod.
2. The temporary support for mountain area pipe laying according to claim 1, wherein: the adjustable supporting rod comprises an upper supporting rod and a lower supporting rod, and the upper supporting rod and the lower supporting rod are connected through a bidirectional threaded sleeve.
3. The temporary support for mountain area pipe laying according to claim 1, wherein: the height of the side plate of the pipeline supporting plate is more than or equal to the radius of the pipeline.
4. The temporary support for mountain area pipe laying according to claim 1, wherein: the bottom of the adjusting type supporting rod is provided with a supporting block matched with the concrete cushion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322402237.XU CN220623024U (en) | 2023-09-05 | 2023-09-05 | Temporary support for mountain area pipeline laying |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322402237.XU CN220623024U (en) | 2023-09-05 | 2023-09-05 | Temporary support for mountain area pipeline laying |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220623024U true CN220623024U (en) | 2024-03-19 |
Family
ID=90215175
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322402237.XU Active CN220623024U (en) | 2023-09-05 | 2023-09-05 | Temporary support for mountain area pipeline laying |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220623024U (en) |
-
2023
- 2023-09-05 CN CN202322402237.XU patent/CN220623024U/en active Active
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