CN204387498U - Longspan aerial pipeline is from crossover device - Google Patents

Longspan aerial pipeline is from crossover device Download PDF

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Publication number
CN204387498U
CN204387498U CN201420731840.0U CN201420731840U CN204387498U CN 204387498 U CN204387498 U CN 204387498U CN 201420731840 U CN201420731840 U CN 201420731840U CN 204387498 U CN204387498 U CN 204387498U
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CN
China
Prior art keywords
pipeline
girder steel
lower edge
longspan
crossover device
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CN201420731840.0U
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Chinese (zh)
Inventor
兰建超
周丽娜
杨云
于艳玲
张元珺
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DE'AN POWER ENGINEERING (BEIJING) Co Ltd
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DE'AN POWER ENGINEERING (BEIJING) Co Ltd
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Abstract

The utility model provides a kind of longspan aerial pipeline from crossover device, by support, form with erection composite beam thereon, composite beam is made up of pipeline, the horizontal girder steel of lower edge and be connected component and the longitudinal girder steel that is connected with pipeline and the horizontal girder steel of lower edge be respectively arranged between the horizontal girder steel of pipeline lower edge, and the bottom of longitudinal girder steel is connected with support.The utility model utilizes less steel to increase the vertical integral rigidity of pipeline, and controlling distortion, can not retrain linear deformation, can be good at transmitting vertical load, have integral rigidity strong, civil engineering support can be reduced, reduce the advantage that overall steel using amount is reduced investment outlay; By covering PVC=polyvinyl chloride pad on the inwall of annular anchor ear to reduce to vertically move frictional force between pipeline and annular anchor ear.

Description

Longspan aerial pipeline is from crossover device
Technical field
The utility model relates to a kind of pipeline from crossover device, and especially a kind of longspan aerial pipeline is from crossover device.
Background technique
The conventional methods such as power station heat supply network pipe support, support of pipelines be civil engineering make truss, heat supply network pipe all as load support on truss, often pipeline itself is in order to resist interior pressure, reducing fulcrum and increase wall thickness, cause the heavier-weight of pipeline itself like this, not only pipeline waste but also civil engineering are also invested and also can be increased.
Summary of the invention
For the deficiency existed in the problems referred to above, the utility model provides a kind of vertical integral rigidity utilizing less steel to increase pipeline, controlling distortion, can not retrain linear deformation, can be good at the longspan aerial pipeline of transmission vertical load from crossover device.
For achieving the above object, the utility model provides a kind of longspan aerial pipeline from crossover device, by support (5), form with erection composite beam thereon, described composite beam is by pipeline (1), the horizontal girder steel (7) of lower edge, and the component that is connected (3) be arranged between described pipeline (1) and the horizontal girder steel (7) of described lower edge, and the longitudinal girder steel (4) be connected with the horizontal girder steel (7) of described pipeline (1) and described lower edge is respectively formed, the bottom of described longitudinal girder steel (4) is connected with described support (5).
Above-mentioned longspan aerial pipeline is from crossover device, and wherein, described pipeline (1) is arranged on the top of the horizontal girder steel (7) of described lower edge, and be arranged in parallel with the horizontal girder steel (7) of described lower edge.
Above-mentioned longspan aerial pipeline is from crossover device, wherein, the described component that is connected (3) is by multiple inclination connector element a (31), inclination connector element b (32) and longitudinal connecting component (33) are formed, described inclination connector element a (31), the top of described inclination connector element b (32) and described longitudinal connecting component (33) is connected with described pipeline (1) and the horizontal girder steel (7) of described lower edge respectively with bottom, one end of described longitudinal connecting component (33) is arranged between described inclination connector element a (31) and described inclination connector element b (32).
Above-mentioned longspan aerial pipeline is from crossover device, wherein, described pipeline (1) is also arranged with multiple annular anchor ear (2), and described annular anchor ear (2) is connected with described longitudinal connecting component (33) and described longitudinal girder steel (4) respectively.
Above-mentioned longspan aerial pipeline, from crossover device, wherein, the inwall of described annular anchor ear (2) is also coated with PVC=polyvinyl chloride pad.
Above-mentioned longspan aerial pipeline, from crossover device, wherein, is provided with bearing (8) at the top of described support (5), and the bottom of described longitudinal girder steel (4) is connected with described bearing (8).
Above-mentioned longspan aerial pipeline, from crossover device, wherein, is also provided with bracket basis body (6) in the bottom of described support (5).
Compared with prior art, the utility model has the following advantages:
The utility model utilizes less steel to increase the vertical integral rigidity of pipeline, and controlling distortion, can not retrain linear deformation, can be good at transmitting vertical load, have integral rigidity strong, civil engineering support can be reduced, reduce the advantage that overall steel using amount is reduced investment outlay;
By covering PVC=polyvinyl chloride pad on the inwall of annular anchor ear to reduce to vertically move frictional force between pipeline and annular anchor ear.
Accompanying drawing explanation
Fig. 1 is structural drawing of the present utility model;
Fig. 2 is the side view of Fig. 1.
Main Reference Numerals is described as follows:
1-pipeline 2-annular anchor ear
3-is connected component 31-inclination connector element a
32-inclination connector element b 33-longitudinal connecting component
4-longitudinal girder steel 5-support
The horizontal girder steel of 6-bracket basis body 7-lower edge
8-bearing
Embodiment
As shown in Figure 1, the utility model is by support 5, form with erection composite beam thereon, wherein, composite beam is made up of pipeline 1, the horizontal girder steel 7 of lower edge and be connected component 3 and the longitudinal girder steel 4 that is connected with pipeline 1 and the horizontal girder steel 7 of lower edge be respectively arranged between pipeline 1 with the horizontal girder steel 7 of lower edge, the bottom of longitudinal girder steel 4 is connected with support 5, pipeline 1 is arranged on the top of the horizontal girder steel 7 of lower edge, and be arranged in parallel with the horizontal girder steel 7 of lower edge.
Be provided with bearing 8 at the top of support 5, the bottom of longitudinal girder steel 4 is connected with bearing 8, is also provided with bracket basis body 6 in the bottom of support 5.
The component 3 that is connected is made up of multiple inclination connector element a31, inclination connector element b32 and longitudinal connecting component 33, the top of inclination connector element a31, inclination connector element b32 and longitudinal connecting component 33 is connected with pipeline 1 and the horizontal girder steel 7 of lower edge respectively with bottom, and the horizontal girder steel 7 of adjacent inclination connector element a31, inclination connector element b32 and lower edge or adjacent inclination connector element a31, inclination connector element b32 and pipeline 1 form triangular structure.One end of longitudinal connecting component 33 is arranged between inclination connector element a31 and inclination connector element b32.
Pipeline 1 is also arranged with multiple annular anchor ear 2, and annular anchor ear 2 is connected with longitudinal connecting component 33 and longitudinal girder steel 4 respectively.
The inwall of annular anchor ear 2 is also coated with PVC=polyvinyl chloride pad, by PVC=polyvinyl chloride pad to reduce to vertically move frictional force between pipeline and annular anchor ear.
The foregoing is only preferred embodiment of the present utility model, is only illustrative for invention, and nonrestrictive.Those skilled in the art is understood, and can carry out many changes in the spirit and scope that invention claim limits to it, amendment, even equivalence, but all will fall in protection domain of the present utility model.

Claims (7)

1. a longspan aerial pipeline is from crossover device, by support (5), form with erection composite beam thereon, it is characterized in that, described composite beam is by pipeline (1), the horizontal girder steel of lower edge (7), form with the component that is connected (3) be arranged between described pipeline (1) with described lower edge transverse direction girder steel (7) and longitudinal girder steel (4) of being connected with described pipeline (1) and described lower edge transverse direction girder steel (7) respectively, and the bottom of described longitudinal girder steel (4) is connected with described support (5).
2. longspan aerial pipeline according to claim 1 is from crossover device, it is characterized in that, described pipeline (1) is arranged on the top of the horizontal girder steel (7) of described lower edge, and be arranged in parallel with the horizontal girder steel (7) of described lower edge.
3. longspan aerial pipeline according to claim 2 is from crossover device, it is characterized in that, the described component that is connected (3) is by multiple inclination connector element a (31), inclination connector element b (32) and longitudinal connecting component (33) are formed, described inclination connector element a (31), the top of described inclination connector element b (32) and described longitudinal connecting component (33) is connected with described pipeline (1) and the horizontal girder steel (7) of described lower edge respectively with bottom, one end of described longitudinal connecting component (33) is arranged between described inclination connector element a (31) and described inclination connector element b (32).
4. longspan aerial pipeline according to claim 3 is from crossover device, it is characterized in that, described pipeline (1) is also arranged with multiple annular anchor ear (2), and described annular anchor ear (2) is connected with described longitudinal connecting component (33) and described longitudinal girder steel (4) respectively.
5. longspan aerial pipeline according to claim 4 is from crossover device, it is characterized in that, the inwall of described annular anchor ear (2) is also coated with PVC=polyvinyl chloride pad.
6. longspan aerial pipeline according to claim 5 is from crossover device, it is characterized in that, be provided with bearing (8) at the top of described support (5), the bottom of described longitudinal girder steel (4) is connected with described bearing (8).
7. longspan aerial pipeline according to claim 6 is from crossover device, it is characterized in that, is also provided with bracket basis body (6) in the bottom of described support (5).
CN201420731840.0U 2014-11-26 2014-11-26 Longspan aerial pipeline is from crossover device Active CN204387498U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420731840.0U CN204387498U (en) 2014-11-26 2014-11-26 Longspan aerial pipeline is from crossover device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420731840.0U CN204387498U (en) 2014-11-26 2014-11-26 Longspan aerial pipeline is from crossover device

Publications (1)

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CN204387498U true CN204387498U (en) 2015-06-10

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107131355A (en) * 2017-05-24 2017-09-05 五冶集团上海有限公司 A kind of method and device for changing heavy caliber aerial pipeline
CN108797760A (en) * 2018-06-19 2018-11-13 新疆铁道勘察设计院有限公司 The construction method of rail yard drainage pipeline temporary support structure
CN110594491A (en) * 2019-08-23 2019-12-20 中衡设计集团股份有限公司 Assembled series pipeline support
CN110701385A (en) * 2019-10-10 2020-01-17 南通国盛精密机械有限公司 High-strength combined type rack

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107131355A (en) * 2017-05-24 2017-09-05 五冶集团上海有限公司 A kind of method and device for changing heavy caliber aerial pipeline
CN108797760A (en) * 2018-06-19 2018-11-13 新疆铁道勘察设计院有限公司 The construction method of rail yard drainage pipeline temporary support structure
CN110594491A (en) * 2019-08-23 2019-12-20 中衡设计集团股份有限公司 Assembled series pipeline support
CN110701385A (en) * 2019-10-10 2020-01-17 南通国盛精密机械有限公司 High-strength combined type rack
CN110701385B (en) * 2019-10-10 2021-12-17 南通国盛精密机械有限公司 High-strength combined type rack

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