CN201209710Y - Synthesis tube holder arrangement structure - Google Patents
Synthesis tube holder arrangement structure Download PDFInfo
- Publication number
- CN201209710Y CN201209710Y CNU2008203009099U CN200820300909U CN201209710Y CN 201209710 Y CN201209710 Y CN 201209710Y CN U2008203009099 U CNU2008203009099 U CN U2008203009099U CN 200820300909 U CN200820300909 U CN 200820300909U CN 201209710 Y CN201209710 Y CN 201209710Y
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- CN
- China
- Prior art keywords
- pipe support
- breast wall
- comprehensive
- retaining wall
- model
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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Abstract
The utility model discloses a layout structure for a comprehensive pipe support, which comprises a pipe support (1), a breast wall (2) and pipe support beams (3). One end of each pipe support beam (3) is connected with the pipe support (1), and the other end is connected with the breast wall (2). The breast wall (2) is provided with an embedded part (4). In the utility model, the comprehensive pipe support and the breast wall are arranged in a unified way when being designed; one end of each pipe support beam is fixed on the pipe support, and the other end is fixed on the breast wall. In this way, a pipe support and a foundation on one side can be omitted; the capital investment is saved. On the other hand, just one side of the breast wall is provided with the pipe support, thus saving the factory space. The breast wall is provided with the embedded part, thus fixing the pipe support beams conveniently and ensuring the safety of the pipe support beams; the pipe support beams are in the number of one layer or more than one layer. In this way, the factory space can be further saved.
Description
Technical field
The utility model relates to a kind of comprehensive pipe support, particularly a kind of layout of comprehensive pipe support.
Background technique
In mountain area building industry enterprise, in order to reduce earth and rock works amount and foundation engineering amount, reduce investment, generally all need to be provided with a lot of retaining walls.Simultaneously, in industrial enterprise, because manufacturing technique requirent, need to arrange various pipelines and cable, in existing design, usually all various pipelines and cable arrangements on comprehensive pipe support, reach and save the area, reduce the purpose of investment.But existing comprehensive pipe support all is on two pipe support pillars the pipe support crossbeam to be set, retaining wall and comprehensive pipe support are independently arranged often, such method for arranging, comprehensive pipe support and retaining wall have the structure of oneself respectively, certainly exist the big shortcoming of investment and take up an area of many problems.
The model utility content:
The technical problems to be solved in the utility model is: the layout of the comprehensive pipe support that a kind of floor space is little, investment is low, rationally distributed is provided, can overcomes the deficiencies in the prior art.
The technical solution of the utility model: it comprises pipe support pillar 1, retaining wall 2 and pipe support crossbeam 3, and an end of pipe support crossbeam 3 is connected with pipe support pillar 1, and the other end is connected on the retaining wall 2.
Retaining wall 2 is provided with embedded part 4.
The quantity of pipe support crossbeam 3 is one or more layers.
Compared with the prior art, the utility model is by the unified planning layout when designing with comprehensive pipe support and retaining wall, pipe support crossbeam one end of comprehensive pipe support is fixed on the pipe support pillar, the other end is fixed on the retaining wall, so just can save a side pipe post setting and a basis, save construction investment, on the other hand, because comprehensive pipe support just is provided with the pipe support pillar in a side of retaining wall, can save factory site like this.Retaining wall is provided with embedded part, like this can be conveniently fixing pipe support crossbeam, guarantee the Security of pipe support crossbeam; The quantity of pipe support crossbeam is one or more layers, can further save factory site like this.Therefore the utlity model has superiority such as floor space is little, investment is low, rationally distributed.
Description of drawings
Fig. 1 is a structural representation of the present utility model.
Embodiment
Embodiment: as shown in Figure 1, when arranging comprehensive pipe support, the pipe support pillar 1 of comprehensive pipe support is arranged in a side of retaining wall 2 according to the width of pipe support crossbeam 3, simultaneously according to the comprehensively concrete condition and the requirement of pipe support, specified altitude assignment at retaining wall 2 is provided with embedded part 4, after arranging the embedded part 4 on pipe support pillar 1 and the retaining wall 2, the two ends of pipe support crossbeam 3 are fixedly welded on respectively on the embedded part 4 on pipe support pillar 1 and the retaining wall 2; Pipe support crossbeam 3 can be one or more layers, specifically decides according to the actual quantity situation of factory's pipeline and cable 5.
Claims (3)
- The layout of [claim 1] a kind of comprehensive pipe support, it comprises pipe support pillar (1), retaining wall (2) and pipe support crossbeam (3), it is characterized in that: an end of pipe support crossbeam (3) is connected with pipe support pillar (1), and the other end is connected on the retaining wall (2).
- The layout of [claim 2] comprehensive pipe support according to claim 1 is characterized in that: retaining wall (2) is provided with embedded part (4).
- The layout of [claim 3] comprehensive pipe support according to claim 1 is characterized in that: the quantity of pipe support crossbeam (3) is one or more layers.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008203009099U CN201209710Y (en) | 2008-05-29 | 2008-05-29 | Synthesis tube holder arrangement structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008203009099U CN201209710Y (en) | 2008-05-29 | 2008-05-29 | Synthesis tube holder arrangement structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201209710Y true CN201209710Y (en) | 2009-03-18 |
Family
ID=40480446
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008203009099U Expired - Fee Related CN201209710Y (en) | 2008-05-29 | 2008-05-29 | Synthesis tube holder arrangement structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201209710Y (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105781231A (en) * | 2016-04-15 | 2016-07-20 | 中国能源建设集团陕西省电力设计院有限公司 | Combining structure for power plant pipeline support and enclosing wall and construction method of combining structure |
-
2008
- 2008-05-29 CN CNU2008203009099U patent/CN201209710Y/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105781231A (en) * | 2016-04-15 | 2016-07-20 | 中国能源建设集团陕西省电力设计院有限公司 | Combining structure for power plant pipeline support and enclosing wall and construction method of combining structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: GUIYANG ALUMINUM AND MAGNESIUM DESIGN INSTITUTE CO Free format text: FORMER NAME: GUIYANG ALUMINIUM AND MAGNESIUM DESIGN INST. |
|
| CP03 | Change of name, title or address |
Address after: 550081 Guiyang Province, Jinyang New District, Zhu Zhu Road, No. 2 Patentee after: Guiyang Aluminum & Magnesium Design Institute Co., Ltd. Address before: 550004 No. 208, Beijing Road, Guiyang, Guizhou Patentee before: Guiyang Aluminium and Magnesium Design Inst. |
|
| ASS | Succession or assignment of patent right |
Owner name: CHINA SIXTH METALLURGICAL CONSTRUCTION CO., LTD. Free format text: FORMER OWNER: GUIYANG ALUMINIUM MAGNESIUM DESIGN + RESEARCH INSTITUTE Effective date: 20121123 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 550081 GUIYANG, GUIZHOU PROVINCE TO: 450000 ZHENGZHOU, HENAN PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20121123 Address after: 450000 No. 36 West Huaihe Road, Henan, Zhengzhou Patentee after: China Sixth Metallurgical Construction Co., Ltd. Address before: 550081 Guiyang Province, Jinyang New District, Zhu Zhu Road, No. 2 Patentee before: Guiyang Aluminum & Magnesium Design Institute Co., Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090318 Termination date: 20160529 |