CN103075630A - Compressive underground engineering pipe - Google Patents
Compressive underground engineering pipe Download PDFInfo
- Publication number
- CN103075630A CN103075630A CN2011103256887A CN201110325688A CN103075630A CN 103075630 A CN103075630 A CN 103075630A CN 2011103256887 A CN2011103256887 A CN 2011103256887A CN 201110325688 A CN201110325688 A CN 201110325688A CN 103075630 A CN103075630 A CN 103075630A
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- Prior art keywords
- pipe body
- underground engineering
- compressive
- engineering pipe
- pipe
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Abstract
The invention discloses a compressive underground engineering pipe, which comprises a pipe body, wherein the cross section of the pipe body is in an equilateral triangle shape, the outer wall of the pipe body is sequentially provided with a reinforcing layer and an anti-corrosive layer from the inside to the outside, the pipe body, the reinforcing layer and the anti-corrosive layer are adhered by adhesives, the inside of the pipe body is provided with a Y-shaped separating plate, and the pipe body is separated into three independent cavities by the separating plate. The compressive underground engineering pipe has the advantages that the structure design is novel; the cross section of the pipe body is in the equilateral triangle shape, so the integral shockproof capability and compressive capability are directly improved; the integral strength is further improved by the reinforcing layer; the anti-corrosive capability is improved by the anti-corrosive layer; and the inside of the pipe body is provided with the separating plate, so the classification and the accommodation are convenient.
Description
Technical field
The present invention relates to a kind of engineering pipe, relate in particular to a kind of pressure-resistant underground engineering pipe.
Background technique
In the prior art, underground engineering pipe generally adopts circular tube structure, but such structure resistance to compression and impact resistance are not ideal enough, be difficult to satisfy the needs of practical application, also have because the particularity of Environmental Conditions, existing underground engineering pipe anticorrosive property is poor, does not have good classified storage function.
Summary of the invention
Problem for above-mentioned prior art exists the invention provides a kind of pressure-resistant underground engineering pipe.
To achieve these goals, the technical solution used in the present invention is: a kind of pressure-resistant underground engineering pipe, comprise body, the cross section of body is equilateral triangle, the outer wall of body is provided with reinforced layer and anticorrosive coat from inside to outside successively, pass through viscose glue between body, reinforced layer and the anticorrosive coat bonding, be provided with the dividing plate of " people " font in the body, dividing plate is divided into three independently chambers with body.
As preferably, the drift angle place chamfering of body.
Compared with prior art, the invention has the advantages that: structural design is novel, the cross section of body is equilateral triangle, whole resistance ability and voltage endurance capability have directly been improved, reinforced layer can further improve bulk strength, anticorrosive coat can improve anti-corrosion capability, is provided with dividing plate in the body, conveniently carries out classified storage.
Description of drawings
Fig. 1 is structural representation of the present invention;
Among the figure: 1, body; 2, reinforced layer; 3, anticorrosive coat; 4, dividing plate.
Embodiment
The invention will be further described below in conjunction with accompanying drawing.
As one embodiment of the present invention, consult Fig. 1, the present invention includes body 1, the cross section of body 1 is equilateral triangle, the outer wall of body 1 is provided with reinforced layer 2 and anticorrosive coat 3 from inside to outside successively, pass through viscose glue between body 1, reinforced layer 2 and the anticorrosive coat 3 bonding, be provided with the dividing plate 4 of " people " font in the body 1, dividing plate 4 is divided into three independently chambers with body 1.The drift angle place chamfering of body 1.
The cross section of body 1 is equilateral triangle, has directly improved whole resistance ability and voltage endurance capability, and reinforced layer 2 can further improve bulk strength, and anticorrosive coat 3 can improve anti-corrosion capability, is provided with dividing plate 4 in the body 1, conveniently carries out classified storage.
To the above-mentioned explanation of the disclosed embodiments, make related domain professional and technical personnel can realize or use the present invention.Multiple modification to these embodiments will be apparent concerning those skilled in the art, and General Principle as defined herein can be in the situation that do not break away from the spirit or scope of the present invention in other embodiments realization.Therefore, the present invention will can not be limited to these embodiments shown in this article, but will accord with principle disclosed herein and features of novelty the widest consistent scope.
Claims (2)
1. pressure-resistant underground engineering pipe, comprise body, it is characterized in that: the cross section of described body is equilateral triangle, the outer wall of described body is provided with reinforced layer and anticorrosive coat from inside to outside successively, bonding by viscose glue between described body, reinforced layer and the anticorrosive coat, be provided with the dividing plate of " people " font in the described body, described dividing plate is divided into three independently chambers with body.
2. pressure-resistant underground engineering pipe according to claim 1 is characterized in that: the drift angle place chamfering of described body.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011103256887A CN103075630A (en) | 2011-10-25 | 2011-10-25 | Compressive underground engineering pipe |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011103256887A CN103075630A (en) | 2011-10-25 | 2011-10-25 | Compressive underground engineering pipe |
Publications (1)
Publication Number | Publication Date |
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CN103075630A true CN103075630A (en) | 2013-05-01 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN2011103256887A Pending CN103075630A (en) | 2011-10-25 | 2011-10-25 | Compressive underground engineering pipe |
Country Status (1)
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CN (1) | CN103075630A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103822082A (en) * | 2014-03-07 | 2014-05-28 | 贾虎 | Profile structure with regular triangle-shaped section |
CN106486895A (en) * | 2016-11-25 | 2017-03-08 | 王慧敏 | A kind of frame structure of power distribution cabinet |
CN107724599A (en) * | 2017-09-26 | 2018-02-23 | 镇江市星耀智能装备有限公司 | A kind of component with pressure-resistant performance |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4256146A (en) * | 1978-02-21 | 1981-03-17 | Coflexip | Flexible composite tube |
CN2065274U (en) * | 1990-03-13 | 1990-11-07 | 湖南省进出口总公司星竹公司 | Glued bamboo mat pipe |
CN2438910Y (en) * | 2000-07-10 | 2001-07-11 | 于春清 | Internal sliding precast steam direct-buried composite insulation pipe |
CN2529056Y (en) * | 2002-04-03 | 2003-01-01 | 朱义华 | Steel-plastic high-pressure anti-corrosion composited tube |
CN1441187A (en) * | 2002-02-28 | 2003-09-10 | 株式会社明治弗拉克斯 | Composite soft tube |
JP2003320429A (en) * | 2002-05-07 | 2003-11-11 | Mamoru Fukumura | Pole |
CN202274278U (en) * | 2011-10-25 | 2012-06-13 | 成都槟果科技有限公司 | Pressure-resistant underground engineering pipe |
-
2011
- 2011-10-25 CN CN2011103256887A patent/CN103075630A/en active Pending
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4256146A (en) * | 1978-02-21 | 1981-03-17 | Coflexip | Flexible composite tube |
CN2065274U (en) * | 1990-03-13 | 1990-11-07 | 湖南省进出口总公司星竹公司 | Glued bamboo mat pipe |
CN2438910Y (en) * | 2000-07-10 | 2001-07-11 | 于春清 | Internal sliding precast steam direct-buried composite insulation pipe |
CN1441187A (en) * | 2002-02-28 | 2003-09-10 | 株式会社明治弗拉克斯 | Composite soft tube |
CN2529056Y (en) * | 2002-04-03 | 2003-01-01 | 朱义华 | Steel-plastic high-pressure anti-corrosion composited tube |
JP2003320429A (en) * | 2002-05-07 | 2003-11-11 | Mamoru Fukumura | Pole |
CN202274278U (en) * | 2011-10-25 | 2012-06-13 | 成都槟果科技有限公司 | Pressure-resistant underground engineering pipe |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103822082A (en) * | 2014-03-07 | 2014-05-28 | 贾虎 | Profile structure with regular triangle-shaped section |
CN106486895A (en) * | 2016-11-25 | 2017-03-08 | 王慧敏 | A kind of frame structure of power distribution cabinet |
CN107724599A (en) * | 2017-09-26 | 2018-02-23 | 镇江市星耀智能装备有限公司 | A kind of component with pressure-resistant performance |
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Legal Events
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C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20130501 |