CN103225718A - Embedded prestressed steel cylinder concrete pipe having epoxy protective layer on inner wall - Google Patents
Embedded prestressed steel cylinder concrete pipe having epoxy protective layer on inner wall Download PDFInfo
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- CN103225718A CN103225718A CN2013101897414A CN201310189741A CN103225718A CN 103225718 A CN103225718 A CN 103225718A CN 2013101897414 A CN2013101897414 A CN 2013101897414A CN 201310189741 A CN201310189741 A CN 201310189741A CN 103225718 A CN103225718 A CN 103225718A
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Abstract
The invention discloses an embedded prestressed steel cylinder concrete pipe having an epoxy protective layer on the inner wall. The embedded prestressed steel cylinder concrete pipe comprises a cylinder part and a pipe socket steel ring and a plug socket steel ring which are respectively arranged at both ends of the cylinder part, wherein the cylinder part sequentially comprises an epoxy closing layer, a steel cylinder inner wall concrete layer, a steel cylinder, a steel cylinder outer wall concrete layer and a cement mortar protective layer from inside to outside; and a prestressed steel wire is wound on the outer surface of the steel cylinder outer wall concrete layer. Meanwhile, the invention also discloses components and a manufacturing method of the epoxy closing layer. The concrete pipe is simple in structure, and can effectively prevent substances in the concrete layers from being dissolved in water and prevent the concrete layers from being destroyed, thus providing guarantee for the safe operation of water transmission through a water transmission pipeline.
Description
Technical field
The present invention relates to a kind of prestressed concrete member, especially a kind of inwall has the embed-type Prestressed concrete cylinder pipe of epoxy protective layer.
Background technique
At present, Prestressed concrete cylinder pipe (being called for short PCCP) is a kind of novel rigid pressure tubing.It is that the strong concrete tube core that has steel cylinder twines reinforcement wire; spray is with cement mortar protective course; adopt steel bell and spigot and be welded into one with steel cylinder; joint socket has the flexible joint that the groove O-ring seal has formed the sliding type cushion rubber; be the composite structure that steel plate, concrete, High Tensile Steel Wire and slush different materials are formed, have steel and concrete characteristic separately.Prestressed concrete cylinder pipe have bear in the external pressure height, joint tighness is good, shock resistance is strong, it is convenient and swift to execute, antiseptic property good, characteristic such as easy to maintenance, paid close attention to by engineering circle, be mainly used in long distance water transfer main line, pressure inverted-siphon, town water supply engineering, the waterline of pressure, electric power plant circulating water engineering pipeline, pressure blowdown main etc. are arranged.Compare with tubing in the past, have applied widelyly, the economic life is long, anti-seismic performance good, easy for installation, advantage such as the operation expenditure is low, and is water-tight substantially.Prestressed concrete cylinder pipe can be divided into two kinds from structural type: a kind of is lined Prestressed concrete cylinder pipe (PCCPL), promptly at steel cylinder inwall moulding concrete, the direct winding ring orientation prestress steel wire in steel cylinder outside, gunite protective layer and the pipeline made then; A kind of is embed-type Prestressed concrete cylinder pipe (PCCPE), is steel cylinder is embedded in tube core concrete the inside, then gunite protective layer after twining the ring orientation prestress steel wire on the tube core outer walls of concrete.
But as the concrete water transfer member product that is embedded in the edatope, what the concrete pipe internal layer adopted is the concrete layer structure, Prestressed concrete cylinder pipe is as waterline, because water is in ducted long-time stop with wash away, some materials of concrete layer the inside are entered in the water, have influence on water quality safety, in addition when the water delivery seawater, because chlorine ion concentration height in the seawater, can aggravate the destruction of concrete layer equally, this shows the internal layer and the outer employing anti-corrosion measure of Prestressed concrete cylinder pipe very necessary.
There is following shortcoming in present Prestressed concrete cylinder pipe technology:
Domestic Prestressed concrete cylinder pipe internal layer concrete layer does not have protective layer at present; water is in ducted long-time stop and wash away; some materials of concrete layer the inside are entered in the water; have influence on water quality safety; the destruction of accelerate concrete layer brings hidden danger for the safe operation of waterline water delivery.
Summary of the invention
The objective of the invention is for overcoming the technical deficiency that above-mentioned existing embed-type Prestressed concrete cylinder pipe innermost surface is handled; provide a kind of inwall to have the embed-type Prestressed concrete cylinder pipe of epoxy protective layer; this concrete pipe is simple in structure, can prevent effectively that the material in the concrete layer from dissolving in the water.
For achieving the above object, the present invention adopts following technical proposals:
A kind of inwall has the embed-type Prestressed concrete cylinder pipe of epoxy protective layer; comprise shell portion; and the bellmouth steel loop and the socket steel ring that are arranged at the shell portion two ends; shell portion is followed successively by epoxy sealing layer, steel cylinder internal-wall concrete layer, steel cylinder, steel cylinder outer wall concrete layer and cement mortar protective course from inside to outside; wherein, be wound with reinforcement wire on the outer surface of steel cylinder outer wall concrete layer.
The epoxy sealing layer comprises following by proportion of masses: 60 parts of epoxy resin, titanium dioxide, 40 parts, ethyl acetate 3-8 part, 0.5 part of German BYK dispersing agent, 0.3 part of German BYK defoamer; 50 parts of polyamide resins, solvent are 10 parts of n-butanols.
Polyamide resin and n-butanol are pressed mass ratio 5:1 preparation.
The making method of epoxy sealing layer is:
1) earlier epoxy resin is added in the stirrer by formula ratio, add n-butanol, titanium dioxide, ethyl acetate, German BYK dispersing agent and defoamer more in order successively, mixing time is 30 minutes, obtains a component, takes out stand-by;
2) polyamide resin and n-butanol are added as in the stirrer by the packing quality ratio successively, both mix stirring and obtained the b component in 10 minutes, take out stand-by again;
3) with step 1) and step 2) a component that obtains and b component be that 20:1 adds stirrer by the quality proportioning, mix and stirred 30 minutes, after leaving standstill 5 minutes, evenly be sprayed at by spraying machine on the steel cylinder internal-wall concrete layer inwall of shell portion, coating thickness is 160um, spray three times, can access the epoxy sealing layer.
Steel cylinder internal-wall concrete layer, steel cylinder outer wall concrete layer and cement mortar protective course among the present invention are prior art, do not repeat them here.
Epoxy resin is as the film forming matter of main epoxy sealing layer, titanium dioxide is an epoxy sealing layer filler, both have constituted the main body of epoxy sealing layer, Germany's BYK dispersing agent and German BYK defoamer can effectively improve the uniformity of material in the epoxy sealing layer, improve anticorrosion ability, and solvent is used for dissolved epoxy, the mixing of polyamide resin and n-butanol is as the curing agent of epoxy sealing layer, solidification effect is good, can make the epoxy sealing layer solidify fast, effectively improves efficiency of construction.
The present invention has following beneficial effect:
1, innermost layer epoxy sealing protective layer of the present invention is the stripping that has effectively suppressed material in the concrete layer in the embed-type Prestressed concrete cylinder pipe water delivery engineering, and for water delivery safety has increased important barrier together, it is convenient to use.
2, overall structure of the present invention is very simple, and design science is reasonable, have favorable durability, impermeability, anti-fragility, corrosion resistance, and manufacturing process is simple, is the higher embed-type Prestressed concrete cylinder pipe of a kind of novelty.
Description of drawings
Fig. 1 is a structural representation of the present invention;
1-socket steel ring wherein, 2-cement mortar protective course, 3-reinforcement wire, 4-steel cylinder, 5-steel cylinder outer wall concrete layer, 6-steel cylinder internal-wall concrete layer, 7-bellmouth steel loop, 8-epoxy sealing layer.
Embodiment
The present invention is further described below in conjunction with drawings and Examples.
As shown in Figure 1; inwall has the embed-type Prestressed concrete cylinder pipe of epoxy protective layer; comprise shell portion; and the bellmouth steel loop 7 and the socket steel ring 1 that are arranged at the shell portion two ends; shell portion is followed successively by epoxy sealing layer 8, steel cylinder internal-wall concrete layer 6, steel cylinder 4, steel cylinder outer wall concrete layer 5 and cement mortar protective course 2 from inside to outside, is wound with reinforcement wire 3 on the outer surface of steel cylinder outer wall concrete layer 5.
The epoxy sealing layer comprises following by proportion of masses: 60 parts of epoxy resin, titanium dioxide, 40 parts, ethyl acetate 3-8 part, 0.5 part of German BYK dispersing agent, 0.3 part of German BYK defoamer; 50 parts of polyamide resins, 10 parts of n-butanols.
The making method of epoxy sealing layer is:
1) earlier epoxy resin is added in the stirrer by formula ratio, add n-butanol, titanium dioxide, ethyl acetate, German BYK dispersing agent and defoamer more in order successively, mixing time is 30 minutes, obtains a component, takes out stand-by;
2) polyamide resin and n-butanol are added as in the stirrer by the packing quality ratio successively, both mix stirring and obtained the b component in 10 minutes, take out stand-by again;
3) with step 1) and step 2) a component that obtains and b component be that 20:1 adds stirrer by the quality proportioning, mix and stirred 30 minutes, after leaving standstill 5 minutes, evenly be sprayed at by spraying machine on the steel cylinder internal-wall concrete layer inwall of shell portion, coating thickness is 160um, spray three times, can access the epoxy sealing layer.
Though above-mentionedly in conjunction with the accompanying drawings the specific embodiment of the present invention is described; but be not limiting the scope of the invention; one of ordinary skill in the art should be understood that; on the basis of technological scheme of the present invention, those skilled in the art do not need to pay various modifications that creative work can make or distortion still in protection scope of the present invention.
Claims (3)
1. an inwall has the embed-type Prestressed concrete cylinder pipe of epoxy protective layer; it is characterized in that; comprise shell portion; and the bellmouth steel loop and the socket steel ring that are arranged at the shell portion two ends; shell portion is followed successively by epoxy sealing layer, steel cylinder internal-wall concrete layer, steel cylinder, steel cylinder outer wall concrete layer and cement mortar protective course from inside to outside; wherein, be wound with reinforcement wire on the outer surface of steel cylinder outer wall concrete layer.
2. concrete pipe as claimed in claim 1 is characterized in that, described epoxy sealing layer comprises following by proportion of masses: 60 parts of epoxy resin, titanium dioxide, 40 parts, ethyl acetate 3-8 part, 0.5 part of German BYK dispersing agent, 0.3 part of German BYK defoamer; 50 parts of polyamide resins, 10 parts of n-butanols.
3. concrete pipe as claimed in claim 2 is characterized in that, the making method of described epoxy sealing layer is:
1) earlier epoxy resin is added in the stirrer by formula ratio, add n-butanol, titanium dioxide, ethyl acetate, German BYK dispersing agent and defoamer more in order successively, mixing time is 30 minutes, obtains a component, takes out stand-by;
2) polyamide resin and n-butanol are added as in the stirrer by the packing quality ratio successively, both mix stirring 10 minutes, obtain the b component, take out stand-by again;
3) with step 1) and step 2) a component that obtains and b component be that 20:1 adds stirrer by the quality proportioning, mix and stirred 30 minutes, after leaving standstill 5 minutes, be sprayed at evenly by spraying machine that coating thickness is 160um on the steel cylinder internal-wall concrete layer inwall of shell portion, spray three times, can access the epoxy sealing layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310189741.4A CN103225718B (en) | 2013-05-21 | 2013-05-21 | Embedded prestressed steel cylinder concrete pipe having epoxy protective layer on inner wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310189741.4A CN103225718B (en) | 2013-05-21 | 2013-05-21 | Embedded prestressed steel cylinder concrete pipe having epoxy protective layer on inner wall |
Publications (2)
| Publication Number | Publication Date |
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| CN103225718A true CN103225718A (en) | 2013-07-31 |
| CN103225718B CN103225718B (en) | 2015-06-24 |
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| CN201310189741.4A Active CN103225718B (en) | 2013-05-21 | 2013-05-21 | Embedded prestressed steel cylinder concrete pipe having epoxy protective layer on inner wall |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104832722A (en) * | 2015-04-20 | 2015-08-12 | 江苏宇星工贸有限公司 | Pre-stressed steel cylinder concrete conveying pipe used for ferrous nitrate |
| CN105065796A (en) * | 2015-07-27 | 2015-11-18 | 冯若愚 | Prestressed concrete PE steel sleeve pipe |
| CN109268624A (en) * | 2018-10-19 | 2019-01-25 | 岭澳核电有限公司 | Lengthen the life pipeline configuration and preparation method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2486807Y (en) * | 2000-12-22 | 2002-04-17 | 中国石油天然气集团公司 | Gas transport pipe having resistance reducing and wear resistant inner coating |
| CN101349370A (en) * | 2007-07-16 | 2009-01-21 | 天津万联管道工程有限公司 | Prestressed reinforced concrete pipe with plastic inner lining barrel spigot |
| CN102533051A (en) * | 2011-12-28 | 2012-07-04 | 大连铭洋甲板敷料有限公司 | Epoxy dressing for ship |
| CN202674583U (en) * | 2012-07-16 | 2013-01-16 | 邢士波 | Embedded prestressed concrete cylinder pipe with pure zinc coatings on socket and steel cylinder surface |
-
2013
- 2013-05-21 CN CN201310189741.4A patent/CN103225718B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2486807Y (en) * | 2000-12-22 | 2002-04-17 | 中国石油天然气集团公司 | Gas transport pipe having resistance reducing and wear resistant inner coating |
| CN101349370A (en) * | 2007-07-16 | 2009-01-21 | 天津万联管道工程有限公司 | Prestressed reinforced concrete pipe with plastic inner lining barrel spigot |
| CN102533051A (en) * | 2011-12-28 | 2012-07-04 | 大连铭洋甲板敷料有限公司 | Epoxy dressing for ship |
| CN202674583U (en) * | 2012-07-16 | 2013-01-16 | 邢士波 | Embedded prestressed concrete cylinder pipe with pure zinc coatings on socket and steel cylinder surface |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104832722A (en) * | 2015-04-20 | 2015-08-12 | 江苏宇星工贸有限公司 | Pre-stressed steel cylinder concrete conveying pipe used for ferrous nitrate |
| CN105065796A (en) * | 2015-07-27 | 2015-11-18 | 冯若愚 | Prestressed concrete PE steel sleeve pipe |
| CN109268624A (en) * | 2018-10-19 | 2019-01-25 | 岭澳核电有限公司 | Lengthen the life pipeline configuration and preparation method thereof |
| CN109268624B (en) * | 2018-10-19 | 2021-06-11 | 岭澳核电有限公司 | Life-prolonging pipeline structure and preparation method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103225718B (en) | 2015-06-24 |
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| C14 | Grant of patent or utility model | ||
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| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of invention: Embedded prestressed steel cylinder concrete pipe having epoxy protective layer on inner wall Effective date of registration: 20170523 Granted publication date: 20150624 Pledgee: CITIC Bank, Limited by Share Ltd, Zibo branch Pledgor: Shandong Longquan Pipeline Engineering Co., Ltd. Registration number: 2017990000431 |
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| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20190723 Granted publication date: 20150624 Pledgee: CITIC Bank, Limited by Share Ltd, Zibo branch Pledgor: Shandong Longquan Pipeline Engineering Co., Ltd. Registration number: 2017990000431 |
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| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of invention: Embedded prestressed steel cylinder concrete pipe having epoxy protective layer on inner wall Effective date of registration: 20190815 Granted publication date: 20150624 Pledgee: CITIC Bank, Limited by Share Ltd, Zibo branch Pledgor: Shandong Longquan Pipeline Engineering Co., Ltd. Registration number: Y2019370000011 |