CN205919021U - Inside lining formula prestressing force steel cylinder concrete pipe with full anticorrosive coating of glass steel - Google Patents

Inside lining formula prestressing force steel cylinder concrete pipe with full anticorrosive coating of glass steel Download PDF

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Publication number
CN205919021U
CN205919021U CN201620971724.5U CN201620971724U CN205919021U CN 205919021 U CN205919021 U CN 205919021U CN 201620971724 U CN201620971724 U CN 201620971724U CN 205919021 U CN205919021 U CN 205919021U
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China
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steel
layer
fiberglass
pipe
prestressed concrete
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CN201620971724.5U
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何庆坤
邢士波
程聪鹏
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SHANDONG LONGQUAN PIPELINE ENGINEERING Co Ltd
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SHANDONG LONGQUAN PIPELINE ENGINEERING Co Ltd
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Abstract

The utility model discloses an inside lining formula prestressing force steel cylinder concrete pipe with full anticorrosive coating of glass steel, include by interior inlayer concrete layer, steel cylinder and the glass steel protective layer who sets gradually outside to that the winding of steel cylinder outside has a prestressing steel, the bellmouth steel loop and the exposed hot spraying on the surface outside of socket steel loop at prestressing force steel cylinder concrete pipe both ends have zinc alloy coating layer. Glass steel intensity is high, impervious performance is good, increases substantially the surface strength and the resistance to corrosion of tubular product. The utility model has the advantages that the whole structure is simple single, design scientific and reasonable has good durability, corrosion resistance to manufacturing process is simple, is effectively prolonged in the life -span through bell and spigot steel loop surface heat spraying of zinc alloy treated by coating and glass steel protective layer's inside lining formula prestressing force steel cylinder concrete pipe. Have better acid and alkali -resistance, heat resistance, but the applied environment is wider. Bell and spigot antiseptic effect is better, and the life -span is longer.

Description

There is the lined Prestressed concrete cylinder pipe of the full anticorrosive coat of fiberglass
Technical field
This utility model is related to a kind of pipe of concrete, especially a kind of lined prestressing force with the full anticorrosive coat of fiberglass Cylinder concrete pipe.
Background technology
At present, Prestressed concrete cylinder pipe (abbreviation pccp), is a kind of new rigid pressure tubing.It is with steel Cylinder strong concrete tube core be wound around compressor wire, spray with cement mortar protective course, using steel bell and spigot steel loop and with Steel cylinder is welded into one, and the fluted O-ring seal of bell and spigot band defines the flexible joint of slidingtype cushion rubber, be steel plate, concrete, High tensile steel wire and the composite construction of cement mortar different materials composition, have steel and the respective characteristic of concrete.Prestress steel Cylinder pipe of concrete has and bears that interior external pressure is high, joint tighness is good, shock resistance is strong, it is convenient and swift to apply, antiseptic property is good, ties up The characteristic such as shield is convenient, of interest by engineering circles, be mainly used in long distance water transfer main line, pressure inverted-siphon, urban water supply engineering, Pressure water conveyer pipeline, electric power plant circulating water engineering pipeline, pressure blowdown main etc..Compared with conventional tubing, have applied widely, Economic life length, anti-seismic performance be good, easy for installation, it is low to run expenditure, the advantages of substantially water-tight.Prestressed concrete cylinder pipe Two kinds can be divided into from structural shape: a kind of is lined Prestressed concrete cylinder pipe (pccpl), that is, in steel cylinder inwall molding Concrete, is directly wound around ring orientation prestress steel wire outside steel cylinder, then gunite protective layer and the pipeline made;One Planting is embed-type Prestressed concrete cylinder pipe (pccpe), is to be embedded in inside tube core concrete by steel cylinder, then mixes in tube core It is wound around gunite protective layer after ring orientation prestress steel wire on solidifying soil outer wall.
But as the concrete component product being embedded in soil environment, in soil environment, if pre-stress steel cylinder Pipe of concrete does not take the measure of being effectively protected, with the prolongation of use time, the soil of Prestressed concrete cylinder pipe outer wall Corrosive medium in environment and in aqueous medium in pipe invades mortar cover and coagulation in Prestressed concrete cylinder pipe Soil layer, reaches steel wire and steel cylinder surface, then steel wire and steel cylinder will occur electrochemical corrosion, and then can lead to steel wire and steel cylinder Corrosion failure, occur perforation to reveal even booster phenomenon, cause a hidden trouble to the safe operation of tubing, directly threaten and manage The etching problem of the operational reliability of road system, wherein compressor wire and steel cylinder be impact works durability main because Element, if there is breakage because of corrosion in steel wire and steel cylinder, it will directly result in the corrosion failure of Prestressed concrete cylinder pipe, from And affect the safe operation of whole tubing.As can be seen here Prestressed concrete cylinder pipe very must using anti-corrosion measure Will, the bell and spigot steel loop of prestressed concrete pipe is directly exposed simultaneously does not have the protection of concrete layer outside, pre- as two The surface of the junction of prestressed concrete pipe, the bellmouth steel loop of prestressed concrete pipe and the socket steel ring of prestressed concrete pipe Protect particularly important, the operational reliability of this direct threat tube system, thus affecting the safe operation of whole tubing, because The bellmouth steel loop at the outer surface of this Prestressed concrete cylinder pipe and two ends and socket steel ring process for treating surface are extremely necessary.
Current Prestressed concrete cylinder pipe technology has the disadvantage in that
The bellmouth steel loop at Prestressed concrete cylinder pipe two ends domestic at present and socket steel ring surface are only on surface The simple epoxy resin coating of application, antiseptic effect is undesirable, when corrosive medium corrodes Prestressed concrete cylinder pipe two ends Bellmouth steel loop and common epoxy coating during socket steel ring surface be unable to effective protection Prestressed concrete cylinder pipe two ends Bellmouth steel loop and socket steel ring surface, and then corrosive medium can be led to corrode the bellmouth at Prestressed concrete cylinder pipe two ends Steel loop and socket steel ring surface, simultaneously domestic at present Prestressed concrete cylinder pipe surface mostly is spraying cement mortar cover, Outer layer does epoxy coal tar pitch coating, and cement mortar quality is loose, breakage of easily colliding with when mounted, and extraneous medium is held Easily penetrate into compressor wire and steel cylinder surface, cause steel wire and steel cylinder corrosion, bring hidden danger to the safe operation of pipeline.
Utility model content
The purpose of this utility model is for overcoming above-mentioned the deficiencies in the prior art, providing one kind to have the full anticorrosive coat of fiberglass Lined Prestressed concrete cylinder pipe, its simple structure, favorable anti-corrosion effect, can effectively extend prestress steel cylinder concrete The service life of pipe.
For achieving the above object, this utility model adopts following technical proposals:
A kind of lined Prestressed concrete cylinder pipe with the full anticorrosive coat of fiberglass, including setting gradually from inside to outside Internal layer concrete layer, steel cylinder and fiberglass protective layer, be wound with deformed bar outside steel cylinder, described pre-stress steel cylinder coagulation On the bellmouth steel loop at native pipe two ends and the exposed surface outside of socket steel ring thermal jet scribble Zinc alloy coated.
Described fiberglass protective layer is from the inside to the outside successively by interior epoxy resin layer, medium alkali fiber cloth layer, outer asphalt mixtures modified by epoxy resin Lipid layer and glass layer are combined and constitute.
Described interior epoxy resin layer is coated in deformed bar outside and its gap.
Described medium alkali fiber cloth layer be by medium alkali fiber cloth along with described pipe of concrete centrage be in 30 °- 50 ° of angles are wound around and constitute.
Described outer epoxy resin layer is coated on medium alkali fiber cloth layer outer surface.
Described glass layer is to be wound around structures along with described pipe of concrete centrage in 20 ° of -30 ° of angles by glass fibre Become.
It is layer 2-3 that described medium alkali fiber cloth layer is wound around thickness.
The thickness that is wound around of described glass layer is 2mm-8mm it is adaptable to different pipe diameters and applied environment.
Described Zinc alloy coated thickness is 0.5-1.2mm.
Thermal spraying Zinc alloy coated employing arc spray process in finished product pipe of concrete exposed bellmouth steel loop and is inserted It is obtained on mouth steel loop outer wall, the method is prior art, repeats no more.
This utility model has the advantages that
1st, the bellmouth steel loop at this utility model Prestressed concrete cylinder pipe two ends and socket steel ring carry thermal jet zinc coating Alloy coat, the lined Prestressed concrete cylinder pipe with fiberglass protective layer for the pipe of concrete outer surface simultaneously.By adopting It is obtained Zinc alloy coated on bellmouth steel loop and the exposed surface of socket steel ring with arc spray process, outside deformed bar Face directly applies epoxy resin, twines glass wool cloth and glass fibre makes fiberglass protective layer, glass hardness of steel is high, anti-permeability performance Good, increase substantially surface strength and the resistance to corrosion of tubing.
2nd, this utility model overall structure is simple, and design science rationally, has good durability, corrosion resistance, and Manufacturing process is simple, in advance should through the lined of the Zinc alloy coated process of bell and spigot steel loop thermal spraying on surface and fiberglass protective layer Power steel cylinder concrete tube lifetime is effectively extended.
3rd, there is more preferable acid and alkali-resistance, thermostability, can applied environment wider.
4. more preferably, the life-span is more long, and the life-span is longer for bell and spigot antiseptic effect.
Brief description
Fig. 1 is this utility model section structure schematic diagram;
Fig. 2 is transverse cross-sectional view of the present utility model;
Wherein 1. internal layer concrete layers, 2. steel cylinder, 3. deformed bar, 4. in epoxy resin layer, 5. outer epoxy resin Layer, 6. medium alkali fiber cloth layer, 7. glass layer, 8. zinc alloy layer, 9. fiberglass protective layer.
Specific embodiment
With reference to the accompanying drawings and examples this utility model is further illustrated.
Structure depicted in this specification institute accompanying drawings, ratio, size etc., all only in order to coordinate in disclosed in description Hold, so that those skilled in the art understands and reads, be not limited to the enforceable qualificationss of this utility model, therefore not Have technical essential meaning, the adjustment of the modification of any structure, the change of proportionate relationship or size, do not affecting this practicality newly Under effect that type can be generated by and the purpose that can reach, the technology contents that all should still fall disclosed in this utility model obtain can be contained In the range of lid.Meanwhile, in this specification cited as " on ", D score, "left", "right", " middle " and " one " etc. term, Be merely convenient to describe understands, and is not used to limit the enforceable scope of this utility model, the change of its relativeness or tune Whole, under no essence change technology contents, when being also considered as the enforceable category of this utility model.
As Figure 1-Figure 2, there is the lined Prestressed concrete cylinder pipe of the full anticorrosive coat of fiberglass, including by interior to Internal layer concrete layer 1, steel cylinder 2 and the fiberglass protective layer 10 setting gradually outward, is wound with deformed bar 3, institute outside steel cylinder 2 State thermal jet on the bellmouth steel loop at Prestressed concrete cylinder pipe two ends and the exposed surface outside of socket steel ring and scribble kirsite Coating 8.
Fiberglass protective layer 9 is from the inside to the outside successively by interior epoxy resin layer 4, medium alkali fiber cloth layer 6, outer epoxy resin Layer 5 and glass layer 7 are combined and constitute.Interior epoxy resin layer 4 is coated in deformed bar 3 outside and its gap.
Medium alkali fiber cloth layer 6 is to be in 30 ° -50 ° by medium alkali fiber cloth along with described pipe of concrete centrage Angle is wound around and constitutes.It is layer 2-3 that medium alkali fiber cloth layer 6 is wound around thickness.
Outer epoxy resin layer 5 is coated on medium alkali fiber cloth layer 6 outer surface.
Glass layer 7 is to be made up of in 20 ° of -30 ° of angles windings along with described pipe of concrete centrage glass fibre. The thickness that is wound around of glass layer 7 is 2mm-8mm it is adaptable to different pipe diameters and applied environment.
Zinc alloy coated 8 thickness are 0.5-1.2mm.
Thermal spraying Zinc alloy coated 8 adopts arc spray process in finished product pipe of concrete exposed bellmouth steel loop and to insert It is obtained on mouth steel loop outer wall, the method is prior art, repeats no more.
Although the above-mentioned accompanying drawing that combines is described to specific embodiment of the present utility model, not new to this practicality The restriction of type protection domain, one of ordinary skill in the art should be understood that on the basis of the technical solution of the utility model, ability Field technique personnel do not need to pay the various modifications that creative work can make or deformation still in protection model of the present utility model Within enclosing.

Claims (9)

1. a kind of lined Prestressed concrete cylinder pipe with the full anticorrosive coat of fiberglass, is characterized in that, including from inside to outside Internal layer concrete layer, steel cylinder and the fiberglass protective layer setting gradually, is wound with deformed bar outside steel cylinder, described prestressing force On the bellmouth steel loop at cylinder concrete pipe two ends and the exposed surface outside of socket steel ring thermal jet scribble Zinc alloy coated.
2. there is the lined Prestressed concrete cylinder pipe of the full anticorrosive coat of fiberglass as claimed in claim 1, it is characterized in that, Described fiberglass protective layer is from the inside to the outside successively by interior epoxy resin layer, medium alkali fiber cloth layer, outer epoxy resin layer and glass Glass fibrous layer is combined and constitutes.
3. there is the lined Prestressed concrete cylinder pipe of the full anticorrosive coat of fiberglass as claimed in claim 2, it is characterized in that, Described interior epoxy resin layer is coated in deformed bar outside and its gap.
4. there is the lined Prestressed concrete cylinder pipe of the full anticorrosive coat of fiberglass as claimed in claim 2, it is characterized in that, Described medium alkali fiber cloth layer is to be twined in 30 ° of -50 ° of angles along with described pipe of concrete centrage by medium alkali fiber cloth Around composition.
5. there is the lined Prestressed concrete cylinder pipe of the full anticorrosive coat of fiberglass as claimed in claim 2, it is characterized in that, Described outer epoxy resin layer is coated on medium alkali fiber cloth layer outer surface.
6. there is the lined Prestressed concrete cylinder pipe of the full anticorrosive coat of fiberglass as claimed in claim 2, it is characterized in that, Described glass layer is to be made up of in 20 ° of -30 ° of angles windings along with described pipe of concrete centrage glass fibre.
7. the lined Prestressed concrete cylinder pipe with the full anticorrosive coat of fiberglass as described in claim 2 or 4, its feature It is that it is layer 2-3 that described medium alkali fiber cloth layer is wound around thickness.
8. the lined Prestressed concrete cylinder pipe with the full anticorrosive coat of fiberglass as described in claim 2 or 6, its feature It is that the winding thickness of described glass layer is 2mm-8mm.
9. there is the lined Prestressed concrete cylinder pipe of the full anticorrosive coat of fiberglass as claimed in claim 1, it is characterized in that, Described Zinc alloy coated thickness is 0.5-1.2mm.
CN201620971724.5U 2016-08-30 2016-08-30 Inside lining formula prestressing force steel cylinder concrete pipe with full anticorrosive coating of glass steel Active CN205919021U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107989156A (en) * 2017-11-28 2018-05-04 北京中水科海利工程技术有限公司 Structure, pipeline and construction method for PCCP pipe bell and spigot seams
CN107989156B (en) * 2017-11-28 2024-06-07 北京中水科海利工程技术有限公司 Structure for PCCP pipe faucet seam, pipeline and construction method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107989156A (en) * 2017-11-28 2018-05-04 北京中水科海利工程技术有限公司 Structure, pipeline and construction method for PCCP pipe bell and spigot seams
CN107989156B (en) * 2017-11-28 2024-06-07 北京中水科海利工程技术有限公司 Structure for PCCP pipe faucet seam, pipeline and construction method

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