CN108036122A - Flexible socket joint fiberglass composite high-strength corrosion-resistant pipe production technology - Google Patents

Flexible socket joint fiberglass composite high-strength corrosion-resistant pipe production technology Download PDF

Info

Publication number
CN108036122A
CN108036122A CN201711481082.6A CN201711481082A CN108036122A CN 108036122 A CN108036122 A CN 108036122A CN 201711481082 A CN201711481082 A CN 201711481082A CN 108036122 A CN108036122 A CN 108036122A
Authority
CN
China
Prior art keywords
parts
reinforced plastic
composite high
glass reinforced
steel
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.)
Pending
Application number
CN201711481082.6A
Other languages
Chinese (zh)
Inventor
魏奉生
吴家才
胡建琦
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
DONGYING TIANCHENG BUILDING MATERIALS CO LTD
Original Assignee
DONGYING TIANCHENG BUILDING MATERIALS CO LTD
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by DONGYING TIANCHENG BUILDING MATERIALS CO LTD filed Critical DONGYING TIANCHENG BUILDING MATERIALS CO LTD
Priority to CN201711481082.6A priority Critical patent/CN108036122A/en
Publication of CN108036122A publication Critical patent/CN108036122A/en
Pending legal-status Critical Current

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L9/00Rigid pipes
    • F16L9/14Compound tubes, i.e. made of materials not wholly covered by any one of the preceding groups
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08KUse of inorganic or non-macromolecular organic substances as compounding ingredients
    • C08K3/00Use of inorganic substances as compounding ingredients
    • C08K3/34Silicon-containing compounds
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08KUse of inorganic or non-macromolecular organic substances as compounding ingredients
    • C08K7/00Use of ingredients characterised by shape
    • C08K7/02Fibres or whiskers
    • C08K7/04Fibres or whiskers inorganic
    • C08K7/14Glass
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08LCOMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L63/00Compositions of epoxy resins; Compositions of derivatives of epoxy resins
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L58/00Protection of pipes or pipe fittings against corrosion or incrustation
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08LCOMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L2203/00Applications
    • C08L2203/18Applications used for pipes

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Health & Medical Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Medicinal Chemistry (AREA)
  • Polymers & Plastics (AREA)
  • Organic Chemistry (AREA)
  • Mechanical Engineering (AREA)
  • Rigid Pipes And Flexible Pipes (AREA)

Abstract

The invention discloses a kind of flexible socket joint fiberglass composite high-strength corrosion-resistant pipe production technology, including glass reinforced plastic pipe matrix, framework of steel reinforcement, concrete layer and protective layer, framework of steel reinforcement is set with glass reinforced plastic pipe matrix periphery, glass reinforced plastic pipe matrix outer circumferential surface is with being set with framework of steel reinforcement 5-40mm of interval and putting on steel mold, the concrete being stirred is injected in the steel mold propped up by injection port, open the vibration motor in steel mold, just concrete edge vibrations are injected, ensure the mobility and density of concrete, then protective layer is uniformly sprayed on the fiberglass composite high-strength corrosion-resistant pipe surface poured, after the completion of injection, after layer spontaneous curing to be protected, numbering storage.Present invention process design is reasonable, technique is simple, highly practical.The flexible spigot-and-socket fiberglass composite high-strength corrosion-resistant pipe produced by present invention process, it has the advantages that high good airproof performance, corrosion-resistant, inner wall smooth, ring stiffness, indeformable, install convenient, does not excavate and can construct.

Description

Flexible socket joint fiberglass composite high-strength corrosion-resistant pipe production technology
Technical field
The present invention relates to a kind of drainpipe production technology, and in particular to a kind of flexibility socket joint fiberglass composite high-strength is corrosion-resistant Pipe production technology.
Background technology
With the increasing of national environmental protection dynamics, miscellaneous drainage pipe comes into being, and market is most commonly that cement Pipe, cast iron pipe, plastic tube etc..Pipe of cement is big intolerant to burn into internal resistance with the shortcomings that cast iron pipe, is easily blocked over time, modeling The shortcomings that expects pipe is:Ring stiffness is poor, yielding, of high cost.
The content of the invention
The purpose of the present invention is aiming at defect existing in the prior art, there is provided a kind of flexibility socket joint fiberglass composite high-strength Corrosion-resistant pipe production technology.
Its technical solution is:Flexible socket joint fiberglass composite high-strength corrosion-resistant pipe production technology, including glass reinforced plastic pipe matrix, Framework of steel reinforcement, concrete layer and protective layer, glass reinforced plastic pipe matrix periphery be set with framework of steel reinforcement, glass reinforced plastic pipe matrix outer circumferential surface with Suit framework of steel reinforcement 5-40mm of interval simultaneously puts on steel mold, the punching block that the concrete being stirred has been propped up by injection port injection In tool, the vibration motor in steel mold is opened, just injects concrete edge vibrations, ensures the mobility and density of concrete, so Protective layer is uniformly sprayed on the fiberglass composite high-strength corrosion-resistant pipe surface poured afterwards, after the completion of injection, layer to be protected is natural After curing, numbering storage.
The raw material of the following mass component of glass steel pipe matrix:10-120 parts of polyester resin, 3-40 parts of talcum powder, accelerating agent 0.025-0.3 parts, 0.4-4 parts of curing agent, 15-180 parts of alkali-free Non-twisting glass fibre silk, 2-30 parts of 0.4 alkali-free glass fiber cloth; Manufacturing process:First polyester resin is injected in agitator, talcum powder is then added and stirs evenly, it is equal to add accelerating agent stirring It is even, it is eventually adding curing agent and stirs evenly, pours into and resin basestocks are made in the hopper of wrapping machine;By glass reinforced plastic pipe base body die Tool is placed on wrapping machine, then covers one layer of 300 × 0.025mm high density low pressure polyester in the shape of a spiral in die surface flared end Film, is blocked and fracture is bonding to mould tail end;Alkali-free glass fiber cloth is twined in the shape of a spiral since the flared end of mould Around one layer, blocked to mould tail end;Again by alkali-free Non-twisting glass fibre silk share split by equipped with resin basestocks hopper, then will The first circumferential direction of flared end for being soaked with alkali-free Non-twisting glass fibre from the mould of resin basestocks winds one layer to mould tail end, Ran Houzai Cross winding is thick to 3mm-15mm, good glass reinforced plastic pipe matrix to be wound under field conditions (factors) curing and demolding up to glass steel pipe base Body.
The polyester resin is 191 unsaturated polyester resins;The talcum powder is 1250 mesh talcum powder.
The framework of steel reinforcement includes stirrup and main reinforcement, bows out circular stirrup, stirrup according to produced tubing caliber first Internal diameter size is bigger 10-80mm than glass reinforced plastic pipe matrix outer diameter, since the flared end of glass reinforced plastic pipe matrix, at interval of 10cm puts one, is placed into the bell end of glass reinforced plastic pipe matrix, and main reinforcement iron wire is bound on stirrup at interval of 10cm is circumferential, Silk is tied up during binding diagonally to be bound, it is ensured that framework of steel reinforcement it is firm.
The stirrup uses the screw-thread steel of Ф 8, φ 10 or φ 14;Main ribs use the screw thread of Ф 12, φ 18 or Ф 22 Steel.
The proportion by weight of the concrete layer raw material:87.5-262.5 parts of water, 230-691.5 parts of cement, 256- Sand, 626-1878 parts of stones, 3.5-10.5 parts of MNC-A type early strength water-reducing agents in 768 parts;Cement, middle sand are first added into stirring Stirred in machine 2-6 minutes, then stone is added in mixer and is stirred 1-5 minutes, add water stirring 2-6 minutes, finally Add MNC-A types early strength water-reducing agents stir 4-10 minutes it is to be mixed uniformly after be put into dumper.
The proportion by weight of the protective layer raw material:50-150 parts of E44 epoxy resin, 7.5-22.5 parts of curing agent, 10-30 Part toughener, 25-75 parts of portland cements, 20-45 parts of diluents;First E44 epoxy resin, curing agent are poured into agitator and stirred Mix uniformly, then add toughener and stir evenly, add portland cement and stir evenly, finally added according to the viscosity of slurry Enter suitable diluent to stir evenly.
The curing agent is ethylenediamine;The toughener is dibutyl phthalate;The diluent is dimethylbenzene.
Compared with prior art, design is reasonable, technique is simple, highly practical by the present invention.By present invention process production Flexible spigot-and-socket fiberglass composite high-strength corrosion-resistant pipe, it is high, constant with good airproof performance, corrosion-resistant, inner wall smooth, ring stiffness Shape, install convenient, do not excavate the advantages that can constructing.
Brief description of the drawings
Fig. 1 is the structure diagram of an embodiment of the present invention;
Fig. 2 is the structure diagram of framework of steel reinforcement in the present invention.
Embodiment
1-Fig. 2 referring to the drawings, a kind of flexibility socket joint fiberglass composite high-strength corrosion-resistant pipe production technology, including fiberglass Pipe matrix, framework of steel reinforcement, concrete layer and protective layer, framework of steel reinforcement, glass reinforced plastic pipe matrix are set with glass reinforced plastic pipe matrix periphery Outer circumferential surface passes through injection port with being set with framework of steel reinforcement 5-40mm of interval and putting on steel mold, by the concrete being stirred and injects branch In good steel mold, the vibration motor in steel mold is opened, just injects concrete edge vibrations, ensures the mobility of concrete and close Reality, after the complete 4-10h initial sets of concreting, dismantles mould, puts on plastic cloth sealing, is put into maintenance 6-8 in thermostatic chamber My god, after on the fiberglass composite high-strength corrosion-resistant pipe surface poured uniformly spray protective layer, after the completion of injection, layer to be protected from After so curing, numbering storage.
The raw material of the following mass component of glass steel pipe matrix:10-120 parts of polyester resin, 3-40 parts of talcum powder, accelerating agent 0.025-0.3 parts, 0.4-4 parts of curing agent, 15-180 parts of alkali-free Non-twisting glass fibre silk, 2-30 parts of 0.4 alkali-free glass fiber cloth; Manufacturing process:First polyester resin is injected in agitator, talcum powder is then added and stirs evenly, it is equal to add accelerating agent stirring It is even, it is eventually adding curing agent and stirs evenly, pours into and resin basestocks are made in the hopper of wrapping machine;By glass reinforced plastic pipe base body die Tool is placed on wrapping machine, then covers one layer of 300 × 0.025mm high density low pressure polyester in the shape of a spiral in die surface flared end Film, is blocked and fracture is bonding to mould tail end;Alkali-free glass fiber cloth is twined in the shape of a spiral since the flared end of mould Around one layer, blocked to mould tail end;Again by alkali-free Non-twisting glass fibre silk share split by equipped with resin basestocks hopper, then will The first circumferential direction of flared end for being soaked with alkali-free Non-twisting glass fibre from the mould of resin basestocks winds one layer to mould tail end, Ran Houzai Cross winding is thick to 3mm-15mm, good glass reinforced plastic pipe matrix to be wound under field conditions (factors) curing and demolding up to glass steel pipe base Body.The polyester resin is 191 unsaturated polyester resins;The talcum powder is 1250 mesh talcum powder.
The framework of steel reinforcement includes stirrup and main reinforcement, bows out circular stirrup, stirrup according to produced tubing caliber first Internal diameter size is bigger 10-80mm than glass reinforced plastic pipe matrix outer diameter since the flared end of glass reinforced plastic pipe matrix, at interval of 10cm puts one, is placed into the bell end of glass reinforced plastic pipe matrix, and main reinforcement iron wire is bound on stirrup at interval of 10cm is circumferential, Silk is tied up during binding diagonally to be bound, it is ensured that framework of steel reinforcement it is firm.The stirrup uses the screw thread of Ф 8, φ 10 or φ 14 Steel;Main ribs use the screw-thread steel of Ф 12, φ 18 or Ф 22.
The proportion by weight of the concrete layer raw material:87.5-262.5 parts of water, 230-691.5 parts of cement, 256- Sand, 626-1878 parts of stones, 3.5-10.5 parts of MNC-A type early strength water-reducing agents in 768 parts;Cement, middle sand are first added into stirring Stirred in machine 2-6 minutes, then stone is added in mixer and is stirred 1-5 minutes, add water stirring 2-6 minutes, finally Add MNC-A types early strength water-reducing agents stir 4-10 minutes it is to be mixed uniformly after be put into dumper.
The proportion by weight of the protective layer raw material:50-150 parts of E44 epoxy resin, 7.5-22.5 parts of curing agent, 10-30 Part toughener, 25-75 parts of portland cements, 20-45 parts of diluents;First E44 epoxy resin, curing agent are poured into agitator and stirred Mix uniformly, then add toughener and stir evenly, add portland cement and stir evenly, finally added according to the viscosity of slurry Enter suitable diluent to stir evenly.The curing agent is ethylenediamine;The toughener is dibutyl phthalate;Institute It is dimethylbenzene to state diluent.
Embodiment one:
A kind of flexibility socket joint fiberglass composite high-strength corrosion-resistant pipe production technology, including glass reinforced plastic pipe matrix, framework of steel reinforcement, coagulation Soil layer and protective layer, making step mainly divide the following steps:Glass reinforced plastic pipe matrix --- assembling reinforcement skeleton --- is made to pour Concrete layer --- spraying protective layer.
1st, the making of glass reinforced plastic pipe matrix:
(1)Component:191 10 parts of unsaturated polyester resins, 1,250 3 parts of mesh talcum powder, 0.025 part of accelerating agent, 0.4 part of curing agent, 15 parts of alkali-free Non-twisting glass fibre silk, 0.4 2 parts of alkali-free glass fiber cloth;
(2)Make resin basestocks:First 191 unsaturated polyester resins are injected in agitator, then add 1250 mesh talcum powder Stir evenly, add accelerating agent and stir evenly, be eventually adding curing agent and stir evenly, pour into the hopper of wrapping machine;
(3)Overlay film:Glass reinforced plastic pipe matrix mould is placed on wrapping machine, then covers one in the shape of a spiral in die surface flared end Layer 300*0.025mm high density low pressure polyester films, are blocked and fracture is bonding to mould tail end(The film plays the demoulding);
(4)For cloth:2 part of 0.4 alkali-free glass fiber cloth is first wound one layer in the shape of a spiral since the flared end of mould, to mould Tail end blocks.
(5)For yarn:First by 15 parts of alkali-free Non-twisting glass fibre silk share splits by equipped with resin basestocks hopper, ensureing per share Alkali-free Non-twisting glass fibre is all uniformly stained with resin basestocks, then will be soaked with the alkali-free Non-twisting glass fibres of resin basestocks from First circumferential one layer of winding is to mould tail end for the flared end of mould, and then cross winding is thick to 3mm again;
(6)The demoulding:After good glass reinforced plastic pipe matrix to be wound cures under field conditions (factors), the demoulding is spare.
2nd, assembling reinforcement skeleton
(1)The selection of reinforcing bar model:During caliber DN200≤DN400, main reinforcement uses 12 screw-thread steels of Ф, and stirrup uses 8 screw threads of Ф Steel;During caliber DN500≤800, main reinforcement uses 18 screw-thread steels of φ, and stirrup uses 10 screw-thread steels of φ;Caliber DN900≤1500 When, main reinforcement uses 22 screw-thread steel of diameter, and stirrup uses 14 screw-thread steels of φ;
(2)The making of framework of steel reinforcement:The size of interior stirrup is bowed out according to tubing caliber, stirrup internal diameter size is than glass reinforced plastic pipe matrix The big 10mm of outer diameter, since the flared end of glass reinforced plastic pipe matrix, puts one at interval of 100mm, is placed into fiberglass The bell end of pipe matrix.Main reinforcement with 22# tie wires at interval of the circumferential bindings of 100mm on stirrup, it is diagonal that when binding, ties up silk Binding, it is ensured that the fastness of framework of steel reinforcement.
3rd, casting concrete layer:
(1)Concrete proportioning:87.5 parts of water, 230 parts of cement, the early strong diminishing of sand, 626 parts of stones, 3.5 parts of MNC-A types in 256 parts Agent;
(2)Formwork:First ready-made glass reinforced plastic pipe matrix pier is put on stent, and in one layer of water of glass reinforced plastic pipe matrix surface brushing Soluble epoxy glue, then puts on the framework of steel reinforcement bound, 5mm is spaced between framework of steel reinforcement and glass reinforced plastic pipe matrix, most Steel mold is covered outside framework of steel reinforcement afterwards;
(3)Ready-mixed concrete:First cement, middle sand are added in mixer and stirred 3 minutes, then stone is added in mixer and is stirred Mix 2 minutes, add water stir 3 minutes, be eventually adding MNC-A types early strength water-reducing agent stir 5 minutes it is to be mixed uniformly after be put into In dumper;
(4)Pour and vibrate:The concrete being stirred is injected in the mould propped up by injection port, opens the vibrations electricity on mould Machine, just injects concrete edge vibrations, ensures the mobility and density of concrete;
(5)Form removal conserves:After the complete 6h initial sets of concreting, mould is dismantled, plastic cloth sealing is put on, is put into thermostatic chamber and supports Shield 7 days.
4th, water-soluble epoxy resin protective layer is sprayed:
(1)Component:50 parts of E44 epoxy resin, 7.5 parts of ethylenediamines, 10 parts of dibutyl phthalates, 25-75 parts of silicate cements Mud, 20 parts of dimethylbenzene;
(2)Stirring:First E44 epoxy resin, ethylenediamine are poured into agitator and stirred evenly, then adds two fourth of phthalic acid Ester stirs evenly, and adds portland cement and stirs evenly, and finally adding suitable dimethylbenzene according to the viscosity of slurry stirs Uniformly;
(3)Injection:The epoxy resin slurry that will be stirred, injects in air compressor injector, then in the glass poured The corrosion-resistant draining pipe surface of steel composite high-strength is uniformly sprayed, and is not easy between jet thickness 0.5mm-2mm blocked up.
(4)Storage:After the completion of injection, after epoxy resin slurry spontaneous curing, numbering is put in storage up to this product.
Embodiment two:
A kind of flexibility socket joint fiberglass composite high-strength corrosion-resistant pipe production technology, including glass reinforced plastic pipe matrix, framework of steel reinforcement, coagulation Soil layer and protective layer, making step mainly divide the following steps:Glass reinforced plastic pipe matrix --- assembling reinforcement skeleton --- is made to pour Concrete layer --- spraying protective layer.
1st, the making of glass reinforced plastic pipe matrix:
(1)Component:191 120 parts of unsaturated polyester resins, 1,250 40 parts of mesh talcum powder, 0.3 part of accelerating agent, 4 parts of curing agent, nothing 180 parts of alkali Non-twisting glass fibre silk, 0.4 30 parts of alkali-free glass fiber cloth;
(2)Make resin basestocks:First 191 unsaturated polyester resins are injected in agitator, then add 1250 mesh talcum powder Stir evenly, add accelerating agent and stir evenly, be eventually adding curing agent and stir evenly, pour into the hopper of wrapping machine;
(3)Overlay film:Glass reinforced plastic pipe matrix mould is placed on wrapping machine, then covers one in the shape of a spiral in die surface flared end Layer 300*0.025mm high density low pressure polyester films, are blocked and fracture is bonding to mould tail end(The film plays the demoulding);
(4)For cloth:30 part of 0.4 alkali-free glass fiber cloth is first wound one layer in the shape of a spiral since the flared end of mould, to mould Tool tail end blocks.
(5)For yarn:First by 180 parts of alkali-free Non-twisting glass fibre silk share splits by equipped with resin basestocks hopper, ensureing every Stock alkali-free Non-twisting glass fibre is all uniformly stained with resin basestocks, then will be soaked with the alkali-free Non-twisting glass fibre of resin basestocks From the flared end of mould, first circumferential one layer of winding is to mould tail end, and then cross winding is thick to 15mm again;
(6)The demoulding:After good glass reinforced plastic pipe matrix to be wound cures under field conditions (factors), the demoulding is spare.
2nd, assembling reinforcement skeleton
(1)The selection of reinforcing bar model:During caliber DN200≤DN400, main reinforcement uses 12 screw-thread steels of Ф, and stirrup uses 8 screw threads of Ф Steel;During caliber DN500≤800, main reinforcement uses 18 screw-thread steels of φ, and stirrup uses 10 screw-thread steels of φ;Caliber DN900≤1500 When, main reinforcement uses 22 screw-thread steel of diameter, and stirrup uses 14 screw-thread steels of φ;
(2)The making of framework of steel reinforcement:The size of interior stirrup is bowed out according to tubing caliber, stirrup internal diameter size is than glass reinforced plastic pipe matrix The big 80mm of outer diameter, since the flared end of glass reinforced plastic pipe matrix, puts one at interval of 100mm, is placed into fiberglass The bell end of pipe matrix.Main reinforcement with 22# tie wires at interval of the circumferential bindings of 100mm on stirrup, it is diagonal that when binding, ties up silk Binding, it is ensured that the fastness of framework of steel reinforcement.
3rd, casting concrete layer:
(1)Concrete proportioning:262.5 parts of water, 691.5 parts of cement, sand, 1878 parts of stones, 10.5 parts of MNC-A types are early in 768 parts Strength water-reducing agent;
(2)Formwork:First ready-made glass reinforced plastic pipe matrix pier is put on stent, and in one layer of water of glass reinforced plastic pipe matrix surface brushing Soluble epoxy glue, then puts on the framework of steel reinforcement bound, 40mm is spaced between framework of steel reinforcement and glass reinforced plastic pipe matrix, most Steel mold is covered outside framework of steel reinforcement afterwards;
(3)Ready-mixed concrete:First cement, middle sand are added in mixer and stirred 3 minutes, then stone is added in mixer and is stirred Mix 2 minutes, add water stir 3 minutes, be eventually adding MNC-A types early strength water-reducing agent stir 5 minutes it is to be mixed uniformly after be put into In dumper;
(4)Pour and vibrate:The concrete being stirred is injected in the mould propped up by injection port, opens the vibrations electricity on mould Machine, just injects concrete edge vibrations, ensures the mobility and density of concrete;
(5)Form removal conserves:After the complete 6h initial sets of concreting, mould is dismantled, plastic cloth sealing is put on, is put into thermostatic chamber and supports Shield 7 days.
4th, water-soluble epoxy resin protective layer is sprayed:
(1)Component:150 parts of E44 epoxy resin, 22.5 parts of ethylenediamines, 30 parts of dibutyl phthalates, 75 parts of silicate cements Mud, 45 parts of dimethylbenzene;
(2)Stirring:First E44 epoxy resin, ethylenediamine are poured into agitator and stirred evenly, then adds two fourth of phthalic acid Ester stirs evenly, and adds portland cement and stirs evenly, and finally adding suitable dimethylbenzene according to the viscosity of slurry stirs Uniformly;
(3)Injection:The epoxy resin slurry that will be stirred, injects in air compressor injector, then in the glass poured The corrosion-resistant draining pipe surface of steel composite high-strength is uniformly sprayed, and is not easy between jet thickness 0.5mm-2mm blocked up.
(4)Storage:After the completion of injection, after epoxy resin slurry spontaneous curing, numbering is put in storage up to this product.
Embodiment three:
A kind of flexibility socket joint fiberglass composite high-strength corrosion-resistant pipe production technology, including glass reinforced plastic pipe matrix, framework of steel reinforcement, coagulation Soil layer and protective layer, making step mainly divide the following steps:Glass reinforced plastic pipe matrix --- assembling reinforcement skeleton --- is made to pour Concrete layer --- spraying protective layer.
1st, the making of glass reinforced plastic pipe matrix:
(1)Component:191 80 parts of unsaturated polyester resins, 1,250 20 parts of mesh talcum powder, 0.1 part of accelerating agent, 1 part of curing agent, alkali-free 160 parts of Non-twisting glass fibre silk, 0.4 18 parts of alkali-free glass fiber cloth;
(2)Make resin basestocks:First 191 unsaturated polyester resins are injected in agitator, then add 1250 mesh talcum powder Stir evenly, add accelerating agent and stir evenly, be eventually adding curing agent and stir evenly, pour into the hopper of wrapping machine;
(3)Overlay film:Glass reinforced plastic pipe matrix mould is placed on wrapping machine, then covers one in the shape of a spiral in die surface flared end Layer 300*0.025mm high density low pressure polyester films, are blocked and fracture is bonding to mould tail end(The film plays the demoulding);
(4)For cloth:18 part of 0.4 alkali-free glass fiber cloth is first wound one layer in the shape of a spiral since the flared end of mould, to mould Tool tail end blocks.
(5)For yarn:First by 160 parts of alkali-free Non-twisting glass fibre silk share splits by equipped with resin basestocks hopper, ensureing every Stock alkali-free Non-twisting glass fibre is all uniformly stained with resin basestocks, then will be soaked with the alkali-free Non-twisting glass fibre of resin basestocks From the flared end of mould, first circumferential one layer of winding is to mould tail end, and then cross winding is thick to 15mm again;
(6)The demoulding:After good glass reinforced plastic pipe matrix to be wound cures under field conditions (factors), the demoulding is spare.
2nd, assembling reinforcement skeleton
(1)The selection of reinforcing bar model:During caliber DN200≤DN400, main reinforcement uses 12 screw-thread steels of Ф, and stirrup uses 8 screw threads of Ф Steel;During caliber DN500≤800, main reinforcement uses 18 screw-thread steels of φ, and stirrup uses 10 screw-thread steels of φ;Caliber DN900≤1500 When, main reinforcement uses 22 screw-thread steel of diameter, and stirrup uses 14 screw-thread steels of φ;
(2)The making of framework of steel reinforcement:The size of interior stirrup is bowed out according to tubing caliber, stirrup internal diameter size is than glass reinforced plastic pipe matrix The big 80mm of outer diameter, since the flared end of glass reinforced plastic pipe matrix, puts one at interval of 100mm, is placed into fiberglass The bell end of pipe matrix.Main reinforcement with 22# tie wires at interval of the circumferential bindings of 100mm on stirrup, it is diagonal that when binding, ties up silk Binding, it is ensured that the fastness of framework of steel reinforcement.
3rd, casting concrete layer:
(1)Concrete proportioning:200 parts of water, 500 parts of cement, the early strong diminishing of sand, 1100 parts of stones, 8 parts of MNC-A types in 560 parts Agent;
(2)Formwork:First ready-made glass reinforced plastic pipe matrix pier is put on stent, and in one layer of water of glass reinforced plastic pipe matrix surface brushing Soluble epoxy glue, then puts on the framework of steel reinforcement bound, 40mm is spaced between framework of steel reinforcement and glass reinforced plastic pipe matrix, most Steel mold is covered outside framework of steel reinforcement afterwards;
(3)Ready-mixed concrete:First cement, middle sand are added in mixer and stirred 3 minutes, then stone is added in mixer and is stirred Mix 2 minutes, add water stir 3 minutes, be eventually adding MNC-A types early strength water-reducing agent stir 5 minutes it is to be mixed uniformly after be put into In dumper;
(4)Pour and vibrate:The concrete being stirred is injected in the mould propped up by injection port, opens the vibrations electricity on mould Machine, just injects concrete edge vibrations, ensures the mobility and density of concrete;
(5)Form removal conserves:After the complete 6h initial sets of concreting, mould is dismantled, plastic cloth sealing is put on, is put into thermostatic chamber and supports Shield 7 days.
4th, water-soluble epoxy resin protective layer is sprayed:
(1)Component:120 parts of E44 epoxy resin, 20 parts of ethylenediamines, 22 parts of dibutyl phthalates, 50 parts of portland cements, 32 parts of dimethylbenzene;
(2)Stirring:First E44 epoxy resin, ethylenediamine are poured into agitator and stirred evenly, then adds two fourth of phthalic acid Ester stirs evenly, and adds portland cement and stirs evenly, and finally adding suitable dimethylbenzene according to the viscosity of slurry stirs Uniformly;
(3)Injection:The epoxy resin slurry that will be stirred, injects in air compressor injector, then in the glass poured The corrosion-resistant draining pipe surface of steel composite high-strength is uniformly sprayed, and is not easy between jet thickness 0.5mm-2mm blocked up.
(4)Storage:After the completion of injection, after epoxy resin slurry spontaneous curing, numbering is put in storage up to this product.
Present invention process design is reasonable, technique is simple, highly practical.The flexible spigot-and-socket glass produced by present invention process Steel composite high-strength corrosion-resistant pipe, it is with good airproof performance, corrosion-resistant, inner wall smooth, ring stiffness are high, indeformable, install convenient, no The advantages that excavation can construct.

Claims (8)

1. flexible socket joint fiberglass composite high-strength corrosion-resistant pipe production technology, it is characterised in that:Including glass reinforced plastic pipe matrix, reinforcing bar Skeleton, concrete layer and protective layer, framework of steel reinforcement, glass reinforced plastic pipe matrix outer circumferential surface and suit are set with glass reinforced plastic pipe matrix periphery 5-40mm of framework of steel reinforcement interval simultaneously puts on steel mold, and the concrete being stirred is injected in the steel mold propped up by injection port, The vibration motor in steel mold is opened, concrete edge vibrations is just injected, ensures the mobility and density of concrete, then pouring Protective layer is uniformly sprayed on the fiberglass composite high-strength corrosion-resistant pipe surface built, after the completion of injection, layer spontaneous curing to be protected with Afterwards, numbering storage.
2. flexibility socket joint fiberglass composite high-strength corrosion-resistant pipe production technology according to claim 1, it is characterised in that:Institute State the raw material of the following mass component of glass steel pipe matrix:10-120 parts of polyester resin, 3-40 parts of talcum powder, accelerating agent 0.025-0.3 Part, 0.4-4 parts of curing agent, 15-180 parts of alkali-free Non-twisting glass fibre silk, 2-30 parts of 0.4 alkali-free glass fiber cloth;Manufacturing process: First polyester resin is injected in agitator, talcum powder is then added and stirs evenly, add accelerating agent and stir evenly, be eventually adding Curing agent stirs evenly, and pours into and resin basestocks are made in the hopper of wrapping machine;Glass reinforced plastic pipe matrix mould is placed in and is twined On machine, one layer of 300 × 0.025mm high density low pressure polyester film is then covered in the shape of a spiral in die surface flared end, to mould Tail end blocks simultaneously that fracture is bonding;Alkali-free glass fiber cloth is wound one layer in the shape of a spiral since the flared end of mould, extremely Mould tail end blocks;Again by alkali-free Non-twisting glass fibre silk share split by the way that equipped with resin basestocks hopper, resin then will be soaked with The alkali-free Non-twisting glass fibre of basestocks is from one layer of the flared end of mould first circumferential winding to mould tail end, then cross winding again It is thick to 3mm-15mm, good glass reinforced plastic pipe matrix to be wound under field conditions (factors) curing and demolding up to glass steel pipe matrix.
3. flexibility socket joint fiberglass composite high-strength corrosion-resistant pipe production technology according to claim 2, it is characterised in that:Institute It is 191 unsaturated polyester resins to state polyester resin;The talcum powder is 1250 mesh talcum powder.
4. flexibility socket joint fiberglass composite high-strength corrosion-resistant pipe production technology according to claim 1, it is characterised in that:Institute Stating framework of steel reinforcement includes stirrup and main reinforcement, bows out circular stirrup, stirrup internal diameter size ratio according to produced tubing caliber first Big 10-the 80mm of glass reinforced plastic pipe matrix outer diameter, since the flared end of glass reinforced plastic pipe matrix, one is put at interval of 10cm It is a, it is placed into the bell end of glass reinforced plastic pipe matrix, for main reinforcement iron wire at interval of the circumferential bindings of 10cm on stirrup, when binding ties up silk Diagonally to bind, it is ensured that framework of steel reinforcement it is firm.
5. flexibility socket joint fiberglass composite high-strength corrosion-resistant pipe production technology according to claim 4, it is characterised in that:Institute State the screw-thread steel that stirrup uses Ф 8, φ 10 or φ 14;Main ribs use the screw-thread steel of Ф 12, φ 18 or Ф 22.
6. flexibility socket joint fiberglass composite high-strength corrosion-resistant pipe production technology according to claim 1, it is characterised in that:Institute State the proportion by weight of concrete layer raw material:87.5-262.5 parts of water, 230-691.5 parts of cement, sand in 256-768 parts, 626-1878 parts of stones, 3.5-10.5 parts of MNC-A type early strength water-reducing agents;First will cement, middle sand add mixer in stirring 2- 6 minutes, then stone is added in mixer and is stirred 1-5 minutes, added water and stir 2-6 minutes, be eventually adding MNC-A types Early strength water-reducing agent stir 4-10 minutes it is to be mixed uniformly after be put into dumper.
7. flexibility socket joint fiberglass composite high-strength corrosion-resistant pipe production technology according to claim 1, it is characterised in that:Institute State the proportion by weight of protective layer raw material:50-150 parts of E44 epoxy resin, 7.5-22.5 parts of curing agent, 10-30 parts of toughener, 25-75 parts of portland cements, 20-45 parts of diluents;First E44 epoxy resin, curing agent are poured into agitator and stirred evenly, so Toughener is added afterwards to stir evenly, portland cement is added and stirs evenly, and is finally added according to the viscosity of slurry suitable Diluent stirs evenly.
8. flexibility socket joint fiberglass composite high-strength corrosion-resistant pipe production technology according to claim 7, it is characterised in that:Institute It is ethylenediamine to state curing agent;The toughener is dibutyl phthalate;The diluent is dimethylbenzene.
CN201711481082.6A 2017-12-29 2017-12-29 Flexible socket joint fiberglass composite high-strength corrosion-resistant pipe production technology Pending CN108036122A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201711481082.6A CN108036122A (en) 2017-12-29 2017-12-29 Flexible socket joint fiberglass composite high-strength corrosion-resistant pipe production technology

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201711481082.6A CN108036122A (en) 2017-12-29 2017-12-29 Flexible socket joint fiberglass composite high-strength corrosion-resistant pipe production technology

Publications (1)

Publication Number Publication Date
CN108036122A true CN108036122A (en) 2018-05-15

Family

ID=62098905

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201711481082.6A Pending CN108036122A (en) 2017-12-29 2017-12-29 Flexible socket joint fiberglass composite high-strength corrosion-resistant pipe production technology

Country Status (1)

Country Link
CN (1) CN108036122A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109555909A (en) * 2019-01-22 2019-04-02 四川牧雨环保科技有限公司 Double-walled internal-rib fiberglass sandwich concrete high-strength degree compound pipeline complex pipeline and its processing method
CN113461385A (en) * 2021-07-21 2021-10-01 广东联博新型建材有限公司 Resin composite concrete pipe and preparation method thereof
CN115322713A (en) * 2022-07-25 2022-11-11 烟台恒邦泵业有限公司 Bonded iron-silicon-iron and preparation process thereof

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102052524A (en) * 2011-01-17 2011-05-11 武汉理工大学 Prestressed concrete glass reinforced plastic composite pipe and preparation method thereof
CN203384508U (en) * 2013-08-13 2014-01-08 王维国 Compound pipeline lined with glass fiber reinforced plastic concrete
CN103591393A (en) * 2013-11-13 2014-02-19 武汉理工大学 Glass fiber reinforced plastic prestressed concrete cylinder pipe (PCCP) and manufacturing method thereof
CN205036977U (en) * 2015-09-22 2016-02-17 嘉善富源大型构件有限公司 Reinforced concrete and glass reinforced plastic composite pipe
CN105544609A (en) * 2015-12-08 2016-05-04 东营市天诚建材有限公司 Glass fiber reinforced plastic composite integrated inspection well and preparation method thereof
CN205938223U (en) * 2016-08-29 2017-02-08 长兴泗安金源水泥制品厂 Compound pipe is strengthened to reinforced concrete glass steel

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102052524A (en) * 2011-01-17 2011-05-11 武汉理工大学 Prestressed concrete glass reinforced plastic composite pipe and preparation method thereof
CN203384508U (en) * 2013-08-13 2014-01-08 王维国 Compound pipeline lined with glass fiber reinforced plastic concrete
CN103591393A (en) * 2013-11-13 2014-02-19 武汉理工大学 Glass fiber reinforced plastic prestressed concrete cylinder pipe (PCCP) and manufacturing method thereof
CN205036977U (en) * 2015-09-22 2016-02-17 嘉善富源大型构件有限公司 Reinforced concrete and glass reinforced plastic composite pipe
CN105544609A (en) * 2015-12-08 2016-05-04 东营市天诚建材有限公司 Glass fiber reinforced plastic composite integrated inspection well and preparation method thereof
CN205938223U (en) * 2016-08-29 2017-02-08 长兴泗安金源水泥制品厂 Compound pipe is strengthened to reinforced concrete glass steel

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109555909A (en) * 2019-01-22 2019-04-02 四川牧雨环保科技有限公司 Double-walled internal-rib fiberglass sandwich concrete high-strength degree compound pipeline complex pipeline and its processing method
CN109555909B (en) * 2019-01-22 2023-09-19 四川牧雨环保科技有限公司 Double-wall inner rib glass fiber reinforced plastic sandwich concrete high-strength composite pipeline and processing method thereof
CN113461385A (en) * 2021-07-21 2021-10-01 广东联博新型建材有限公司 Resin composite concrete pipe and preparation method thereof
CN115322713A (en) * 2022-07-25 2022-11-11 烟台恒邦泵业有限公司 Bonded iron-silicon-iron and preparation process thereof

Similar Documents

Publication Publication Date Title
CN106760207B (en) A kind of preparation method of TRC template reinforced column
CN105275209B (en) A kind of abnormity space curved surface exposed concrete construction method
CN108036122A (en) Flexible socket joint fiberglass composite high-strength corrosion-resistant pipe production technology
CN102267809B (en) High strength cement mortar for connecting steel bars, and preparation method thereof
CN108590164B (en) A kind of TRC is collapsible can assembled permanent formwork and preparation method thereof
CN106499070B (en) The construction method of connecting sewing between assembled architecture component and component
CN107178179A (en) Slightly expanded concrete coupled column is filled out in a kind of RPC outer barrels
CN108035439A (en) A kind of rapid coagulation soil assembling type node and its construction method
CN105464013B (en) Jacking construction method combined type box culvert and preparation method thereof and the raw material used
CN103895098A (en) Process for forming vibration and extrusion process prestressed concrete pipe through core mold vibration method
CN105014785B (en) Prefabricated assembled concrete component Bar Anchorage preformed hole hole-forming device and method
CN103741949B (en) Treatment of juncture between vertical structure and horizontal structure
CN106738977A (en) A kind of glass fiber reinforced resin concrete and its manufacture craft
CN107721278A (en) A kind of preparation method of concrete prefabricated board
EP3760404A1 (en) Method for manufacturing layered concrete parts
CN106337443A (en) Jointless construction structure combining SCC (self-compacting concrete) and common concrete
CN112757437B (en) Solid waste large-mixing-amount concrete prefabricated laminated slab and preparation method thereof
CN104712088A (en) Construction method for post-poured concrete of prefabricated composite floor slabs
CN105544609B (en) Glass fiber reinforced plastic composite integrated inspection well and preparation method thereof
CN106517938B (en) A method of for filling the composition of high-pressure slip-casting mold and filling high-pressure slip-casting mold using the composition
CN207568634U (en) Soap-free emulsion polymeization ring anchor pre-stress lining structure anchorage slot concrete backfill device
CN104929314B (en) Bracket column concrete construction method
CN107379363B (en) Forming process of polymer concrete pipeline
CN110627472A (en) Risk-removing reinforcement material for dam and reinforcement method thereof
CN104860620A (en) Copolymer enhanced lightweight gypsum decorative materials

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20180515

RJ01 Rejection of invention patent application after publication