CN101328993B - Glass fiber reinforced plastic pressure pipe and preparing method thereof - Google Patents

Glass fiber reinforced plastic pressure pipe and preparing method thereof Download PDF

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Publication number
CN101328993B
CN101328993B CN2007100125026A CN200710012502A CN101328993B CN 101328993 B CN101328993 B CN 101328993B CN 2007100125026 A CN2007100125026 A CN 2007100125026A CN 200710012502 A CN200710012502 A CN 200710012502A CN 101328993 B CN101328993 B CN 101328993B
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tube wall
layer
resin
glass
along
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CN101328993A (en
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张永富
杨兆敏
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Wanmeitong Pipe Industry Hangzhou Co Ltd
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DALIAN YUXING WATER PURIFYING EQUIPMENT Co Ltd
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Abstract

The invention discloses a glass fiber reinforced plastic pressure tube and a preparation method thereof; the preparation method comprises the following steps: the fiber felt reinforced material structure of an inner surface layer is continuously paved to cover the outside of a mandrel coating with a parting agent, and then is immerged into the resin to form the inner surface layer structure; a hanging resin filament thread structure layer which is arranged in a cycle and extends longitudinally along the tube wall and a hanging resin filament thread structure layer which is continuously wound or woven along the tube wall are continuously paved outside the inner surface layer at internals, thus forming a alternate composite layer; the fiber felt reinforced material structure is continuouslypaved outside of the alternate composite layer, immerged into the resin, and then cured for shaping by a heater sheathed outside the glass tube wall. The tube wall is composed of at least six layers of fiber reinforced material structures spaced alternately, which leads a reinforced structure to be arranged between two layers of another reinforced structures, and effectively ensures that each reinforced structure is not affected and damaged and a stable structure resisting various stresses is available, therefore, the invention has higher capability to resist the internal pressure.

Description

Glass fiber reinforced plastic manometer tube and preparation method thereof
Technical field: glass fiber reinforced plastic manometer tube and preparation method thereof be by glass fibre reinforced plastics be material through continuously outside core forming and hardening constitute the tubing that bears pressure and the technological method of working process, particularly constitute and bear pressure tubing and continuous manufacture method by the laminated glass steel structure.
Background technique: existing glass fiber reinforced plastic manometer tube and preparation method thereof, all be outside core, to smear releasing agent continuously, outside scribbling the core of releasing agent, constitute the glass fibre reinforced plastics tube wall continuously by the fibre reinforced materials of invading resin and also extract core after the curing, invade resin by fibre reinforced materials and constitute the glass fibre reinforced plastics tube wall, the structure of fibre reinforced materials has along tube wall twines or braiding, structure along the fiber of the longitudinal extension of pipe along circumferential array is also arranged, and also have composite structrue layer Glass Steel Tube these structure random combination.But this random combination composite structrue layer Glass Steel Tube can not satisfy the complicated applied force of multidirectional structure stress, moment of flexure and moment of torsion.The internal layer that technical process has solidify earlier qualitative after again cladding solidify outerly, cause easily delamination, reduced the intensity of tubing; Invade fiberglass behind the two-layer or two-layer above fibrage of the cladding that has together, so that between the fiber that is in contact with one another, particularly can not invade resin between the fibrage, cause the mechanical strength between the fiber of contact to reduce.
Summary of the invention:
The present invention solves existing glass fiber reinforced plastic manometer tube can not bear complicated applied force, technical problem that intensity is lower, and a kind of glass fiber reinforced plastic manometer tube and preparation method that can overcome the distortion that complicated applied force produces is provided.
In order to address the above problem, glass fiber reinforced plastic manometer tube of the present invention, be to invade resin by fibre reinforced materials to constitute the glass fibre reinforced plastics tube wall, it is characterized in that: glass tube walls is made of at least six layers of fibre reinforced materials structure, the inner and outer surface layer is a fibrofelt reinforcing material structure, between the inner and outer surface layer for arrange a week and along the fibre reinforced materials construction layer of tube wall longitudinal extension with twine continuously along tube wall or the fibre reinforced materials construction layer alternate intervals composite bed of braiding.Such alternate intervals, make a kind of anti-expansion winding or braiding structure between the structure of two-layer bend resistance, the structure both sides that effectively guarantee anti-expansion are not bent stressed impact and destruction, ensure stable anti-expansion structure, so can have the ability of higher anti-internal pressure.Equally, the structure of a kind of bend resistance and distortion two-layer anti-expansion twine or the structure of braiding between, the structure both sides that effectively guarantee bend resistance do not expanded stressed impact and destruction ensure stable bend resistance structure.So also stablized the stressed ability of anti-Various Complex with regard to having formed to have, guaranteed under the stress of Various Complex, also can keep having very high strength capabilities.Inside and outside fibrofelt reinforcing material structure can effectively guarantee extraneous local assault or bump or extruding, effectively prevents bigger crackle, extends and destroys inner fibrous structure, the intensity of anti-other abilities of influence.Glass fiber reinforced plastic manometer tube preparation method of the present invention, continuous smearing release agent outside core, outside scribbling the core of releasing agent, consist of continuously the fiberglass tube wall by the fibre reinforced materials of invading resin and also extract core after the curing, it is characterized in that: outside core, clad continuously the fibrofelt reinforcing material structure of laying interior surface layers, and the intrusion resin, form glass tube walls interior surface layers structure; Outside the interior surface layers that forms, be continuous laying and alternately arranged one round and along the extension resin fibre silk thread structure sheaf of tube wall longitudinal extension with along the extension resin fibre silk thread structure sheaf of tube wall continuous winding or braiding, form the alternate intervals composite bed; The fibrofelt reinforcing material structure of interior surface layers is laid in the outer continuously cladding of alternate intervals composite bed, and invades resin, forms glass tube walls outer surface layer structure, carries out sizing and solidifying with being enclosed within the outer heater of glass tube walls outer surface layer structure.Clad continuously the fibrofelt reinforcing material structure of laying interior surface layers, and after invading resin, carrying out continuous shaping preformed with ferrule mold.In continuous laying alternate intervals composite bed process, carry out continuous shaping pre-shaping with ferrule mold.
Description of drawings: Fig. 1 has represented a kind of six layers of glass fiber reinforced plastic manometer tube structure cross section cross-sectional schematic of the present invention, and Fig. 2 has represented that the present invention processes this six layers of glass fiber reinforced plastic manometer tube procedure schematic representation.Example below in conjunction with accompanying drawing further specifies.
Specific embodiment:
Embodiment one, this six layers of glass fiber reinforced plastic manometer tube of the present invention as shown in the figure are to invade resin by fibre reinforced materials to constitute the glass fibre reinforced plastics tube wall, and it is characterized in that: glass tube walls is made of six layers of fibre reinforced materials structure.Be followed successively by from inside to outside one deck, two layers, three layers, four layers, five layers, six layers, different fibre reinforced materials structures is arranged in each layer, consist of together tube wall with resin.First layer and layer 6 are inner and outer surface layers 1,6, are fibrofelt reinforcing material structure, are to be filled with fibrofelt in resin, as 30-100 gram glass fiber mat.The second layer between the surfaces externally and internally layer is the week and along the fibre reinforced materials structure sheaf 2 of tube wall longitudinal extension of arranging, and such as the glass fiber yarn that adopts 4800Tex longitudinal extension in the second layer tube wall, and is circumferentially arranged 80 along the second layer; The 3rd layer is the fibre reinforced materials structure sheaf 3 along the tube wall continuous winding, along the tube wall continuous winding, forms the fibre structure layer of one deck 1.6mm continuous winding such as the glass fiber yarn that adopts 2400Tex; The 4th layer for arranging week and along the fibre reinforced materials structure sheaf 4 of tube wall longitudinal extension, such as the glass fiber yarn that adopts 4800Tex longitudinal extension in the 4th layer of tube wall, and is circumferentially arranged 160 along the 4th layer; Layer 5 is the fibre reinforced materials structure sheaf 5 along the tube wall continuous weaving, along the tube wall continuous weaving, forms the fibre structure layer of one deck 1.6mm continuous weaving such as the glass fiber yarn that adopts 2400Tex.This six layers of glass fiber reinforced plastic manometer tube preparation method are to smear earlier releasing agent outside tubular core mold 11 continuously, constitute the glass fibre reinforced plastics tube wall continuously by the fibre reinforced materials of invading resin outside scribbling the core of releasing agent.At first outside core, clad continuously the glass mat 3 reinforcing material structures of laying interior surface layers, and invade epoxy resin, form glass tube walls interior surface layers structure by leading felt cover 4.Outside the interior surface layers that forms, first continuous laying is arranged week and along the glass fiber line structure layer of the link epoxy resins of tube wall longitudinal extension, and the glass fibre silk thread 1 of rolling is through resin pickup groove link epoxy resins, and continuous laying is outside interior surface layers; Then twine the glass fiber line structure layer of link epoxy resins continuously along tube wall, the winding system 6 that has the glass fibre silk thread twines the glass fibre silk thread of link epoxy resins continuously, forms the winding structure layer; Continuous laying is arranged week and along the glass fiber line structure layer of the link epoxy resins of tube wall longitudinal extension again, again along tube wall with knitting machine 8 continuous weaving glass fiber line structure layers, and link epoxy resins; Last continuous laying layer of glass felt 3 reinforcing material structures, and the intrusion used for epoxy resin is led the shaping of felt cover outward, form glass fibre reinforced plastics tube wall outer surface layer structure, carry out continuous sizing and solidifying with being enclosed within the outer heater 10 of glass fibre reinforced plastics tube wall outer surface layer structure, and Glass Steel Tube 12 is extracted continuously after will solidifying, and breaks away from the core of tubulose.Between the inner and outer surface layer, form counter-bending and anti-the expansion thus and strengthened the composite bed of structure alternate intervals, make a kind of anti-expansion winding structure between the structure of two-layer bend resistance, guarantee that effectively anti-structure both sides of expanding are not bent stressed influence and destruction, assurance has stable anti-expansion structure, so can have the ability of higher anti-internal pressure.Equally, the structure of a kind of bend resistance and distortion two-layer anti-expansion twine or the structure of braiding between, the structure both sides that effectively guarantee bend resistance do not expanded stressed impact and destruction ensure stable bend resistance structure.So also stablized the stressed ability of anti-Various Complex with regard to having formed to have, guaranteed under the stress of Various Complex, also can keep having very high strength capabilities.Inside and outside fibrofelt reinforcing material structure can effectively guarantee extraneous local assault or bump or extruding, effectively prevents bigger crackle, extends and destroys inner fibrous structure, the intensity of anti-other abilities of influence.
Embodiment two, a kind of seven layers of glass fiber reinforced plastic manometer tube of the present invention are to invade resin by fibre reinforced materials to constitute the glass fibre reinforced plastics tube wall, and it is characterized in that: glass tube walls is made of seven layers of fibre reinforced materials structure.Be followed successively by from inside to outside one deck, two layers, three layers, four layers, five layers, six layers, seven layers, different fibre reinforced materials structures is arranged in each layer, consist of together tube wall with resin.Ground floor and layer 7 are the surfaces externally and internally layers, are fibrofelt reinforcing material structure, are to be filled with fibrofelt in resin, such as 30 gram glass mats.The second layer between the surfaces externally and internally layer is the week and along the fibre reinforced materials structure sheaf of tube wall longitudinal extension of arranging, and such as the glass fiber yarn that adopts 4800Tex longitudinal extension in the second layer tube wall, and is circumferentially arranged 80 along the second layer; The 3rd layer is the fibre reinforced materials structure sheaf along the tube wall continuous winding, along the tube wall continuous winding, forms the fibre structure layer of one deck 1.6mm continuous winding such as the glass fiber yarn that adopts 2400Tex; The 4th layer for arranging week and along the fibre reinforced materials structure sheaf of tube wall longitudinal extension, such as the glass fiber yarn that adopts 4800Tex longitudinal extension in the 4th layer of tube wall, and is circumferentially arranged 160 along the 4th layer; Layer 5 is the fibre reinforced materials structure sheaf along the tube wall continuous winding, along the tube wall continuous winding, forms the fibre structure layer of one deck 1.6mm continuous winding such as the glass fiber yarn that adopts 2400Tex; Layer 6 is the week and along the fibre reinforced materials structure sheaf of tube wall longitudinal extension of arranging, and such as the glass fiber yarn that adopts 4800Tex longitudinal extension in the layer 6 tube wall, and is circumferentially arranged 260 along layer 6; Layer 7 is the fibre reinforced materials structure sheaf along the tube wall continuous winding, along the tube wall continuous winding, forms the fibre structure layer of one deck 1.6mm continuous winding such as the glass fiber yarn that adopts 2400Tex.Continuous smearing release agent outside tubular core mold consists of the fiberglass tube wall continuously by the fibre reinforced materials of invading resin outside scribbling the core of releasing agent earlier.At first outside core, clad continuously the glass mat reinforcing material structure of laying interior surface layers, and invade epoxy resin, form glass tube walls interior surface layers structure.Outside the interior surface layers that forms, elder generation's continuous laying is arranged week and along the glass fiber line structure layer of the link epoxy resins of tube wall longitudinal extension, rear glass fiber line structure layer along tube wall continuous winding link epoxy resins, continuous laying is arranged week and along the glass fiber line structure layer of the link epoxy resins of tube wall longitudinal extension again, again along the glass fiber line structure layer of tube wall continuous winding link epoxy resins, last continuous laying is arranged week and along the glass fiber line structure layer of the link epoxy resins of tube wall longitudinal extension, forms the alternate intervals composite bed.Layer of glass felt reinforcing material structure is laid in the outer cladding continuously of alternate intervals composite bed, and intrusion epoxy resin, form glass fibre reinforced plastics tube wall outer surface layer structure, carry out continuous sizing and solidifying with being enclosed within the outer heater of glass fibre reinforced plastics tube wall outer surface layer structure, and will solidify the core that the back Glass Steel Tube is extracted tubulose continuously.Having formed thus the surfaces externally and internally layer is impact resistance and the enhancing structure with comprehensive intensity.Between the inner and outer surface layer, form counter-bending and anti-the expansion and strengthened the glass fibre reinforced plastics composite bed of structure alternate intervals, make a kind of anti-expansion winding structure between the structure of two-layer bend resistance, guarantee that effectively anti-structure both sides of expanding are not bent stressed influence and destruction, assurance has stable anti-expansion structure, so can have the ability of higher anti-internal pressure.Equally, the structure of a kind of bend resistance and distortion is between the structure that two-layer anti-expansion is twined, and the structure both sides that effectively guarantee bend resistance do not expanded stressed impact and destruction ensure stable bend resistance structure.So also stablized the stressed ability of anti-Various Complex with regard to having formed to have, particularly formed the ability of stable anti-internal pressure, guaranteed under the stress of Various Complex, also can keep having very high strength capabilities.
Embodiment three, a kind of six layers of glass fiber reinforced plastic manometer tube of the present invention are to invade phenolic resin by carbon fibre reinforcement to constitute the glass fibre reinforced plastics tube wall, and it is characterized in that: glass tube walls is made of six layers of carbon fibre reinforcement structure.Be followed successively by from inside to outside one deck, two layers, three layers, four layers, five layers, six layers, different carbon fibre reinforcement structures is arranged in each layer, consist of together tube wall with phenolic resins.Ground floor and layer 6 are the surfaces externally and internally layers, are carbon fiber felt reinforcing material structure, are to be filled with carbon fiber felt in phenolic resins, such as 80 gram carbon fiber felts.The second layer between the surfaces externally and internally layer is the week and along the carbon fibre reinforcement structure sheaf of tube wall longitudinal extension of arranging, and such as the carbon fibre thread that adopts 1800Tex longitudinal extension in the second layer tube wall, and is circumferentially arranged 100 along the second layer; The 3rd layer is the fibre reinforced materials structure sheaf along the tube wall continuous winding, along the tube wall continuous winding, forms the fibre structure layer of the thick continuous winding of one deck 1.2mm such as the carbon fibre thread that adopts 6400Tex; The 4th layer for arranging week and along the carbon fibre reinforcement structure sheaf of tube wall longitudinal extension, such as the carbon fibre thread that adopts 9600Tex longitudinal extension in the 4th layer of tube wall, and is circumferentially arranged 160 along the 4th layer; Layer 5 is the carbon fibre reinforcement structure sheaf along the tube wall continuous winding, along the tube wall continuous winding, forms the fibre structure layer of the thick continuous winding of one deck 1.4mm such as the glass fiber yarn that adopts 3600Tex; Layer 6 is the week and along the carbon fibre reinforcement structure sheaf of tube wall longitudinal extension of arranging, and such as the carbon fibre thread that adopts 4800Tex longitudinal extension in the layer 6 tube wall, and is circumferentially arranged 260 along layer 6.Continuous smearing release agent outside tubular core mold consists of the fiberglass tube wall continuously by the carbon fibre reinforcement of invading phenolic resins outside scribbling the core of releasing agent earlier.At first outside tubular core mold, clad continuously the carbon fiber felt reinforcing material structure of laying interior surface layers, and invade phenolic resins, form glass tube walls interior surface layers structure.Outside the interior surface layers that forms, elder generation's continuous laying is arranged week and along the carbon fiber wire line structure layer of the extension phenolic resin of tube wall longitudinal extension, the back is twined the carbon fiber wire line structure layer of hanging phenolic resin continuously along tube wall, continuous laying is arranged week and along the carbon fiber wire line structure layer of the extension phenolic resin of tube wall longitudinal extension again, twine the carbon fiber wire line structure layer of hanging phenolic resin continuously along tube wall again, form the alternate intervals composite bed; One deck carbon fiber felt reinforcing material structure is laid in the outer cladding continuously of alternate intervals composite bed, and intrusion phenolic resin, form glass fibre reinforced plastics tube wall outer surface layer structure, carry out continuous sizing and solidifying with being enclosed within the outer heater of glass fibre reinforced plastics tube wall outer surface layer structure, and will solidify the core that the back Glass Steel Tube is extracted tubulose continuously.Having formed thus the surfaces externally and internally layer is impact resistance and the enhancing structure with comprehensive intensity.Between the inner and outer surface layer, form counter-bending and anti-the expansion and strengthened the glass fibre reinforced plastics composite bed of structure alternate intervals, make a kind of anti-expansion winding structure between the structure of two-layer bend resistance, guarantee that effectively anti-structure both sides of expanding are not bent stressed influence and destruction, assurance has stable anti-expansion structure, so can have the ability of higher anti-internal pressure.Equally, the structure of a kind of bend resistance and distortion is between the structure that two-layer anti-expansion is twined, and the structure both sides that effectively guarantee bend resistance do not expanded stressed impact and destruction ensure stable bend resistance structure.So also stablized the stressed ability of anti-Various Complex with regard to having formed to have, particularly formed the ability of stable anti-internal pressure, guaranteed under the stress of Various Complex, also can keep having very high strength capabilities.
Embodiment four, a kind of seven layers of glass fiber reinforced plastic manometer tube of the present invention are to invade unsaturated polyester resin by polyester fibre and fiber glass reinforcement to constitute the glass fibre reinforced plastics tube wall, and it is characterized in that: glass tube walls is made of seven layers of fibre reinforced materials structure.Be followed successively by from inside to outside one deck, two layers, three layers, four layers, five layers, six layers, seven layers, different fibre reinforced materials structures is arranged in each layer, consist of together tube wall with resin.First layer and layer 7 are the inner and outer surface layers, are polyester fibre felt reinforcing material structure, are to be filled with the polyester fibre felt in unsaturated polyester resin, as 40 gram polyester fibre felts.The second layer between the surfaces externally and internally layer is the week and along the fibre reinforced materials structure sheaf of tube wall longitudinal extension of arranging, and such as the glass fiber yarn that adopts 4800Tex longitudinal extension in the second layer tube wall, and is circumferentially arranged 80 along the second layer; The 3rd layer is the fibre reinforced materials structure sheaf along the tube wall continuous weaving, along the tube wall continuous weaving, forms the fibre structure layer of the thick continuous winding of one deck 1.8mm such as the polyester fiber yarn that adopts 2400Tex; The 4th layer for arranging week and along the fibre reinforced materials structure sheaf of tube wall longitudinal extension, such as the glass fiber yarn that adopts 1800Tex longitudinal extension in the 4th layer of tube wall, and is circumferentially arranged 160 along the 4th layer; Layer 5 is the fibre reinforced materials structure sheaf along the tube wall continuous winding, along the tube wall continuous winding, forms the fibre structure layer of one deck 0.9mm continuous winding such as the polyester fiber yarn that adopts 1800Tex; Layer 6 is the week and along the fibre reinforced materials structure sheaf of tube wall longitudinal extension of arranging, and such as the glass fiber yarn that adopts 4800Tex longitudinal extension in the layer 6 tube wall, and is circumferentially arranged 260 along layer 6; Layer 7 is the fibre reinforced materials structure sheaf along the tube wall continuous winding, along the tube wall continuous winding, forms the fibre structure layer of one deck 1.6mm continuous winding such as the polyester fiber yarn that adopts 2400Tex.Continuous smearing release agent outside tubular core mold consists of the fiberglass tube wall continuously by the fibre reinforced materials of invading resin outside scribbling the core of releasing agent earlier.At first outside core, clad continuously the glass mat reinforcing material structure of laying interior surface layers, and invade unsaturated polyester resin, form glass tube walls interior surface layers structure.Outside the interior surface layers that forms, elder generation's continuous laying is arranged week and along the glass fiber line structure layer of the extension unsaturated polyester resin of tube wall longitudinal extension, the rear polyester fiber silk thread structure sheaf of hanging unsaturated polyester resin along the tube wall continuous weaving, continuous laying is arranged week and along the glass fiber line structure layer of the extension unsaturated polyester resin of tube wall longitudinal extension again, hang again the polyester fiber silk thread structure sheaf of unsaturated polyester resin along the tube wall continuous winding, last continuous laying is arranged week and along the glass fiber line structure layer of the extension unsaturated polyester resin of tube wall longitudinal extension, forms the alternate intervals composite bed.One deck polyester fibre felt reinforcing material structure is laid in the outer cladding continuously of alternate intervals composite bed, and intrusion unsaturated polyester resin, form glass fibre reinforced plastics tube wall outer surface layer structure, carry out continuous sizing and solidifying with being enclosed within the outer heater of glass fibre reinforced plastics tube wall outer surface layer structure, and will solidify the core that the back Glass Steel Tube is extracted tubulose continuously.Having formed thus the surfaces externally and internally layer is impact resistance and the enhancing structure with comprehensive intensity.Between the inner and outer surface layer, form counter-bending and anti-the expansion and strengthened the glass fibre reinforced plastics composite bed of structure alternate intervals, make a kind of anti-expansion winding structure between the structure of two-layer bend resistance, guarantee that effectively anti-structure both sides of expanding are not bent stressed influence and destruction, assurance has stable anti-expansion structure, so can have the ability of higher anti-internal pressure.Equally, the structure of a kind of bend resistance and distortion is between the structure that two-layer anti-expansion is twined, and the structure both sides that effectively guarantee bend resistance do not expanded stressed impact and destruction ensure stable bend resistance structure.So also stablized the stressed ability of anti-Various Complex with regard to having formed to have, particularly formed the ability of stable anti-internal pressure, guaranteed under the stress of Various Complex, also can keep having very high strength capabilities.

Claims (3)

1. glass fiber reinforced plastic manometer tube preparation method, continuous smearing release agent outside core, outside scribbling the core of releasing agent, consist of continuously the fiberglass tube wall by the fibre reinforced materials of invading resin and also extract core after the curing, it is characterized in that: outside core, clad continuously the fibrofelt reinforcing material structure of laying interior surface layers, and the intrusion resin, form glass tube walls interior surface layers structure; Outside the interior surface layers that forms, be continuous laying and alternately arranged one round and along the extension resin fibre silk thread structure sheaf of tube wall longitudinal extension with along the extension resin fibre silk thread structure sheaf of tube wall continuous winding or braiding, form the alternate intervals composite bed; Fibrofelt reinforcing material structure is laid in the outer continuously cladding of alternate intervals composite bed, and invades resin, forms glass tube walls outer surface layer structure, carries out sizing and solidifying with being enclosed within the outer heater of glass tube walls outer surface layer structure; Clad continuously the fibrofelt reinforcing material structure of laying interior surface layers, and after invading resin, carrying out continuous shaping preformed with ferrule mold.
2. as the said glass fiber reinforced plastic manometer tube preparation method of claim 1, it is characterized in that:, carry out continuous shaping pre-shaping with ferrule mold in continuous laying alternate intervals composite bed process.
3. glass fiber reinforced plastic manometer tube that glass fiber reinforced plastic manometer tube preparation method as claimed in claim 1 produces, be to invade resin by fibre reinforced materials to constitute the glass fibre reinforced plastics tube wall, it is characterized in that: glass tube walls is made of at least six layers of fibre reinforced materials structure, the inner and outer surface layer is a fibrofelt reinforcing material structure, between the inner and outer surface layer for arrange a week and along the fibre reinforced materials construction layer of tube wall longitudinal extension with twine continuously along tube wall or the fibre reinforced materials construction layer alternate intervals composite bed of braiding.
CN2007100125026A 2007-08-17 2007-08-17 Glass fiber reinforced plastic pressure pipe and preparing method thereof Active CN101328993B (en)

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Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2142912Y (en) * 1992-10-20 1993-09-29 温州市海螺技术研究所 Fiber-reinforced draw-extrude plastic pipe
CN1091505A (en) * 1993-12-25 1994-08-31 刘雄亚 Inorganic compound material pressure pipe and moulding process
CN2248375Y (en) * 1995-10-24 1997-02-26 冯海潮 High-strength epoxy multi-layer tube
CN2462176Y (en) * 2000-12-29 2001-11-28 刘柏桐 Reinforced aluminium-plastic multi-layer composite high pressure pipe material
CN1457973A (en) * 2003-05-30 2003-11-26 北京东方慧辰碳纤维科技有限公司 Fiber reinforced drawn and extruded pipe with woven structure and its preparing method
CN2797817Y (en) * 2005-05-19 2006-07-19 苏州市木易船舶设备有限公司 Glass fiber reinforced plastic tube used for ship
CN201093131Y (en) * 2007-08-17 2008-07-30 大连宇星净水设备有限公司 Glass fibre reinforced plastic pressure tube
CN101368652A (en) * 2007-08-17 2009-02-18 杨兆敏 Glass fiber reinforced plastic manometer tube

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2142912Y (en) * 1992-10-20 1993-09-29 温州市海螺技术研究所 Fiber-reinforced draw-extrude plastic pipe
CN1091505A (en) * 1993-12-25 1994-08-31 刘雄亚 Inorganic compound material pressure pipe and moulding process
CN2248375Y (en) * 1995-10-24 1997-02-26 冯海潮 High-strength epoxy multi-layer tube
CN2462176Y (en) * 2000-12-29 2001-11-28 刘柏桐 Reinforced aluminium-plastic multi-layer composite high pressure pipe material
CN1457973A (en) * 2003-05-30 2003-11-26 北京东方慧辰碳纤维科技有限公司 Fiber reinforced drawn and extruded pipe with woven structure and its preparing method
CN2797817Y (en) * 2005-05-19 2006-07-19 苏州市木易船舶设备有限公司 Glass fiber reinforced plastic tube used for ship
CN201093131Y (en) * 2007-08-17 2008-07-30 大连宇星净水设备有限公司 Glass fibre reinforced plastic pressure tube
CN101368652A (en) * 2007-08-17 2009-02-18 杨兆敏 Glass fiber reinforced plastic manometer tube

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