CN202065558U - Glass fiber reinforced plastic ribbed sand inclusion pipe - Google Patents

Glass fiber reinforced plastic ribbed sand inclusion pipe Download PDF

Info

Publication number
CN202065558U
CN202065558U CN2011200680581U CN201120068058U CN202065558U CN 202065558 U CN202065558 U CN 202065558U CN 2011200680581 U CN2011200680581 U CN 2011200680581U CN 201120068058 U CN201120068058 U CN 201120068058U CN 202065558 U CN202065558 U CN 202065558U
Authority
CN
China
Prior art keywords
sand
burning
protective layer
glass fiber
pipe
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.)
Expired - Fee Related
Application number
CN2011200680581U
Other languages
Chinese (zh)
Inventor
杨金连
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN2011200680581U priority Critical patent/CN202065558U/en
Application granted granted Critical
Publication of CN202065558U publication Critical patent/CN202065558U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Rigid Pipes And Flexible Pipes (AREA)

Abstract

A glass fiber reinforced plastic ribbed sand pipe comprises a plastic ribbed lining layer, a sand inclusion enhanced protection layer and an externally-wound protection layer from the outside to the inside. The sand inclusion enhanced protection layer is wound on the plastic ribbed lining layer, the externally-wound protection layer is wound on the sand inclusion enhanced protection layer, and the plastic ribbed lining layer is made of a plastic band material with front side smooth and the reverse side provided with ribs. The design structure of the glass fiber reinforced plastic ribbed sand pipe is that the lining is enhanced densely, the middle is reinforced, and glass fiber on the surface is wound evenly and repeatedly in a shape of a net. Therefore, inside-and-outside bonding force is greatly enhanced. The glass fiber reinforced plastic ribbed sand pipe has good corrosion-resistant performance, abrasion-resistant performance and rough elasticity, and is especially suitable for large-bore rain sewage pipelines buried deep underground in urban construction.

Description

Glass fibre reinforced plastics reinforcement burning into sand pipe
Technical field
The utility model relates to a kind of municipal blow-off line, is specially adapted to municipal heavy caliber draining, blow-off line.
Background technique
Municipal now used blow-off line, small-bore most employing pvc pipe, the PE pipe, the PP pipe, above-mentioned plastic pipe because of its cost of raw material at the bottom of, make simple and be widely adopted, but pvc pipe, the PE pipe, the PP pipe is when making large diameter pipeline, because of die head and chain type revolution mould and whole unit all quite huge, require high to die head and installation precision, and transmission system and control system are also very complicated, apparatus expensive, also the wall thickness that increases because the bore of plastic tube is big causes mobile difference and can not guarantee its stability and ring stiffness, is that the above one-time formed plastic tube of 600mm is difficult to realize so make internal diameter.
Heavy caliber draining, the blow-off line of present domestic use adopt traditional concrete pipe and glass reinforced plastic sand pipe substantially, traditional concrete pipe is because of doing concrete floor when the engineering comb, and arranged and can not rapid construction quite long curing time, special when the road comb in city, the road that has is narrow, sometimes also to have a strong impact on construction speed while being open to traffic, constructing.The concrete plug Heavy Weight has seriously increased the difficulty of constructing again.Consider above shortcoming, so when urban road is reconstructed, design the glass reinforced plastic sand pipe that adopts high-strength light, need not do the basis mostly.But the glass reinforced plastic sand pipe cost is than higher.In addition, after having promoted the use of a period of time, the liner of finding glass reinforced plastic sand pipe is through long-term a large amount of current scour, and obvious layering appears in tube wall, and phenomenons such as tensile fiber destroys, comes off, fracture have been brought huge hidden danger to safety.
The model utility content
The purpose of this utility model is to provide a kind of glass fibre reinforced plastics reinforcement burning into sand pipe, and to solve tubing Heavy Weight in the prior art, difficulty of construction is big, the technical problem that the heavy caliber pipe cost is high.
A kind of manufacture method of glass fibre reinforced plastics reinforcement burning into sand pipe may further comprise the steps:
(1) plastic raw material is made the plastic strap of positive smooth, reverse side band muscle, described plastic strap forward is towards preset die, twines at least one circle along the external diameter of described mould, forms plastics reinforcement inside liner;
(2) by behind unsaturated polyester resin or epoxy resin and the silica sand premix, be spirally wound at least one circle on the plastics reinforcement inside liner, form burning into sand and strengthen protective layer by the pocket emery cloth;
(3) soak into unsaturated polyester resin or epoxy resin with glass fiber and be wrapped in burning into sand and strengthen the outer at least one circle of protective layer, form winding protective layer;
(4) curing, finishing, the demoulding form glass fibre reinforced plastics reinforcement burning into sand pipe.
Preferably, the both sides of plastic strap have tongue joint described in the step (1), and when the external diameter along mould twined, band was finished self-locking by the described tongue joint that both sides have.
Making method of the present utility model also comprises the joint socket step is set:
One end of described pipeline, outer winding protective layer directly is wrapped on the mould bellmouth by intersecting to twine, and winding plastic reinforcement inside liner, burning into sand do not strengthen protective layer on the mould bellmouth.
At the other end of pipeline, outer winding protective layer is wrapped in burning into sand and strengthens protective layer, and burning into sand strengthens protective layer and is wrapped on the plastics reinforcement inside liner, repairs socket by finishing at last.
And, the length of bellmouth and the same length of socket.
A kind of glass fibre reinforced plastics reinforcement burning into sand pipe; comprise plastics reinforcement inside liner from the inside to the outside successively; burning into sand strengthens protective layer and outer winding protective layer; described burning into sand enhancing protective layer twines and is located on the described plastics reinforcement inside liner; described outer winding protective layer twines and is located on the described burning into sand enhancing protective layer; described plastics reinforcement inside liner is smooth by the front; the plastic strap of reverse side band muscle is formed; it is to be made by unsaturated polyester resin or epoxy resin and silica sand premix that burning into sand strengthens protective layer, and described outer winding protective layer is to soak into unsaturated polyester resin or epoxy resin is made by glass fiber.
The both sides of described plastic strap have the tongue joint of self-locking mutually.
Project organization of the present utility model adopts liner to strengthen fine and close, middle reinforcing, the evenly netted repeatedly winding of Outside surface glass fiber, make combination of inner and outside power strengthen greatly, the characteristics of good antiseptic property, wear resistance, tough good springiness are specially adapted to buried underground heavy caliber rain sewage conduct in the urban construction.
Description of drawings
Figure 1A to Fig. 1 C is respectively the step of manufacturing pipeline cut-away view of glass fibre reinforced plastics reinforcement burning into sand pipe.
Fig. 2 is the amplification principle cut-away view of the utility model glass fibre reinforced plastics reinforcement burning into sand pipe.
Embodiment
See also Figure 1A to Fig. 1 C and Fig. 2, the glass fibre reinforced plastics reinforcement burning into sand pipe that the utility model proposes is made up of plastics reinforcement liner 1 and burning into sand enhancing protective layer 2, outer winding protective layer.Described plastics reinforcement liner is to adopt PVC; raw material such as PE or PP is made the band of reinforced bands snap close by extruder; twine by mould then; form the plastics reinforcement liner of pipeline; after plastics reinforcement liner is finished; after using 20 ~ 80 purpose silica sands and unsaturated polyester resin or epoxy resin prepolymer with pocket emery cloth parcel; be spirally wound on the plastics reinforcement liner; form burning into sand and strengthen protective layer; glass fibre with impregnated with resin twines the outer winding protective layer of formation by spiral then; in the fixed length winding process, twine joint socket simultaneously; by normal temperature cure or infrared ray cured, solidify the back finishing; the demoulding promptly forms glass fibre reinforced plastics reinforcement burning into sand pipe.
Preparation process of the present utility model is roughly:
A1 plastics reinforcement described in the utility model inside liner (Figure 1A) is the band that is made into wide 15cm ~ 25cm two sideband tongue joints (forming snap close during coiling), one-sided smooth, the middle reinforcement of one side by raw materials such as PVC, PE or PP by common extruder, the width that band is made is decided according to the size design of tubing bore, and the height of middle reinforcement and width are decided according to the ring stiffness design of tubing.Smooth one side is close to mould after twining, directly as inwall of the present utility model, the one side of reinforcement is outside after twining, directly as stiffening rib, so both guaranteed the smooth of inside liner, water flow is good, Keep away from rain sewage does not wash away for a long time and destroys inwall again, promptly strengthen the ring stiffness of pipeline, reduced the consumption of back two procedures resin and glass fibre again, saved cost.
After band is made and is finished; directly twine by spiral by Stetch Wrapping Machine; band is wrapped on punching block or the fiber reinforced plastic mold; nip roll during winding on the Stetch Wrapping Machine is pushed down band both sides tongue joint by its self-locking; surperficial felt with impregnated with resin is pressed on the snap close joint of both sides simultaneously; it is bonded together firmly, guarantee behind the resin solidification that the liner joint is water-tight, form the closely knit inside liner (Figure 1B) of pipeline.
A2: burning into sand of the present utility model strengthens the size that protective layer 2 can be regulated the burning into sand amount according to pipe ring rigidity; the material that burning into sand strengthens protective layer is that 20 ~ 80 purpose silica sands and unsaturated polyester resin or epoxy resin carry out premix, catches with the pocket emery cloth then and then twines (Fig. 1 C) by Stetch Wrapping Machine.
The intersection of outer winding protective layer of the present utility model is twined and one deck can be respectively twined in the hoop winding, also can twine multilayer, according to the hoop tensile strength and the axial tensile strength decision of different tube diameters.
Pipeline of the present utility model twines bellmouth, socket simultaneously in the processing of fixed length pipeline, be convenient to being connected of pipeline and pipeline.(Fig. 2) end of described pipeline, outer winding protective layer directly is wrapped on the mould bellmouth by intersecting to twine, and winding plastic reinforcement inside liner, burning into sand do not strengthen protective layer on the mould bellmouth.
At the other end of pipeline, outer winding protective layer is wrapped in burning into sand and strengthens protective layer, and burning into sand strengthens protective layer and is wrapped on the plastics reinforcement inside liner, repairs socket by finishing at last.
And, the length of bellmouth and the same length of socket.So that bellmouth, socket can supportingly use.
Project organization of the present utility model adopts liner to strengthen fine and close, middle reinforcing, the evenly netted repeatedly winding of Outside surface glass fiber, make combination of inner and outside power strengthen greatly, the characteristics of good antiseptic property, wear resistance, tough good springiness are specially adapted to buried underground heavy caliber rain sewage conduct in the urban construction.
Used resin, the glass fiber yarn of glass fibre reinforced plastics reinforcement burning into sand pipe of the present utility model can be carried out by reference standard GB/T21238-2007 " glass fiber reinforced plastic burning into sand pipe ".
The manufacturing equipment that the utility model uses is the common plastic extruder and the Wiring apparatus production line of glass reinforced plastic sand pipe.
A kind of glass fibre reinforced plastics reinforcement burning into sand pipe; comprise plastics reinforcement inside liner from the inside to the outside successively; burning into sand strengthens protective layer and outer winding protective layer; described burning into sand enhancing protective layer twines and is located on the described plastics reinforcement inside liner; described outer winding protective layer twines and is located on the described burning into sand enhancing protective layer; described plastics reinforcement inside liner is smooth by the front; the plastic strap of reverse side band muscle is formed; it is to be made by unsaturated polyester resin or epoxy resin and silica sand premix that burning into sand strengthens protective layer, and described outer winding protective layer is to soak into unsaturated polyester resin or epoxy resin is made by glass fiber.The both sides of described plastic strap have the tongue joint of self-locking mutually.
More than disclosed only be preferred embodiment of the present utility model; but be not to be used for limiting itself, anyly have the knack of those skilled in the art, under the situation of the utility model spirit; can think of variation, all should drop in the protection domain of the present utility model.

Claims (2)

1. glass fibre reinforced plastics reinforcement burning into sand pipe; it is characterized in that; comprise successively that from the inside to the outside plastics reinforcement inside liner, burning into sand strengthen protective layer and outer winding protective layer; described burning into sand enhancing protective layer twines and is located on the described plastics reinforcement inside liner; described outer winding protective layer twines and is located on the burning into sand enhancing protective layer, and described plastics reinforcement inside liner plastic strap smooth by the front, reverse side band muscle is formed.
2. glass fibre reinforced plastics reinforcement burning into sand pipe as claimed in claim 1 is characterized in that, the both sides of described plastic strap have the tongue joint of self-locking mutually.
CN2011200680581U 2011-03-16 2011-03-16 Glass fiber reinforced plastic ribbed sand inclusion pipe Expired - Fee Related CN202065558U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011200680581U CN202065558U (en) 2011-03-16 2011-03-16 Glass fiber reinforced plastic ribbed sand inclusion pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011200680581U CN202065558U (en) 2011-03-16 2011-03-16 Glass fiber reinforced plastic ribbed sand inclusion pipe

Publications (1)

Publication Number Publication Date
CN202065558U true CN202065558U (en) 2011-12-07

Family

ID=45059420

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011200680581U Expired - Fee Related CN202065558U (en) 2011-03-16 2011-03-16 Glass fiber reinforced plastic ribbed sand inclusion pipe

Country Status (1)

Country Link
CN (1) CN202065558U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111169046A (en) * 2020-01-10 2020-05-19 安徽中企新材料有限公司 Fiber pultrusion weaving and winding pipeline composite material and production process thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111169046A (en) * 2020-01-10 2020-05-19 安徽中企新材料有限公司 Fiber pultrusion weaving and winding pipeline composite material and production process thereof
CN111169046B (en) * 2020-01-10 2022-10-04 安徽中企新材料有限公司 Fiber pultrusion weaving and winding pipeline composite material and production process thereof

Similar Documents

Publication Publication Date Title
CN102218837B (en) Glass reinforced plastic ribbed sand-included tube and manufacture method thereof
RU2650008C2 (en) Thermo-efficient composite bamboo-sand tube of high pressure
CN102777708B (en) Fiber-woven pultrusion pipeline and production method
CN101832430A (en) Glass-steel reinforced plastic pipe and manufacturing method thereof
CN100581794C (en) Preparation method for on-line pulling and extruding glass steel tube with multilayer annular weaving structure
CN102052524A (en) Prestressed concrete glass reinforced plastic composite pipe and preparation method thereof
CN103557376A (en) Continuous large-caliber woven fiber reinforced thermoset pultrusion pipeline and production method
CN101565989B (en) Method for coaxially connecting FRP reinforcements by FRP connecting pipe and expansive cement
CN101119042A (en) Fiberglass insulating tube with multi-layer ring shaped braiding structure
CN205136860U (en) Compound pipe of plastic steel strengthening rib polyethylene
CN101498390A (en) Glass fibre reinforced plastic and prestress steel cylinder concrete composite pipes and manufacturing process thereof
CN102810829B (en) A kind of preparation method of steel-plastic composite cable duct
CN201621382U (en) Prestressed concrete and glass fiber reinforced plastic composite jack pipe
CN204967202U (en) Fibre strengthening thermoset plastics and thermoplastic composite cable pipe
CN202065558U (en) Glass fiber reinforced plastic ribbed sand inclusion pipe
CN201373182Y (en) Jacking pipe compounded by glass fibre reinforced plastic and pre-stressed steel cylinder concrete
CN103411040A (en) Method for manufacturing glass fiber reinforced plastic composite pipe mixed with carbon fibers
CN109027446B (en) Hot-melt winding corrugated pipe of thermoplastic continuous fiber prepreg braided rope and manufacturing equipment thereof
CN201621381U (en) Prestressed concrete and glass fiber reinforced plastic composite pipe
CN101462363B (en) Method for manufacturing tube joint and manufacturing product thereof
CN202852223U (en) Steel bar reinforced glass fiber reinforced plastic composite tube
CN202056429U (en) Enhanced polymer winding composite pipe
CN202561278U (en) Glass reinforced plastic reinforced pipe relating to continuous tensile braiding molding
CN102797917B (en) Pressure pipe wound by polyethylene sandwich reinforcement rib plate strips in reciprocating manner and machining method
CN205155373U (en) Cover and mould area reinforcing cavity wall winding pipe

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20111207

Termination date: 20120316