CN1058329C - Reinforced pressure plastic hose, and joint therefor - Google Patents

Reinforced pressure plastic hose, and joint therefor Download PDF

Info

Publication number
CN1058329C
CN1058329C CN97101527A CN97101527A CN1058329C CN 1058329 C CN1058329 C CN 1058329C CN 97101527 A CN97101527 A CN 97101527A CN 97101527 A CN97101527 A CN 97101527A CN 1058329 C CN1058329 C CN 1058329C
Authority
CN
China
Prior art keywords
wall
pipe
resistant plastic
tube wall
plastic tube
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 - Lifetime
Application number
CN97101527A
Other languages
Chinese (zh)
Other versions
CN1161423A (en
Inventor
张国祥
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.)
Crown Of New Pipe Equipment Development Co Ltd
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 CN97101527A priority Critical patent/CN1058329C/en
Publication of CN1161423A publication Critical patent/CN1161423A/en
Application granted granted Critical
Publication of CN1058329C publication Critical patent/CN1058329C/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Landscapes

  • Rigid Pipes And Flexible Pipes (AREA)

Abstract

The present invention relates to a reinforced pressure-resistant plastic pipe and a pipe joint. The annular rib material of the existing reinforced pressure-resistant plastic pipe is arranged on the outer wall of the pipe or at the middle part of the inner wall. The annular rib material of the present invention is arranged in the part adjacent to the outer wall or the inner wall in the pipe wall of the pipe or the pipe joint; thus, the inertia moment of the pipe and the pipe joint is enhanced. Consequently, the present invention can decrease wall thickness, save materials and reduce cost under the preconditions that the pipe diameters are the same and the same outer rigidity and the internal pressure science performance resistance are satisfied. The reinforced pressure-resistant plastic pipe and the pipe joint adopting the structure of the present invention can save materials by 20 to 40%, and can obtain obvious economic benefits when especially used for plastics pipes with large pipe diameter and pipe joints.

Description

Ribbed pressure-resistant plastic tube and tubular union
The invention belongs to a kind of plastic tube and pipe connecting member of plastics material, comprise the plastic tube and the tubular union of the fibre reinforced plastic tube material and the tubular union, particularly big caliber of glass fibre reinforced plastics class.
In order to improve the intensity of plastic tube, have in the prior art in the wall of tubing or the scheme of reinforcement on the outer wall, the disclosed technology of ZL93100742.9 is to establish hoop muscle material at the plastic tube outer wall, in order to outer rigidity and the anti-interior pressure energy power that improves tubing, under identical caliber and load performance, reduce wall thickness, save material; The disclosed technology of ZL94209612.6 is to establish netted tubular muscle material skeleton at half position (being intermediate portion in the tube wall) of pipe internal diameter and pipe outer diameter sum, this scheme also helps to improve the mechanical strength of tubing, but they also exist when pipe diameter increases, in order to satisfy outer rigidity and anti-internal pressure requirement, tube wall thickness increases thereupon, the deficiency that cost is higher.
The present invention aim to provide a kind of satisfy identical outside rigidity and anti-under the prerequisite of pressure request, can further reduce the tube wall materials, ribbed pressure-resistant plastic tube that reduces cost and pipe connecting member of plastics material.
The technological scheme that realizes above-mentioned purpose is: the present invention is provided with the hoop muscle that intensity and Young's modulus are significantly higher than the tube wall material in the tubular wall of plastic tube, it is characterized in that this hoop muscle has at least one deck to be provided in a side of to press close to the position of tube wall outer wall or internal face.
Pipe connecting member of plastics material is also adopted scheme same as described above, promptly in the tubular wall of pipe connecting member of plastics material, be provided with the hoop muscle that intensity and Young's modulus are significantly higher than the tube wall material, it is characterized in that this hoop muscle has at least one deck to be provided in a side of to press close to the position of tube wall outer wall or internal face.
The ring muscle can strengthen moment of inertia, for example: to the high-density polyethylene plastics tubing of 10mm wall thickness more the closer to outer wall or internal face, with diameter is that the steel wire of 2mm is when making spirality hoop muscle, if the ring muscle is by the described tube wall intermediate portion that is located at of prior art, during longitudinal pitch 5mm, moment of inertia is 124.4mm 4And if respectively establish one deck spirality hoop muscle at tube wall near the position of outer wall and internal face by one of conception plans of the present invention; longitudinal pitch is 10mm; when (the muscle material keeps the 1mm spacing with outer pipe wall face and internal face separately and makes protective layer), moment of inertia then is 1602.4mm to two-layer hoop muscle radial center apart from 6mm 4Be the former 12.9 times; press performance identical in the two is anti-; the latter's moment of inertia has then improved tens times than the former; improved outer rigidity greatly; so under the condition that can satisfy tubing or tubular union outer wall surface or inner wall surface work ring tendon protective layer, should make as far as possible close outer wall of hoop muscle material or inwall wall in the wall.
The present invention can same caliber, satisfy identical outside under the prerequisite of rigidity and anti-internal pressure performance requirement, further reduce the pipe thickness of tubing or tubular union, obtain the effect of saving materials, reducing cost.During greater than the major diameter plastic tube of 200mm and tubular union, can obtain tangible economic benefit especially for diameter, generally can save tubing materials 20-40%.
Description of drawings
Fig. 1, the embodiment of the invention 1 pipe structure schematic representation
1-plastic tube wall 2-hoop muscle 3-tube chamber Φ-caliber
Fig. 2, the embodiment of the invention 2 pipe structure schematic representation
4-hoop muscle 5-indulges muscle
Fig. 3, the embodiment of the invention 3 pipe structure schematic representation
The 6-cavity
Fig. 4, the embodiment of the invention 4 pipe structure schematic representation
The 7-packing
Fig. 5-embodiment of the invention 5 pipe structure schematic representation
The hollow special-shaped section bar of 8-
Fig. 6, the embodiment of the invention 6 pipe structure schematic representation
Fig. 7, the embodiment of the invention 7 tubular union structural representations
9-tubular union 10-tubing
Embodiment 1 (referring to Fig. 1)
This example is pressed close to outer wall in tube wall position is provided with spirality hoop muscle 2, and concerning bearing the pipe internal pressure, the supporting role of ring muscle to tube wall more can be brought into play reliably than being located near the position of inwall in the position that the ring muscle is located at close outer wall.
Embodiment 2 (referring to Fig. 2)
This example is pressed close to outer wall in tube wall position is provided with spirality hoop muscle 2, is provided with spirality hoop muscle 4 at the position of pressing close to inwall.This example also is provided with longitudinal rib 5 simultaneously, if longitudinal rib can reduce the longitudinal deformation of tubing, also can improve the mechanical strength of tubing axially loaded, needs bear the situation of larger axis to power in some use or course of working to adapt to, and further reach the purpose of saving material.
Embodiment 3 (referring to Fig. 3)
This example is pressed close to outer wall in tube wall position is provided with spirality hoop muscle 2, and the middle part also is provided with spirality hoop cavity 6 in the tube wall, and this hoop cavity can reduce cost satisfying the further materials that reduce under same diameter, moment of inertia, the mechanical property prerequisite.
This example adopts hot winding shaping process to make, and can form spirality hoop cavity in winding process.
Embodiment 4 (referring to Fig. 4)
This example is pressed close to outer wall and all is provided with spirality hoop muscle material with the position of pressing close to inwall in tube wall, the middle part is provided with spirality hoop cavity 6 in tube wall, and cheap packing 7 is arranged in the cavity.
By packing 7 is set, work in-process can form the cavity different with pipe wall material to this example in course of working.Packing price in the cavity is far below tubing, so can save the tubing materials.
This example is that diameter is 1.9 meters a glass fibre reinforced plastics plastic tube, press 0.6MPa in anti-, outer rigidity 5000Pa is owing to adopted structure of the present invention, make it to reduce 1/3rd than the tubing materials of existing same diameter and performance, price can be by 4500 yuan/meter of the 7600 yuan/Mi Jiangzhi that has tubing.
Embodiment 5 (referring to Fig. 5)
This example position near outer wall in tube wall is provided with the hoop muscle, and the middle part is provided with the hoop cavity 6 of making skeleton with hollow special-shaped section bar 8 in tube wall.It is the rectangular or the square of circular arc that the cross section of special-shaped section bar is four jiaos.
Cavity cross section can be circular, also four jiaos be the rectangular of circular arc or foursquare, the latter is more conducive to tubing than the former and reduces wall thickness, the saving materials.
Embodiment 6 (referring to Fig. 6)
This example is pressed close to outer wall and all is provided with spirality hoop muscle material with the position of pressing close to inwall in tube wall, the middle part is provided with two-layer spirality hoop cavity in tube wall.This structure is particularly useful for large diameter tubing, as Glass Steel Tube.
Embodiment 7
This example is a tubular union.The position of pressing close to outer wall in tubular union 9 tubular wall is provided with spirality hoop muscle 2, for improving its longitudinal load-bearing ability, also is provided with vertical muscle 5.

Claims (8)

1, ribbed pressure-resistant plastic tube is provided with the hoop muscle that intensity and Young's modulus are significantly higher than the tube wall material in the tubular wall of tubing, it is characterized in that: described hoop muscle has at least one deck to be provided in a side of to press close to the position of tube wall outer wall or internal face.
2, ribbed pressure-resistant plastic tube according to claim 1 is characterized in that: press close to tube wall outer wall and internal face the position one deck spirality hoop muscle respectively is set.
3, ribbed pressure-resistant plastic tube according to claim 1 and 2 is characterized in that: the middle part also is provided with hoop cavity (6) in described tube wall.
4, ribbed pressure-resistant plastic tube according to claim 3 is characterized in that: it is the rectangular or the square of circular arc that the cross section of described hoop cavity (6) is four jiaos.
5, ribbed pressure-resistant plastic tube according to claim 1 and 2 is characterized in that: also be provided with longitudinal rib (5) in described tube wall.
6, ribbed pressure-resistant plastic tube according to claim 3 is characterized in that: also be provided with longitudinal rib (5) in described tube wall.
7, ribbed pressure-resistant plastic tube according to claim 4 is characterized in that: also be provided with longitudinal rib (5) in described tube wall.
8, ribbed pressure-resistant plastic tube link, be provided with the hoop muscle that intensity and Young's modulus are significantly higher than the tube wall material in the tubular wall of tubular union, it is characterized in that: described hoop muscle has at least one deck to be provided in a side of to press close to the position of tube wall outer wall or internal face.
CN97101527A 1997-01-23 1997-01-23 Reinforced pressure plastic hose, and joint therefor Expired - Lifetime CN1058329C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN97101527A CN1058329C (en) 1997-01-23 1997-01-23 Reinforced pressure plastic hose, and joint therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN97101527A CN1058329C (en) 1997-01-23 1997-01-23 Reinforced pressure plastic hose, and joint therefor

Publications (2)

Publication Number Publication Date
CN1161423A CN1161423A (en) 1997-10-08
CN1058329C true CN1058329C (en) 2000-11-08

Family

ID=5165801

Family Applications (1)

Application Number Title Priority Date Filing Date
CN97101527A Expired - Lifetime CN1058329C (en) 1997-01-23 1997-01-23 Reinforced pressure plastic hose, and joint therefor

Country Status (1)

Country Link
CN (1) CN1058329C (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU929951A1 (en) * 1978-08-31 1982-05-23 за вители r-;).v-,v.,., | -.. -..- /-;, . Фишбейн и Л. Л. Стр| Ковский GME:,|f;:n-,,.-. Pipe
EP0362919A2 (en) * 1988-09-16 1990-04-11 Wavin B.V. Extruded radially stretched plastic pipe and procedure for manufacturing such a pipe
EP0403686A1 (en) * 1989-06-15 1990-12-27 Otto Chlupsa Pipe, especially for a transverse shaft, expanding shaft or the like
EP0726134A1 (en) * 1995-02-13 1996-08-14 Wilhelm Hegler Method and apparatus for producing a thermoplastic multi layer pipe, especially from polyolefin
WO1996026380A1 (en) * 1995-02-22 1996-08-29 Alexei Petrovich Osipov Metal-plastic pipeline and a method of producing the said pipeline

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU929951A1 (en) * 1978-08-31 1982-05-23 за вители r-;).v-,v.,., | -.. -..- /-;, . Фишбейн и Л. Л. Стр| Ковский GME:,|f;:n-,,.-. Pipe
EP0362919A2 (en) * 1988-09-16 1990-04-11 Wavin B.V. Extruded radially stretched plastic pipe and procedure for manufacturing such a pipe
EP0403686A1 (en) * 1989-06-15 1990-12-27 Otto Chlupsa Pipe, especially for a transverse shaft, expanding shaft or the like
EP0726134A1 (en) * 1995-02-13 1996-08-14 Wilhelm Hegler Method and apparatus for producing a thermoplastic multi layer pipe, especially from polyolefin
WO1996026380A1 (en) * 1995-02-22 1996-08-29 Alexei Petrovich Osipov Metal-plastic pipeline and a method of producing the said pipeline

Also Published As

Publication number Publication date
CN1161423A (en) 1997-10-08

Similar Documents

Publication Publication Date Title
CN1058329C (en) Reinforced pressure plastic hose, and joint therefor
CN2278826Y (en) Ribbed pressure-resistant plastic pipe and pipe connector
CN108407345B (en) Twisted steel reinforced polypropylene corrugated pipe and manufacturing method thereof
CN210684502U (en) Thick-wall glass fiber reinforced plastic corrugated pipe for culvert channel
CN212745423U (en) HDPE inside lining glass fiber net vertical steel reinforcing winding pipe
CN214532058U (en) Steel pipe component reinforcing member
CN211421583U (en) Thick-wall glass fiber reinforced plastic corrugated plate with connecting flanges on periphery
CN200979039Y (en) Plastic section bar spirally winding pipe
CN216423508U (en) Welding installation equipment for RTP composite pressure pipe
CN2187248Y (en) tube body
CN2557784Y (en) High-strength corrosion-resistant, wearing-resistant pipe line
CN212737063U (en) Automatic flaring device of plastic tubing
CN213745466U (en) Withstand voltage wear-resisting HDPE reinforcing winding pipe
CN200968449Y (en) Glass fiber reinforced steel sand inclusion pipe and jacking pipe with axial direction fiber
CN2314138Y (en) Mechanical joint for deformed steel bar with ribs
CN2044310U (en) Wrapped cement pressur pipe with antiseep layer
CN2529055Y (en) Reinforced composite plastic pipeline with metal frame
CN1287238A (en) High-strength composite plastic pipe of stretched and oriented polymer and with hollow reinforced structure in wall
CN2886282Y (en) Pipe fitting with branch
CN110629930A (en) Thick-wall glass fiber reinforced plastic corrugated plate with connecting flanges on periphery and splicing method thereof
CN110629686A (en) Thick-wall glass fiber reinforced plastic corrugated pipe for culvert channel and construction method thereof
CN222351651U (en) A high-strength impact-resistant stainless steel seamless pipe
CN2509415Y (en) Large diameter metal plastic composite pipe
CN221548003U (en) Steel wire mesh skeleton pipe
CN219633636U (en) Tank body and reinforcing ring assembling tool

Legal Events

Date Code Title Description
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C06 Publication
PB01 Publication
C14 Grant of patent or utility model
GR01 Patent grant
C56 Change in the name or address of the patentee

Owner name: ZHONGGUAN NEW TYPE TIBE MATERIAL EQUIPMENT DEVELOP

Free format text: FORMER NAME: ZHANG GUOXIANG

CP03 Change of name, title or address

Address after: Beijing city Xuanwu District South Pavilion No. 10 Building 2 layer foundation

Patentee after: The crown of new pipe equipment Development Co Ltd

Address before: No. four, Lane 112, Taoyuan Road, Taoyuan Road, Shanxi, Taiyuan

Patentee before: Zhang Guoxiang

C57 Notification of unclear or unknown address
DD01 Delivery of document by public notice

Addressee: Cai Yuerui

Document name: Notification of Passing Examination on Formalities

CX01 Expiry of patent term

Granted publication date: 20001108

EXPY Termination of patent right or utility model