CN205877455U - Prestressing force steel cylinder concrete pipe - Google Patents

Prestressing force steel cylinder concrete pipe Download PDF

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Publication number
CN205877455U
CN205877455U CN201620587673.6U CN201620587673U CN205877455U CN 205877455 U CN205877455 U CN 205877455U CN 201620587673 U CN201620587673 U CN 201620587673U CN 205877455 U CN205877455 U CN 205877455U
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CN
China
Prior art keywords
concrete
steel
pipe
socket
core
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
CN201620587673.6U
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Chinese (zh)
Inventor
荣学良
李天鹏
丁志国
唐仲伦
肖杨
丁宇
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.)
Chuxiong Yunnan Henderson Pipeline Industry Co Ltd
Original Assignee
Chuxiong Yunnan Henderson Pipeline Industry 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 Chuxiong Yunnan Henderson Pipeline Industry Co Ltd filed Critical Chuxiong Yunnan Henderson Pipeline Industry Co Ltd
Priority to CN201620587673.6U priority Critical patent/CN205877455U/en
Application granted granted Critical
Publication of CN205877455U publication Critical patent/CN205877455U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a prestressing force steel cylinder concrete pipe, it includes the cement pipe core and wraps up in the stress wire of cement pipe core outer fringe, and the one end of cement pipe core is the socket end, and the other end of cement pipe core is the female end, cement pipe in -core wall is provided with the steel cylinder, the steel cylinder inner wall is provided with the inlayer concrete, the socket end is provided with the socket steel loop, the female end is provided with the bellmouth steel loop, the stress wire outer fringe is provided with the protective layer, cement pipe in -core portion still is provided with the steel skeleton, and socket steel loop and bellmouth steel loop all weld on the steel cylinder, the outer fringe tip of protective layer is provided with the strengthening rib. The utility model discloses an aim at providing enough life who effectively prolongs prestressing force steel cylinder concrete pipe, be applicable to the higher occasion of operating pressure, eliminate the fissured prestressing force steel cylinder concrete pipe of prestressing force steel cylinder concrete pipe internal surface.

Description

A kind of Prestressed concrete cylinder pipe
Technical field
This utility model belongs to equipment for liquid transportation technical field, is specifically related to a kind of Prestressed concrete cylinder pipe.
Background technology
At present, Prestressed concrete cylinder pipe (is called for short PCCP), is a kind of novel rigid pressure tubing.It is with steel The strong concrete tube core of cylinder is wound around compressor wire, sprays with cement mortar protective course, use steel bell and spigot steel loop and with Steel cylinder is welded into one, and the fluted O-ring seal of bell and spigot band defines the flexible joint of slidingtype cushion rubber, be steel plate, concrete, High tensile steel wire and the composite construction of cement mortar different materials composition, have steel and the respective characteristic of concrete.Prestress steel Cylinder pipe of concrete has and bears that interior external pressure is high, joint tighness is good, shock resistance is strong, it is convenient and swift to execute, antiseptic property good, ties up Protect the characteristics such as convenient, paid close attention to by engineering circles, be mainly used in long distance water transfer main line, pressure inverted-siphon, urban water supply engineering, Pressure water conveyer pipeline, electric power plant circulating water engineering pipeline, pressure blowdown main etc..Compared with conventional tubing, have applied widely, The advantages such as economic life length, anti-seismic performance are good, easy for installation, it is low to run expenditure, the most water-tight.Prestressed concrete cylinder pipe Two kinds can be divided into: a kind of is lined Prestressed concrete cylinder pipe (PCCPL), i.e. in steel cylinder inwall molding from structural shape Concrete, is directly wound around ring orientation prestress steel wire outside steel cylinder, then gunite protective layer and the pipeline made;One Planting is embed-type Prestressed concrete cylinder pipe (PCCPE), is to be embedded in by steel cylinder inside tube core concrete, then mixes at tube core It is wound around gunite protective layer after ring orientation prestress steel wire on solidifying soil outer wall.
In recent years, joint sealing performance was good, rigidity owing to having for embed-type Prestressed concrete cylinder pipe (PCCPE) Greatly, decay resistance is strong and the feature such as structural safety, obtains emphasis application at home in emphasis diversion works.But it is embed-type pre- Stress cylinder concrete pipe (PCCPE) twines silk etc. owing to producing with the handling in transportation, the drying shrinkage of tube core concrete, pipe Reason, causes inwall local to produce tension, hoop crack easily occurs in especially near socket end 300mm of its inwall, although Take crack in these and sometimes can not keep away rabbit, also the safe handling of pipeline will not be produced big impact, but often make life Produce enterprise and feel more worried, because their client is mostly reluctant to fall the fact that there is crack, because of inwall crack by by its product Embed-type Prestressed concrete cylinder pipe (PCCPE) the quality dispute produced is of common occurrence in practical engineering application.
Utility model content
For above-mentioned weak point of the prior art, the purpose of this utility model is intended to provide one enough effectively prolongations In the service life of Prestressed concrete cylinder pipe, it is adaptable to the occasion that operating pressure is higher, eliminate Prestressed concrete cylinder pipe The Prestressed concrete cylinder pipe in inner surface crack.
In order to solve above-mentioned technical problem, this utility model is achieved through the following technical solutions: a kind of prestress steel Cylinder pipe of concrete, it includes concrete tube core and is wrapped in the stress wire of concrete tube core outer rim, the one of concrete tube core End is socket end, and the other end of concrete tube core is female end, and described pipe of concrete in-core wall is provided with steel cylinder, in described steel cylinder Wall is provided with interior layer concrete, and described socket end is provided with socket steel ring, and described female end is provided with bellmouth steel loop, described stress Steel wire outer rim is provided with protective layer;Described pipe of concrete core inner is additionally provided with steel skeleton, socket steel ring and bellmouth steel loop and all welds Being connected on steel cylinder, the outer rim end of described protective layer is provided with reinforcement.
Preferably, described socket steel ring being provided with mounting groove and pressure testing hole, described pressure testing hole is arranged at adjacent two Between described mounting groove, described mounting groove and pressure testing hole may be contained within the working end of socket steel ring.
Preferably, the outer rim of described stress wire contacts with each other.
Preferably, described concrete tube core being additionally provided with stress wire anchoring piece, described stress wire anchoring piece is pre- It is embedded in the outer rim of concrete tube core end.
Being disposed to of steel skeleton avoids the inner surface of Prestressed concrete cylinder pipe hoop crack, i.e. steel skeleton occur Be disposed to strengthen pipe of concrete in-core wall concrete in tension district stress intensity, steel skeleton is axially set in pipe of concrete Core inner, the Main Function of steel skeleton is to bear axial top power together with concrete tube core, protect stress wire, bear external load Effect, steel skeleton can replace with steel fibre.
Stress wire anchoring piece is used for fixing stress wire;Pressure testing hole is used for checking whether mounted pipe joint seals Well;Protective layer is cement mortar protective course or concrete cover;Reinforcement is in order to improve tubing anti-axial thrust ability.
Stress wire makes concrete tube core produce compressive pre-stress, enables pipeline to bear internal water pressure and external load, stress The outer rim of steel wire contacts with each other, it is ensured that pipeline can bear internal water pressure and external applied load to greatest extent, improves the work of pipeline Make pressure and service life.
Nominal bore diameter of the present utility model is 800mm, and operating pressure is 3.0Mpa.
This utility model design science is reasonable, has good durability, impermeability, cracking resistance, corrosion resistance, and makes Making technique simple, arrange interior layer concrete through steel cylinder inwall, the embed-type Prestressed concrete cylinder pipe life-span is effectively prolonged Long, can effectively eliminate the crack of pipe of concrete in-core wall through arranging steel skeleton at pipe of concrete core inner, be a kind of innovation The embed-type Prestressed concrete cylinder pipe that property is higher.
Accompanying drawing explanation
Fig. 1 is this utility model structural representation.
Detailed description of the invention
As it is shown in figure 1, a kind of Prestressed concrete cylinder pipe, it includes concrete tube core 1 and is wrapped in pipe of concrete The stress wire 7 of core outer rim, one end of concrete tube core 1 is socket end, and the other end of concrete tube core 1 is female end, described Concrete tube core 1 inwall is provided with steel cylinder 6, and described steel cylinder 6 inwall is provided with interior layer concrete 3, and described socket end is provided with slotting Mouth steel loop 4, described female end is provided with bellmouth steel loop 5, and described stress wire 7 outer rim is provided with protective layer 2;Described pipe of concrete Core 1 inside is additionally provided with steel skeleton 10, socket steel ring 4 and bellmouth steel loop 5 and is all welded on steel cylinder 6, the outer rim of described protective layer 2 End is provided with reinforcement 9;Being provided with mounting groove 11 and pressure testing hole 12 on described socket steel ring 4, described pressure testing hole 12 is arranged at Between adjacent two described mounting grooves 11, described mounting groove 11 and pressure testing hole 12 may be contained within the working end of socket steel ring 4;Described The outer rim of stress wire 7 contacts with each other;Stress wire anchoring piece 8, described stress wire it is additionally provided with on described concrete tube core 1 Anchoring piece 8 is embedded in the outer rim of pipe of concrete core 1 end in advance.

Claims (4)

1. a Prestressed concrete cylinder pipe, it is characterised in that include concrete tube core and be wrapped in outside concrete tube core The stress wire of edge, one end of concrete tube core is socket end, and the other end of concrete tube core is female end, described pipe of concrete In-core wall is provided with steel cylinder, and described steel cylinder inwall is provided with interior layer concrete, and described socket end is provided with socket steel ring, described in hold Mouth end is provided with bellmouth steel loop, and described stress wire outer rim is provided with protective layer;Described pipe of concrete core inner is additionally provided with steel Skeleton, socket steel ring and bellmouth steel loop are all welded on steel cylinder, and the outer rim end of described protective layer is provided with reinforcement.
A kind of Prestressed concrete cylinder pipe the most according to claim 1, it is characterised in that arrange on described socket steel ring Having mounting groove and pressure testing hole, described pressure testing hole to be arranged between adjacent two described mounting grooves, described mounting groove and pressure testing hole are equal It is arranged at the working end of socket steel ring.
A kind of Prestressed concrete cylinder pipe the most according to claim 1, it is characterised in that the outer rim of described stress wire Contact with each other.
A kind of Prestressed concrete cylinder pipe the most according to claim 1, it is characterised in that on described concrete tube core also Being provided with stress wire anchoring piece, described stress wire anchoring piece is embedded in the outer rim of pipe of concrete core end in advance.
CN201620587673.6U 2016-06-16 2016-06-16 Prestressing force steel cylinder concrete pipe Expired - Fee Related CN205877455U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620587673.6U CN205877455U (en) 2016-06-16 2016-06-16 Prestressing force steel cylinder concrete pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620587673.6U CN205877455U (en) 2016-06-16 2016-06-16 Prestressing force steel cylinder concrete pipe

Publications (1)

Publication Number Publication Date
CN205877455U true CN205877455U (en) 2017-01-11

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620587673.6U Expired - Fee Related CN205877455U (en) 2016-06-16 2016-06-16 Prestressing force steel cylinder concrete pipe

Country Status (1)

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CN (1) CN205877455U (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108709027A (en) * 2018-04-28 2018-10-26 安徽砼宇特构科技有限公司 A kind of anti-stick sundries formula concrete plug
CN109808048A (en) * 2019-03-22 2019-05-28 云南省楚雄恒基管道工业有限责任公司 A kind of Prestressed concrete cylinder pipe preparation method
CN110159843A (en) * 2019-06-27 2019-08-23 宁夏青龙管业股份有限公司 A kind of steel cylinder type concrete pressure pipe and water pipeline
CN113202985A (en) * 2021-04-08 2021-08-03 中国长江三峡集团有限公司 Double-steel-cylinder prestressed concrete pipe and production method thereof
CN115059807A (en) * 2022-06-30 2022-09-16 安钢集团永通球墨铸铁管有限责任公司 Short-length micro jacking pipe and manufacturing process thereof
CN116255512A (en) * 2023-03-09 2023-06-13 浙江巨龙管业科技有限公司 Sealing connection convenient prestress steel cylinder concrete pipe and mud pouring die

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108709027A (en) * 2018-04-28 2018-10-26 安徽砼宇特构科技有限公司 A kind of anti-stick sundries formula concrete plug
CN109808048A (en) * 2019-03-22 2019-05-28 云南省楚雄恒基管道工业有限责任公司 A kind of Prestressed concrete cylinder pipe preparation method
CN110159843A (en) * 2019-06-27 2019-08-23 宁夏青龙管业股份有限公司 A kind of steel cylinder type concrete pressure pipe and water pipeline
CN113202985A (en) * 2021-04-08 2021-08-03 中国长江三峡集团有限公司 Double-steel-cylinder prestressed concrete pipe and production method thereof
CN113202985B (en) * 2021-04-08 2022-10-04 中国长江三峡集团有限公司 Double-steel-cylinder prestressed concrete pipe and production method thereof
CN115059807A (en) * 2022-06-30 2022-09-16 安钢集团永通球墨铸铁管有限责任公司 Short-length micro jacking pipe and manufacturing process thereof
CN115059807B (en) * 2022-06-30 2024-02-13 安钢集团永通球墨铸铁管有限责任公司 Short-length micro-jacking pipe and manufacturing process thereof
CN116255512A (en) * 2023-03-09 2023-06-13 浙江巨龙管业科技有限公司 Sealing connection convenient prestress steel cylinder concrete pipe and mud pouring die

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GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20170111

Termination date: 20210616

CF01 Termination of patent right due to non-payment of annual fee