CN205877455U - Prestressing force steel cylinder concrete pipe - Google Patents
Prestressing force steel cylinder concrete pipe Download PDFInfo
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 67
- 239000010959 steel Substances 0.000 title claims abstract description 67
- 239000004567 concrete Substances 0.000 title claims abstract description 51
- 239000011241 protective layer Substances 0.000 claims abstract description 11
- 239000011513 prestressed concrete Substances 0.000 claims description 19
- 238000004873 anchoring Methods 0.000 claims description 7
- 239000010410 layer Substances 0.000 claims description 4
- 230000002787 reinforcement Effects 0.000 claims description 4
- 239000004568 cement Substances 0.000 abstract 6
- 238000005728 strengthening Methods 0.000 abstract 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 6
- 239000011083 cement mortar Substances 0.000 description 3
- 230000001681 protective effect Effects 0.000 description 2
- 239000011378 shotcrete Substances 0.000 description 2
- 241000283973 Oryctolagus cuniculus Species 0.000 description 1
- 230000002421 anti-septic effect Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
Landscapes
- Rigid Pipes And Flexible Pipes (AREA)
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
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.
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 |
Family
ID=57690689
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)
| Country | Link |
|---|---|
| CN (1) | CN205877455U (en) |
Cited By (6)
| 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 | Anti-adhesion sundry-bonding concrete pipe |
| 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 |
-
2016
- 2016-06-16 CN CN201620587673.6U patent/CN205877455U/en not_active Expired - Fee Related
Cited By (8)
| 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 | Anti-adhesion sundry-bonding concrete pipe |
| 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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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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 |