CN110142868A - A kind of steel fibre high-performance concrete pipe and its manufacturing method - Google Patents
A kind of steel fibre high-performance concrete pipe and its manufacturing method Download PDFInfo
- Publication number
- CN110142868A CN110142868A CN201910377636.0A CN201910377636A CN110142868A CN 110142868 A CN110142868 A CN 110142868A CN 201910377636 A CN201910377636 A CN 201910377636A CN 110142868 A CN110142868 A CN 110142868A
- Authority
- CN
- China
- Prior art keywords
- steel
- concrete
- ring
- performance
- socket
- 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.)
- Pending
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B1/00—Producing shaped prefabricated articles from the material
- B28B1/52—Producing shaped prefabricated articles from the material specially adapted for producing articles from mixtures containing fibres, e.g. asbestos cement
- B28B1/523—Producing shaped prefabricated articles from the material specially adapted for producing articles from mixtures containing fibres, e.g. asbestos cement containing metal fibres
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B21/00—Methods or machines specially adapted for the production of tubular articles
- B28B21/56—Methods or machines specially adapted for the production of tubular articles incorporating reinforcements or inserts
- B28B21/60—Methods or machines specially adapted for the production of tubular articles incorporating reinforcements or inserts prestressed reinforcements
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L9/00—Rigid pipes
- F16L9/08—Rigid pipes of concrete, cement, or asbestos cement, with or without reinforcement
- F16L9/085—Reinforced pipes
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Rigid Pipes And Flexible Pipes (AREA)
Abstract
The invention discloses a kind of steel fibre high-performance concrete pipes, including armored concrete tube body, the armored concrete tube body, armored concrete tube body both ends are equipped with faucet part and socket, faucet part and socket are fixedly installed with steel bell ring and steel socket ring respectively, steel socket ring is equipped with mono-/bis-annular groove, is equipped with O-shaped rubber seal on mono-/bis-annular groove;The steel socket ring and steel bell ring of adjacent reinforced concrete tube body plug.The present invention reduces the generation of surface collapse accident, improves the service life of tubing, improves installation effectiveness, cuts operating costs, improve national economic profit.
Description
Technical field
The present invention relates to a kind of pipeline more particularly to a kind of steel fibre high-performance concrete pipe and its manufacturing methods.
Background technique
It is laid on the ordinary reinforced concrete drainage pipeline of underground for a long time, due to interface imprecision, rain, effluent seepage are tight
Weight, influences surface collapse accident caused by basis and gradually increases, and sewage permeation causes the broken of ecological environment into soil
It is bad, have resulted in huge economic loss;Due to ordinary reinforced concrete drainage pipeline thickness of pipe wall, weight weight, tube coupling length is short,
It is difficult to transport and be laid with, it is higher to fundamental importance, therefore overall cost is high;And normal concrete is internal or external in the presence of erosion
When medium, corrosion failure can be generated, structural strength is caused to decline, be unable to reach the requirement of service life, cause resource, the energy
Waste.
Compared to concrete plug, chemical building material tubing (such as FRP sand tube, HDPE pipe) is because having preferable corrosion resistant
Corrosion, lighter weight, and reliable interface pattern, obtain wideling popularize for country, but concrete plug critical external compressive resistance performance
That chemical building material tubing is incomparable, and maintenance cost is low, long service life, still occupied in medium-large caliber drainage pipe compared with
Big market is mainly used for rainfall and sewage pipes road, aqueduct, agricultural irrigation and drainage and pipe-jacking project.At abroad, the market of concrete plug
Occupation rate is higher, and external statistical data is shown, in the drainage pipe greater than DN400, concrete duct accounts for 90%~95%, greatly
Caliber pipe material then 100% uses concrete duct.
Subsoil drain mainly uses ordinary reinforced concrete drainpipe, FRP sand tube and HDPE draining at present
Pipe, since this kind of tubing all has connector imprecision, critical external compressive resistance performance difference is to the demanding disadvantage of installation foundation, service life
It is short, cause the waste of national economy.
Summary of the invention
The present invention provides a kind of steel fibre high-performance concrete pipe and its system to solve the above-mentioned deficiency of the prior art
Make method.
Above-mentioned purpose of the invention is realized by technical solution below: a kind of steel fibre high-performance concrete pipe, packet
Armored concrete tube body, the armored concrete tube body are included, armored concrete tube body both ends are equipped with faucet part and socket, bellmouth
Portion and socket are fixedly installed with steel bell ring and steel socket ring respectively, and steel socket ring is equipped with mono-/bis-annular groove,
O-shaped rubber seal is installed on mono-/bis-annular groove;The steel socket ring and steel bell ring of adjacent reinforced concrete tube body
It plugs.
The armored concrete tube body includes steel reinforcement cage and high-performance steel fiber concrete layer, high-performance steel fiber concrete
Layer is cast in outside steel reinforcement cage, and the steel bell ring and steel socket ring are respectively welded at steel reinforcement cage both ends.
The high-performance steel fiber concrete layer is raw material by Reactive Powder Concrete, and is stirred in Reactive Powder Concrete
Middle mixing of steel fiber material is mixed, is mixed evenly.
A kind of manufacturing method of steel fibre high-performance concrete pipe, it is characterised in that: the following steps are included:
(1) make tubing main body framework: the high-performance concrete pipe is using a tubulose steel reinforcement cage made of reinforcing bar, in steel
Steel bell ring and steel socket ring is respectively welded in muscle cage both ends;Mono-/bis-annular groove, mono-/bis-ring are had on steel socket ring
O-shaped rubber seal is installed on connected in star;The steel socket ring and steel bell ring of adjacent concrete pipe plug;Steel is held
Framework of steel reinforcement is formed after choma, steel socket ring and steel reinforcement cage welding;
(2) it pours: framework of steel reinforcement will be made and be installed in punching block, be raw material with Reactive Powder Concrete, and in work
Property powder concrete stirring in mixing of steel fiber material formed high-performance steel fiber concrete layer, be poured into assembled mould together
It is formed in tool, the demoulding after concrete hardening.
The Reactive Powder Concrete is a kind of characteristic of high performance concrete change concrete itself, is changed in concrete
Portion's structure improves the resistance to compression and tensile strength of concrete, improves the service life of tubing.Moreover, because mixed using high-performance
Solidifying soil production, increases the resistance to compression and tensile strength of tubing, pipe thickness can be reduced to 10 to the ten/10ths six of bore
/ mono-, mitigate the weight of tubing, pipe length can increase to 5m or more, and reduce connector quantity, improves installation effectiveness,
Reduce the risk of pipeline laying.
Compared with the prior art, the advantages of the invention are the present invention reduces the generation of surface collapse accident, tubing is improved
Service life improves installation effectiveness, cuts operating costs, improve national economic profit.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the embodiment of the present invention one.
Fig. 2 is the attachment structure schematic diagram of the adjacent steel fibre high-performance concrete pipe of the embodiment of the present invention one.
Fig. 3 is the structural schematic diagram of the embodiment of the present invention two.
Fig. 4 is the attachment structure schematic diagram of the adjacent steel fibre high-performance concrete pipe of the embodiment of the present invention two.
Specific embodiment
The present invention is described in further detail below with reference to embodiment.
As shown in Figures 1 to 4, a kind of steel fibre high-performance concrete pipe, including armored concrete tube body, the reinforcing bar are mixed
Solidifying soil tube body 1,1 both ends of armored concrete tube body are equipped with faucet part 1-1 and socket 1-2, faucet part 1-1 and socket 1-2 points
It is not fixedly installed with steel bell ring 2 and steel socket ring 3, steel socket ring 3 is equipped with mono-/bis-annular groove 4, mono-/bis-ring
O-shaped rubber seal is installed on connected in star 4;The steel socket ring 3 of adjacent reinforced concrete tube body is mutually inserted with steel bell ring 2
It connects.
The armored concrete tube body includes steel reinforcement cage 1-3 and high-performance steel fiber concrete layer 1-4, high-performance steel fiber
Concrete layer 1-4 is cast in outside steel reinforcement cage 1-3, and the steel bell ring 2 and steel socket ring 3 are respectively welded at steel reinforcement cage 1-
3 both ends.
The high-performance steel fiber concrete layer 1-4 is raw material by Reactive Powder Concrete, and in reactive powder coagulation
Mixing of steel fiber material in soil stirring, is mixed evenly.
A kind of manufacturing method of steel fibre high-performance concrete pipe of the present invention, it is characterised in that: the following steps are included:
(1) make tubing main body framework: the steel fibre high-performance concrete pipe is using a tubulose reinforcing bar made of reinforcing bar
Steel bell ring 2 and steel socket ring 3 is respectively welded at 1 both ends of steel reinforcement cage in cage 1;With mono-/bis-annular on steel socket ring 3
Groove 4 is equipped with O-shaped rubber seal on mono-/bis-annular groove 4;The steel socket ring 3 and steel bell of adjacent concrete pipe
Ring 2 plugs;Steel bell ring 2, steel socket ring 3 and steel reinforcement cage 1 form framework of steel reinforcement after welding;
(2) it pours: framework of steel reinforcement will be made and be installed in punching block, be raw material with Reactive Powder Concrete, and in work
Property powder concrete stirring in mixing of steel fiber material formed high-performance steel fiber concrete layer 1-4, be poured into assemble together
Die for molding, the demoulding after concrete hardening.
The Reactive Powder Concrete is a kind of characteristic of high performance concrete change concrete itself, is changed in concrete
Portion's structure improves the resistance to compression and tensile strength of concrete, improves the service life of tubing.Moreover, because mixed using high-performance
Solidifying soil production, increases the resistance to compression and tensile strength of tubing, pipe thickness can be reduced to 10 to the ten/10ths six of bore
/ mono-, mitigate the weight of tubing, pipe length can increase to 5m or more, and reduce connector quantity, improves installation effectiveness,
Reduce the risk of pipeline laying.
The above specific embodiments are only exemplary, is to preferably make skilled artisans appreciate that originally
Patent, be not to be construed as include to this patent range limitation;As long as appointing made by the spirit according to disclosed in this patent
How with change or modification, the range that this patent includes is each fallen within.
Claims (4)
1. a kind of steel fibre high-performance concrete pipe, it is characterised in that: including armored concrete tube body, the concrete reinforced pipe
Body (1), armored concrete tube body (1) both ends are equipped with faucet part (1-1) and socket (1-2), faucet part (1-1) and socket
(1-2) is fixedly installed with steel bell ring (2) and steel socket ring (3) respectively, and steel socket ring (3) is equipped with mono-/bis-annular
Groove (4), mono-/bis-annular groove are equipped with O-shaped rubber seal on (4);The steel socket ring of adjacent reinforced concrete tube body
(3) it is plugged with steel bell ring (2).
2. a kind of steel fibre high-performance concrete pipe according to claim 1, it is characterised in that: the concrete reinforced pipe
Body includes steel reinforcement cage (1-3) and high-performance steel fiber concrete layer (1-4), and high-performance steel fiber concrete layer (1-4) is cast in
Steel reinforcement cage (1-3) is external, and the steel bell ring (2) and steel socket ring (3) are respectively welded at the both ends steel reinforcement cage (1-3).
3. a kind of steel fibre high-performance concrete pipe according to claim 1, it is characterised in that: the high-performance steel fiber
Concrete layer (1-4) is raw material by Reactive Powder Concrete, and the mixing of steel fiber material in Reactive Powder Concrete stirring,
It is mixed evenly.
4. a kind of manufacturing method of steel fibre high-performance concrete pipe, it is characterised in that: the following steps are included:
(1) make tubing main body framework: the steel fibre high-performance concrete pipe is using a tubulose steel reinforcement cage made of reinforcing bar
(1), steel bell ring (2) and steel socket ring (3) is respectively welded at steel reinforcement cage (1) both ends;It is had on steel socket ring (3)
Mono-/bis-annular groove (4), mono-/bis-annular groove are equipped with O-shaped rubber seal on (4);The steel socket of adjacent concrete pipe
Ring (3) and steel bell ring (2) plug;Steel is formed after steel bell ring (2), steel socket ring (3) and steel reinforcement cage (1) welding
Tendons skeleton;
(2) it pours: framework of steel reinforcement will be made and be installed in punching block, be raw material with Reactive Powder Concrete, and in activity powder
Mixing of steel fiber material forms high-performance steel fiber concrete layer (1-4) in last concrete stirring, is poured into together assembled
Die for molding, the demoulding after concrete hardening.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910377636.0A CN110142868A (en) | 2019-04-29 | 2019-04-29 | A kind of steel fibre high-performance concrete pipe and its manufacturing method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910377636.0A CN110142868A (en) | 2019-04-29 | 2019-04-29 | A kind of steel fibre high-performance concrete pipe and its manufacturing method |
Publications (1)
Publication Number | Publication Date |
---|---|
CN110142868A true CN110142868A (en) | 2019-08-20 |
Family
ID=67594858
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201910377636.0A Pending CN110142868A (en) | 2019-04-29 | 2019-04-29 | A kind of steel fibre high-performance concrete pipe and its manufacturing method |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN110142868A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113664980A (en) * | 2021-08-26 | 2021-11-19 | 南京钜力智能制造技术研究院有限公司 | Manufacturing method of prestressed concrete pressure pipe and prestressed concrete pressure pipe |
-
2019
- 2019-04-29 CN CN201910377636.0A patent/CN110142868A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113664980A (en) * | 2021-08-26 | 2021-11-19 | 南京钜力智能制造技术研究院有限公司 | Manufacturing method of prestressed concrete pressure pipe and prestressed concrete pressure pipe |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN101343871B (en) | Composite pile with high permanent stability protection layer and its production and construction method | |
CN2918937Y (en) | Steel faucet pre-stressed concrete pipe | |
CN201621382U (en) | Prestressed concrete and glass fiber reinforced plastic composite jack pipe | |
CN110142868A (en) | A kind of steel fibre high-performance concrete pipe and its manufacturing method | |
CN108716573A (en) | A kind of steel fibre high-performance concrete pipe and its manufacturing method | |
CN102864833A (en) | Application of finished plastic inspection well in outdoor drainage system | |
CN112942428A (en) | Construction method of prestressed immersed tube tunnel pipe joint | |
CN203533005U (en) | Prestressed steel-concrete composite pressure jacking pipe | |
CN216813219U (en) | Anti-leakage concrete pipeline | |
CN216009832U (en) | Municipal administration drainage is with prefabricated composite tube structure | |
CN2934833Y (en) | Steel socket and spigot joint prestress concrete pipe | |
CN201196299Y (en) | Prefabricated concrete pipe gallery | |
CN207998913U (en) | Prefabricated sewage inspection well | |
CN201196300Y (en) | Prefabricated cylindrical reinforcing steel frame concrete pipe gallery | |
CN206600524U (en) | A kind of modularization assembling steel backrest | |
CN107012835B (en) | Rolling dam for taking water by pipe burying and construction method | |
CN101344195B (en) | Glass fibre reinforced plastic concrete reinforced pipe with steel faucet | |
CN111608171A (en) | Sandbar underground soft base pipe, well precipitation anti-floating pipe pile structure and construction method | |
CN205975502U (en) | Turn round child structure of prefabricated end of king's block | |
CN218861585U (en) | Precipitation well construction structures | |
CN204252254U (en) | For liner, the sewage network of sewage network | |
CN211421324U (en) | Simple device for communicating on-site corrugated water through and drainage pipe | |
CN220414955U (en) | Reinforced mould for wall hole mouth of stressed concrete structure | |
CN221480979U (en) | Integrated drainage pipeline for diversion reconstruction of urban rain and sewage | |
CN202232062U (en) | Salt discharge well and special concrete block for same |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
WD01 | Invention patent application deemed withdrawn after publication | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20190820 |