CN106985427A - The construction of pipe - Google Patents
The construction of pipe Download PDFInfo
- Publication number
- CN106985427A CN106985427A CN201610811497.4A CN201610811497A CN106985427A CN 106985427 A CN106985427 A CN 106985427A CN 201610811497 A CN201610811497 A CN 201610811497A CN 106985427 A CN106985427 A CN 106985427A
- Authority
- CN
- China
- Prior art keywords
- pipe
- reinforcer
- tubular
- layer
- soft shell
- 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.)
- Granted
Links
- 238000010276 construction Methods 0.000 title claims abstract description 98
- 241000238367 Mya arenaria Species 0.000 claims abstract description 58
- 238000000034 method Methods 0.000 claims abstract description 56
- 239000000835 fiber Substances 0.000 claims abstract description 54
- 239000002131 composite material Substances 0.000 claims abstract description 27
- 239000004744 fabric Substances 0.000 claims description 79
- 230000002787 reinforcement Effects 0.000 claims description 79
- 239000000463 material Substances 0.000 claims description 31
- 239000012530 fluid Substances 0.000 claims description 28
- 230000006835 compression Effects 0.000 claims description 27
- 238000007906 compression Methods 0.000 claims description 27
- 239000000853 adhesive Substances 0.000 claims description 21
- 230000001070 adhesive effect Effects 0.000 claims description 21
- 230000003014 reinforcing effect Effects 0.000 claims description 20
- 238000009423 ventilation Methods 0.000 claims description 3
- 238000006073 displacement reaction Methods 0.000 claims 1
- 230000000149 penetrating effect Effects 0.000 claims 1
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- 229920005989 resin Polymers 0.000 description 132
- 239000011230 binding agent Substances 0.000 description 104
- 238000007711 solidification Methods 0.000 description 15
- 230000008023 solidification Effects 0.000 description 15
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 14
- 238000004519 manufacturing process Methods 0.000 description 12
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- 230000008569 process Effects 0.000 description 8
- 239000012943 hotmelt Substances 0.000 description 7
- 238000007654 immersion Methods 0.000 description 6
- 229920000573 polyethylene Polymers 0.000 description 6
- 239000004698 Polyethylene Substances 0.000 description 5
- 238000005452 bending Methods 0.000 description 5
- 230000000903 blocking effect Effects 0.000 description 5
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- 230000033001 locomotion Effects 0.000 description 5
- 229920003023 plastic Polymers 0.000 description 5
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- 229920001971 elastomer Polymers 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 4
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- 238000007789 sealing Methods 0.000 description 3
- 238000002791 soaking Methods 0.000 description 3
- 238000005476 soldering Methods 0.000 description 3
- 210000004243 sweat Anatomy 0.000 description 3
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- 230000002349 favourable effect Effects 0.000 description 2
- 239000012634 fragment Substances 0.000 description 2
- 239000003292 glue Substances 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
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- 229920002635 polyurethane Polymers 0.000 description 2
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- 238000009736 wetting Methods 0.000 description 2
- 229920000742 Cotton Polymers 0.000 description 1
- XTXRWKRVRITETP-UHFFFAOYSA-N Vinyl acetate Chemical compound CC(=O)OC=C XTXRWKRVRITETP-UHFFFAOYSA-N 0.000 description 1
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- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
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- 238000009940 knitting Methods 0.000 description 1
- 230000002045 lasting effect Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 229920000728 polyester Polymers 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 238000007761 roller coating Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
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- 229920001169 thermoplastic Polymers 0.000 description 1
- 229920005992 thermoplastic resin Polymers 0.000 description 1
- 239000004416 thermosoftening plastic Substances 0.000 description 1
- 125000000391 vinyl group Chemical group [H]C([*])=C([H])[H] 0.000 description 1
- 238000005303 weighing Methods 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
- B29D—PRODUCING PARTICULAR ARTICLES FROM PLASTICS OR FROM SUBSTANCES IN A PLASTIC STATE
- B29D23/00—Producing tubular articles
- B29D23/001—Pipes; Pipe joints
-
- 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
- F16L1/00—Laying or reclaiming pipes; Repairing or joining pipes on or under water
- F16L1/024—Laying or reclaiming pipes on land, e.g. above the ground
- F16L1/028—Laying or reclaiming pipes on land, e.g. above the ground in the ground
- F16L1/038—Laying or reclaiming pipes on land, e.g. above the ground in the ground the pipes being made in situ
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
- B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
- B29C48/00—Extrusion moulding, i.e. expressing the moulding material through a die or nozzle which imparts the desired form; Apparatus therefor
- B29C48/16—Articles comprising two or more components, e.g. co-extruded layers
- B29C48/18—Articles comprising two or more components, e.g. co-extruded layers the components being layers
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
- B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
- B29C53/00—Shaping by bending, folding, twisting, straightening or flattening; Apparatus therefor
- B29C53/36—Bending and joining, e.g. for making hollow articles
- B29C53/38—Bending and joining, e.g. for making hollow articles by bending sheets or strips at right angles to the longitudinal axis of the article being formed and joining the edges
- B29C53/48—Bending and joining, e.g. for making hollow articles by bending sheets or strips at right angles to the longitudinal axis of the article being formed and joining the edges for articles of indefinite length, i.e. bending a strip progressively
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
- B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
- B29C63/00—Lining or sheathing, i.e. applying preformed layers or sheathings of plastics; Apparatus therefor
- B29C63/02—Lining or sheathing, i.e. applying preformed layers or sheathings of plastics; Apparatus therefor using sheet or web-like material
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
- B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
- B29C63/00—Lining or sheathing, i.e. applying preformed layers or sheathings of plastics; Apparatus therefor
- B29C63/26—Lining or sheathing of internal surfaces
- B29C63/34—Lining or sheathing of internal surfaces using tubular layers or sheathings
- B29C63/343—Lining or sheathing of internal surfaces using tubular layers or sheathings the tubular sheathing having a deformed non-circular cross-section prior to introduction
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
- B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
- B29C70/00—Shaping composites, i.e. plastics material comprising reinforcements, fillers or preformed parts, e.g. inserts
- B29C70/04—Shaping composites, i.e. plastics material comprising reinforcements, fillers or preformed parts, e.g. inserts comprising reinforcements only, e.g. self-reinforcing plastics
- B29C70/28—Shaping operations therefor
- B29C70/40—Shaping or impregnating by compression not applied
- B29C70/50—Shaping or impregnating by compression not applied for producing articles of indefinite length, e.g. prepregs, sheet moulding compounds [SMC] or cross moulding compounds [XMC]
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
- B29D—PRODUCING PARTICULAR ARTICLES FROM PLASTICS OR FROM SUBSTANCES IN A PLASTIC STATE
- B29D23/00—Producing tubular articles
- B29D23/18—Pleated or corrugated hoses
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B1/00—Layered products having a non-planar shape
- B32B1/08—Tubular products
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B17/00—Layered products essentially comprising sheet glass, or glass, slag, or like fibres
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B37/00—Methods or apparatus for laminating, e.g. by curing or by ultrasonic bonding
- B32B37/10—Methods or apparatus for laminating, e.g. by curing or by ultrasonic bonding characterised by the pressing technique, e.g. using action of vacuum or fluid pressure
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B7/00—Layered products characterised by the relation between layers; Layered products characterised by the relative orientation of features between layers, or by the relative values of a measurable parameter between layers, i.e. products comprising layers having different physical, chemical or physicochemical properties; Layered products characterised by the interconnection of layers
- B32B7/04—Interconnection of layers
- B32B7/12—Interconnection of layers using interposed adhesives or interposed materials with bonding properties
-
- 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
- F16L11/00—Hoses, i.e. flexible pipes
- F16L11/04—Hoses, i.e. flexible pipes made of rubber or flexible plastics
-
- 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
- F16L11/00—Hoses, i.e. flexible pipes
- F16L11/04—Hoses, i.e. flexible pipes made of rubber or flexible plastics
- F16L11/10—Hoses, i.e. flexible pipes made of rubber or flexible plastics with reinforcements not embedded in the wall
-
- 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
- F16L9/14—Compound tubes, i.e. made of materials not wholly covered by any one of the preceding groups
-
- 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
- F16S—CONSTRUCTIONAL ELEMENTS IN GENERAL; STRUCTURES BUILT-UP FROM SUCH ELEMENTS, IN GENERAL
- F16S3/00—Elongated members, e.g. profiled members; Assemblies thereof; Gratings or grilles
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
- B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
- B29C65/00—Joining or sealing of preformed parts, e.g. welding of plastics materials; Apparatus therefor
- B29C65/48—Joining or sealing of preformed parts, e.g. welding of plastics materials; Apparatus therefor using adhesives, i.e. using supplementary joining material; solvent bonding
- B29C65/4805—Joining or sealing of preformed parts, e.g. welding of plastics materials; Apparatus therefor using adhesives, i.e. using supplementary joining material; solvent bonding characterised by the type of adhesives
- B29C65/481—Non-reactive adhesives, e.g. physically hardening adhesives
- B29C65/4815—Hot melt adhesives, e.g. thermoplastic adhesives
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
- B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
- B29C65/00—Joining or sealing of preformed parts, e.g. welding of plastics materials; Apparatus therefor
- B29C65/48—Joining or sealing of preformed parts, e.g. welding of plastics materials; Apparatus therefor using adhesives, i.e. using supplementary joining material; solvent bonding
- B29C65/50—Joining or sealing of preformed parts, e.g. welding of plastics materials; Apparatus therefor using adhesives, i.e. using supplementary joining material; solvent bonding using adhesive tape, e.g. thermoplastic tape; using threads or the like
- B29C65/5007—Joining or sealing of preformed parts, e.g. welding of plastics materials; Apparatus therefor using adhesives, i.e. using supplementary joining material; solvent bonding using adhesive tape, e.g. thermoplastic tape; using threads or the like characterised by the structure of said adhesive tape, threads or the like
- B29C65/5021—Joining or sealing of preformed parts, e.g. welding of plastics materials; Apparatus therefor using adhesives, i.e. using supplementary joining material; solvent bonding using adhesive tape, e.g. thermoplastic tape; using threads or the like characterised by the structure of said adhesive tape, threads or the like being multi-layered
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
- B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
- B29C65/00—Joining or sealing of preformed parts, e.g. welding of plastics materials; Apparatus therefor
- B29C65/48—Joining or sealing of preformed parts, e.g. welding of plastics materials; Apparatus therefor using adhesives, i.e. using supplementary joining material; solvent bonding
- B29C65/50—Joining or sealing of preformed parts, e.g. welding of plastics materials; Apparatus therefor using adhesives, i.e. using supplementary joining material; solvent bonding using adhesive tape, e.g. thermoplastic tape; using threads or the like
- B29C65/5007—Joining or sealing of preformed parts, e.g. welding of plastics materials; Apparatus therefor using adhesives, i.e. using supplementary joining material; solvent bonding using adhesive tape, e.g. thermoplastic tape; using threads or the like characterised by the structure of said adhesive tape, threads or the like
- B29C65/5028—Joining or sealing of preformed parts, e.g. welding of plastics materials; Apparatus therefor using adhesives, i.e. using supplementary joining material; solvent bonding using adhesive tape, e.g. thermoplastic tape; using threads or the like characterised by the structure of said adhesive tape, threads or the like being textile in woven or non-woven form
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
- B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
- B29C65/00—Joining or sealing of preformed parts, e.g. welding of plastics materials; Apparatus therefor
- B29C65/48—Joining or sealing of preformed parts, e.g. welding of plastics materials; Apparatus therefor using adhesives, i.e. using supplementary joining material; solvent bonding
- B29C65/50—Joining or sealing of preformed parts, e.g. welding of plastics materials; Apparatus therefor using adhesives, i.e. using supplementary joining material; solvent bonding using adhesive tape, e.g. thermoplastic tape; using threads or the like
- B29C65/5042—Joining or sealing of preformed parts, e.g. welding of plastics materials; Apparatus therefor using adhesives, i.e. using supplementary joining material; solvent bonding using adhesive tape, e.g. thermoplastic tape; using threads or the like covering both elements to be joined
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
- B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
- B29C65/00—Joining or sealing of preformed parts, e.g. welding of plastics materials; Apparatus therefor
- B29C65/48—Joining or sealing of preformed parts, e.g. welding of plastics materials; Apparatus therefor using adhesives, i.e. using supplementary joining material; solvent bonding
- B29C65/52—Joining or sealing of preformed parts, e.g. welding of plastics materials; Apparatus therefor using adhesives, i.e. using supplementary joining material; solvent bonding characterised by the way of applying the adhesive
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
- B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
- B29C66/00—General aspects of processes or apparatus for joining preformed parts
- B29C66/01—General aspects dealing with the joint area or with the area to be joined
- B29C66/05—Particular design of joint configurations
- B29C66/10—Particular design of joint configurations particular design of the joint cross-sections
- B29C66/11—Joint cross-sections comprising a single joint-segment, i.e. one of the parts to be joined comprising a single joint-segment in the joint cross-section
- B29C66/112—Single lapped joints
- B29C66/1122—Single lap to lap joints, i.e. overlap joints
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
- B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
- B29C66/00—General aspects of processes or apparatus for joining preformed parts
- B29C66/01—General aspects dealing with the joint area or with the area to be joined
- B29C66/05—Particular design of joint configurations
- B29C66/10—Particular design of joint configurations particular design of the joint cross-sections
- B29C66/11—Joint cross-sections comprising a single joint-segment, i.e. one of the parts to be joined comprising a single joint-segment in the joint cross-section
- B29C66/114—Single butt joints
- B29C66/1142—Single butt to butt joints
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
- B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
- B29C66/00—General aspects of processes or apparatus for joining preformed parts
- B29C66/40—General aspects of joining substantially flat articles, e.g. plates, sheets or web-like materials; Making flat seams in tubular or hollow articles; Joining single elements to substantially flat surfaces
- B29C66/41—Joining substantially flat articles ; Making flat seams in tubular or hollow articles
- B29C66/43—Joining a relatively small portion of the surface of said articles
- B29C66/432—Joining a relatively small portion of the surface of said articles for making tubular articles or closed loops, e.g. by joining several sheets ; for making hollow articles or hollow preforms
- B29C66/4322—Joining a relatively small portion of the surface of said articles for making tubular articles or closed loops, e.g. by joining several sheets ; for making hollow articles or hollow preforms by joining a single sheet to itself
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Manufacturing & Machinery (AREA)
- Composite Materials (AREA)
- Physics & Mathematics (AREA)
- Fluid Mechanics (AREA)
- Rigid Pipes And Flexible Pipes (AREA)
- Laminated Bodies (AREA)
- Lining Or Joining Of Plastics Or The Like (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
- Moulding By Coating Moulds (AREA)
Abstract
A kind of elongated hollow structure, such as pipe (10), and the method for constructing this elongated hollow structure.Pipe (10) includes inner radial (11) and radially outer (13), and two parts (11,13), which are merged together, provides complete tubular wall structures.This method includes:Inner radial (11) is provided in the form of inner tube (21), radially outer (13) is assembled around inner tube (21).Outside (13) include the outer tube (30) that fiber strengthens composite construction, and it is surrounded by soft shell (31).Inner tube (21) expansion is set to think that outside (13) provide form and shape.
Description
The application is Application No. 201180074533.9, the applying date on October 31st, 2011 and in April, 2014
The divisional application for the PCT Patent Application for entering National Phase in China on 29th.
Technical field
The present invention relates to a kind of elongated hollow structure of composite construction, particularly including tubular structure.
Although the present invention is specifically designed as relevant with the construction of the tubular structure of pipe form, other are can also apply to
The construction of elongated hollow element, elongated hollow element includes:Tubular element, such as conduit and pipeline;Tubular structural elements, such as axle,
Beam and cylinder;And other tubular elements of composite construction.
Background technology
Description below with reference to background technology is intended merely to facilitate the understanding of the present invention.The description is not regarded as or held
The common knowledge for recognizing cited any material when being or being once priority date of the present application.
It is known that pipe is constituted using fiber reinforced plastics composite.Generally, this pipe passes through a kind of technique structure
Into, in the process, the rove of fibrous material (such as glass fibre) long filament is saturated thermosetting resin or thermoplastic component,
And it is wound the structural pipe wall of composite construction back and forth on heart axle.
In addition, being intended to produce continuous pipe by pultrusion, the shaping includes heated die drawn reinforcing fibre
Moist main body carry out pipe processing, then pipe is wrapped on spool.The pipe formed by this way is typically limited to about
1km length and about 100mm diameter.
It is often necessary to this pipe can bear circumference stress and axial stress, and needed for the construction can be pipe
Balance between ring and axial stress bearing performance.By with tube axis in about 90 ° of angle wound long filament come excellent
Change ring intensity.By optimizing axial strength to approach the angle wound reinforcement long filament of tube axis.
The length of the pipe constituted by this way refers to transmitting the heart axle of pipe or the length of roller.Therefore, the structure
Make the manufacture that technique is not conducive to those to form the long tube of the transmission network of liquids and gases;That is, than obtainable heart axial length
Those pipes of many and those pipes for being formed in the continuous length for extending pipeline between two remote website, the two websites
It is possible to separate hundreds of to thousands of miles.
If so a kind of mode so that pipeline can be formed using the pipe constituted in continuous foundation, also
It is to say, it is not necessary to formed by a series of pipeline sections being connected with each other, these junctions are possible to constitute the thin of line construction entirety
Weak-strong test.
In order to solve these problems and the difficult point in background technology, it is proposed that the present invention.
The content of the invention
According to the first aspect of the invention there is provided a kind of method for constructing elongated hollow structure, the structure includes
Inner radial and radially outer, two are merged together the complete tubular wall structures of offer, and this method includes:There is provided footpath inside
Portion;Radially outer is assembled around inner radial;And make internal expansion;The wherein outside fiber for including being surrounded by soft shell
Strengthen the outer tube of composite construction.
It is preferred that, the outer tube that fiber strengthens composite construction includes reinforcer and adhesive.
Reinforcer includes one or more layers reinforcement fabric.It is preferred that, each layer is all configured about the pipe of inner radial arrangement
Shape layer.Usual multilayer tubular layer is arranged one another around arrangement, and also around inner tube.
Reinforcement fabric can include the reinforcement fabric containing reinforcing fibre, and the reinforcing fibre has what four axial direction fibres were oriented
Characteristic.Reinforcing fibre includes glass fibre.Four axial direction fibres are orientated the necessary ring of tubular structure offer and axial stress is held
Carry characteristic.
It is preferred that, adhesive include curable plastics, such as resin binder, it is commonly known as resin.Adhesive
Resin parent, is bonded on inside to provide complete pipe for reinforcement fabric ply to be bonded together, and by reinforcer
Shape wall construction.Reinforcer can also be bonded on shell by resin matrix.
It is preferred that, inside includes inner tube, and the inner tube includes liner, and tissue layer is bonded on a face of the liner, wherein oozing
The adhesive for entering reinforcing fibre also penetrates into tissue layer outside being combined together with internal junction.
It is preferred that, shell includes outer layer and the tissue layer being bonded in the one side of outer layer, and this is arranged such that tissue layer and reinforcement
Part is relative.Using this arrangement, the tissue layer of shell can provide unsaturated zone, for air circulation.
It is preferred that, soft shell is used to resist being radially expanded for reinforcer, so that reinforcer bears radial compression.Using this
Arrangement is planted, reinforcer is limited in the space between the inside of expansion and soft shell.Outside the inside being radially expanded and flexibility
Shell is come together to limit reinforcer, and the volume in space is gradually reduced where causing reinforcer.This forces the adhesive in reinforcer complete
In full immersion reinforcer;That is, reinforcement fabric ply becomes " to soak " completely.Particularly, compression stress is provided to reinforcer, and
Effectively reinforced fabric pumps adhesive to be distributed to adhesive in space in the way of controllable and be limited.
In addition, the volume in space is gradually reduced so that air is discharged from space where reinforcer, this can improve bonding
Immersion effect of the agent in reinforcer.
Shell and each reinforcement fabric pipe contribute to the discharge of air.Shell and each reinforcement fabric tubular layer are configured with
Help the discharge of air, for example, shell and each reinforcement fabric tubular layer are comprising spaced apart along their own length
Air vent, to help the discharge of air.In addition, or selectively there is provided the tissue layer of the shell of unsaturated zone additionally aiding sky
The release of gas, generally upwards and be discharged into along device at release or disposed at air vent.
Soft shell has some elasticity, so that the radial direction that can at least resist reinforcement fabric tubular layer to a certain extent is swollen
It is swollen.However, the elasticity of soft shell is smaller than inner tube.In this fashion, soft shell can buffer reinforcement fabric tubular layer
The initial period being radially expanded.Specifically, it is desired that soft shell has some elasticity.Soft shell have some elasticity, with
The speed control of reinforcer is gradually soaked to adhesive in raising.
According to the second aspect of the invention there is provided a kind of method for constructing elongated hollow structure, the structure includes footpath
Internally and radially outer, two are merged together and provide complete tubular wall structures, and this method includes:Offer includes inner tube
Inner radial, the inner tube includes liner, and tissue layer is bonded on a face of the liner;Radially outer is surrounded into inner radial
Assembling;And make internal expansion;The wherein outside fiber for including being surrounded by soft shell strengthens the outer tube of composite construction, wherein interior
Portion includes inner tube, and the inner tube includes liner, and tissue layer is bonded on a face of the liner, penetrates into the resin binder of outer tube
Penetrate into tissue layer outside being combined together with internal junction.
According to the third aspect of the invention we there is provided a kind of method for constructing elongated hollow structure, this method includes enclosing
Around central part formation flexible tubular wall, expand central part so that the cross-sectional profiles specified are presented in tubular wall structures, to tubulose
Wall construction carries out hardening, solidification or other solidifications processing.
Central part includes a part for wall construction.
Flexible wall structure includes fiber reinforced plastic composite.
Flexible wall structure still further comprises curable plastics, such as resin binder.Generally, curable plastics include
Curable resin.
Fiber reinforced plastic composite includes reinforcer, and the reinforcer is configured to include the fabric of reinforcer fiber.
It is preferred that, reinforcement fabric is oriented with four axial direction fibres.Four axial direction fibre directional energies provide commutation and axial stress is held
Carry performance.
Flexible tubular wall construction still further comprises the soft shell around fiber reinforced plastic composite.
Expandable central part includes inner tube, and the inner tube has can be in tubular wall structures hardening, solidification or other solidifications
The inflatable courage for expanding flexible tubular wall construction before processing.
It is preferred that, a part for inner tube and tubular wall structures combines and forms a part for tubular wall structures.
The continuous motion and expansion of flexible tubular wall construction can carry out prestress and alignment to the fiber in reinforcement fabric,
So as to improve the circumference stress load-carrying properties in the elongated hollow structure whole length in construction process.
It is preferred that, axially (linear) prestress also is carried out to reinforcement fabric, to improve tension load load-carrying properties.
Central part may be configured to courage.
Fluid media (medium) can be used, such as air or water expand courage.
It is preferred that, courage is elastomeric expandable.
In a kind of scheme, tubular structure has length-specific.Tubular structure can for example include tubular element, such as make
The pipe of length-specific.
In another scheme, tubular structure gradually forms the length for any desired.Tubular structure, for example, can wrap
Tubular element is included, the pipe being such as formed continuously, until obtaining desired length.At this point, pipe can constitute continuous pipe
Length, the continuous pipe provides the pipeline that extends between two remote positions.
With prior art on the contrary, the pipeline extended in the prior art between two remote positions generally include it is many
The individual pipeline section being connected with each other, pipe according to a first aspect of the present invention allows the pipeline to be formed by a continuous pipe.
According to a fourth aspect of the present invention there is provided a kind of method for constructing elongated hollow structure, this method includes being formed
With internal flexible tubular wall construction, the inside of flexible tubular wall construction is expanded to provide form and shape for it;
Flexible wall structure is hardened, solidification or other solidifications handle to provide tubular element.
Flexible wall structure includes fiber reinforced plastic composite, and it can be cured to provide tubular element.
Flexible wall structure still further comprises the soft shell around fiber reinforced plastic composite.
In some occasions, fiber reinforced plastic composite is cured as rigid state.In some other occasions, fiber
Strengthen plastic composites and be cured as flexible state.
Tubular wall structures include lining, and the lining has the impermeable inner surface of fluid.The inner surface is by high smooth table
Face is limited, such as polyurethane layer.
According to a fifth aspect of the present invention there is provided a kind of method for constructing pipe, this method includes being formed comprising fiber
Strengthen the flexible tubular wall construction of plastic composites, the inside of flexible tubular wall construction is expanded to provide form for it
And shape;Flexible wall structure is hardened, solidification or other solidifications handle to provide pipe.
Pipe is constituted in continuous foundation, and pipe is progressively installed in place before flexible wall structure solidification, so that
Flexible tubular wall solidifies once the installation site in pipe.
According to a sixth aspect of the present invention there is provided a kind of method for being used to construct pipe in continuous foundation, this method includes
Formed and include the flexible tubular wall construction of fiber reinforced plastic composite, the inside of flexible tubular wall construction is expanded with
Form and shape are provided for it;Flexible wall structure is carried out to be cured to provide pipe.
In the method according to sixth embodiment, flexible wall structure include it is inside and outside, wherein this method is further wrapped
Include to form inside to limit inner tube, strengthen the outer tube of composite construction to limit outside around inner tube formation fiber.
Using one or more layers reinforcement fabric formation outer tube, in wherein this method further comprises each layer being configured about
The tubular layer of pipe arrangement, makes tubular layer penetrate into resin binder, makes interior tube swelling to provide form and shape, and solidification for it
Resin binder is so that tubular wall structures are hardened.
Soft shell is installed to include resin binder around reinforcement fabric tubular layer.
Soft shell can be formed by any suitable material, including, such as polyethylene.
More specifically, soft shell include outer layer of polyethene and be bonded to this it is outer it is laminated on tissue layer, the structure makes
Obtain tissue layer relative with reinforcer, as described above.
Shell is kept in place, and ultimately forms a part of tubular structure, or completes its mesh
After it is removable.
It is configured to bond an encirclement protective case, such as concrete shell outside the outer layer of shell.This includes rough surface
Degree is molded, such as the tuft (tufts) on the outside of shell outer layer.
Inner tube includes liner, and tissue layer is bonded with the one side of the liner, penetrates into the resin binder of reinforcement fabric
Penetrate into tissue layer outside being combined together with internal junction.
The pipe is constituted in mobile install in equipment, and the equipment is configured to vehicle, and it can be moved relative to infield, from
And cause the pipe being formed continuously progressively to be delivered to infield.
According to the seventh aspect of the invention there is provided a kind of method for being used to construct pipe under flexible state, pipe is put
Put in infield, it is allowed to which flexible tube is changed into rigid state in infield.
Infield may include pipe trench, and pipe is gradually put into pipe trench under flexible state.Pipe is placed directly on pipe
In ditch, or first place and then be progressively installed in pipe trench along pipe trench side.Pipe trench has sand ground basic or other materials
Basis, forms the decline of bending, and pipe is laid in the decline to support.
Pipe is installed in mobile installation equipment, and the equipment is moved relative to infield, is arranged under flexible state
Pipe.
There is provided the method structure of first, second, third or fourth aspect according to the present invention according to the eighth aspect of the invention
The elongated hollow structure made.
According to the ninth aspect of the invention there is provided a kind of pipe, the pipe is according to the three, the six, the 7th sides of the invention
The method construct in face.
There is provided a kind of elongated hollow structure of composite construction, including inner radial and footpath according to the tenth aspect of the invention
To outside, wherein two parts are merged together to provide complete tubular wall structures.
External structure strengthens the outer tube of composite construction into fiber.More specifically, outside include being immersed in resin binder
Reinforcer.
The outside soft shell further included around outer tube.
Reinforcer includes one or more layers reinforcement fabric, and each layer is all configured about internal arrangement pipe.Reinforcer can be wrapped
Multilayer is included, each layer is all configured to the respective tubes one another around arrangement.
Reinforcement fabric includes the reinforcement fabric containing reinforcing fibre, and the reinforcing fibre has the spy that four axial direction fibres are oriented
Property.Four axial direction fibres are orientated tubular structure and provide necessary ring-type and axial stress load-carrying properties.
Inside includes liner, and tissue layer is bonded in the one side of liner.The another side of liner defines the interior of tubular structure
Surface.
The resin binder of immersion reinforcement fabric is also immersed in the tissue layer for being bonded in interior lining, by outside and internal combustion
To together.
Brief description of the drawings
The present invention will be better understood when by reference to the description of the various specific embodiments shown in accompanying drawings below, its
In:
Fig. 1 is the schematic diagram of the pipe according to the first embodiment under manufacturing process;
Fig. 2 is the cross-sectional view of pipe shown in Fig. 1;
Fig. 3 is the fragmentary side view of section of a pipe;
Fig. 4 is the cross-sectional view of tube interior;
Fig. 5 is used in tube exterior construction, to be mixed with adding for the reinforcing fibre with four axial direction fibres orientation
The schematic diagram of strong fabric;
Fig. 6 is the cross-sectional view of reinforcement fabric tubular layer, tubular layer reinforcement fabric formation as shown in Figure 5 and
Used in the construction of tube exterior, shown tubular layer is in partly assembled state;
Fig. 7 is the view similar to Fig. 6, except tubular layer is in assembled state;
Fig. 8 is the cross-sectional view of assembled tubular structure, according to the pipe of first embodiment by the tubular structure
Construction, shown tubular structure is in radial dilatation (expansion) state;
Fig. 9 is the view similar to Fig. 8, the standard except showing the discharge air from the space in assembled tubular structure
It is standby;
Figure 10 also views similar to Fig. 8, (unexpansive) state is collapsed except shown tubular structure is in;
Figure 11 is the cross-sectional view of inner tube, and inner tube formation has assembled a part for tubular structure, and shown inner tube is collapsed
Fall into flat form;
Figure 12 is the cross-sectional view of assembled tubular structure, according to the pipe of first embodiment by the tubular structure
Construction, shown tubular structure has inner tube, and the inner tube is folded using different folding modes;
Figure 13 is the cross-sectional view for the inner tube to form the part that tubular structure has been assembled shown in Figure 12, shown inner tube
In folded state;
Figure 14 is the view similar to Figure 13, except shown inner tube is in part flat form;
Figure 15 is the view similar to Figure 13, except shown inner tube is in whole flat forms;
Figure 16 is the perspective diagram for the package system of tubular layer shown in assembling figure 7;
Figure 17 is for progressively moving reinforcement fabric bar shown in Fig. 5 from the first (flat) state to second (tubulose) state
The perspective diagram of guidance system;
Figure 18 is fabric strip is held in the second (pipe to set up for the overlapping edge of reinforcement fabric bar to be secured together
Shape) state connection;
Figure 19 is the schematic diagram of the assembly line for pipe, there is two parts, Figure 19 A and 19B;
Figure 20 is the cross-sectional view of pipe one end in the fabrication process, and one end accessory is installed to the end
On;
Figure 21 is the diagrammatic side view of pipe the other end in pipe manufacturing process, and one end accessory is installed to the end
On;
Figure 22 is the cross-sectional view of the end of pipe shown in Figure 21, also with corresponding profile formation system;
Figure 23 is the schematic diagram of the assembly line for pipe according to second embodiment, there is two parts, Figure 23 A and 23B;
Figure 24 is the fragmentary views of a part for Figure 23 assembly line;
Figure 25 is Figure 23 B line 25-25 sectional view;
Figure 26 is Figure 23 B line 26-26 sectional view;
Figure 27 is Figure 23 B line 27-27 sectional view;
Figure 28 is Figure 23 B line 28-28 sectional view;
Figure 29 is Figure 23 B line 29-29 sectional view;
Figure 30 is Figure 23 B line 30-30 sectional view;
Figure 31 is Figure 23 B line 31-31 sectional view;
Figure 32 is the schematic diagram of the assembly line of the pipe according to 3rd embodiment;
Figure 33 is the schematic diagram of a part for Figure 32 assembly line, shows the element group that tubular construction has been assembled for extruding
And around their shell;
Figure 34 is the Partial Fragment view of Figure 32 assembly line;
Figure 35 is Figure 34 line 35-35 sectional view;
Figure 36 is Figure 34 line 36-36 sectional view;
Figure 37 is Figure 34 line 37-37 sectional view;
Figure 38 is Figure 34 line 38-38 sectional view;
Figure 39 is Figure 34 line 39-39 sectional view;
Figure 40 is Figure 34 line 40-40 sectional view;
Figure 41 is the cross-sectional view of assembled tubular construction and the shell around it, is shown close to being completely immersed in tree
State in fat adhesive;
Figure 42 is the view similar to Figure 41, but shows and be completely immersed in resin binder;
Figure 43 is the fragmented cross-sectional view of the structure shown in Figure 39;
Figure 44 is the schematic diagram of a part for the assembly line for pipe according to fourth embodiment;
Figure 45 is the schematic diagram of a part for the assembly line for pipe according to the 5th embodiment;
Figure 46 is the perspective illustration of the device used in assembly line shown in Figure 45, and the device is arranged to be easy to pipe system
Middle the relatively rapid of the reinforcer used is made to soak;
Figure 47 is the lifting view of the roller row used in Figure 46 shown devices;
Figure 48 is the fragmentary views for the tubular structure that description is assembled in pipe manufacturing process, passes through the dress shown in Figure 46
Put, the pipe is born the operation similar to wriggling push action;
Figure 49 is one section of fragmentary side view of the description according to the pipe of sixth embodiment, and the section is configured to straight section;
Figure 50 is another section of fragmentary side view of the description according to the pipe of sixth embodiment, and the section is configured to bending section;
Figure 51 is another section of fragmentary side view of the description according to the pipe of sixth embodiment, and the section is configured to another bending
Section;
Figure 52 is another section of fragment before another bending section is bent to form for describing pipe shown in Figure 51
Side view;And
Figure 53 is the schematic diagram of a part for the assembly line for pipe according to the 7th embodiment.
Embodiment
Referring to Fig. 1-2 2, the first embodiment of the present invention is related to one kind and is configured to the tubular element form as pipe 10
Elongated hollow structure, and the method for constructing in continuous foundation the pipe.
Pipe 10 is composite construction, including inner radial 11 and radially outer 13, two parts 11 and 13 be merged together with
Complete structural pipe wall is provided.In the structure, outside 13 is enclosed in protective case 14, and the protective case includes hardenable group
Divide 16, the concrete that such as adhesive or outermost top layer 18 are included, outermost top layer 18 can be any suitable material, example
Such as geotextiles.Protective case 14 is used for providing pipe 10 protection, and once pipe is possible to what is met with installation situations for resistance
Compressive load.
Inside 11 includes neck bush 15, and the layer 17 being made up of resin absorbent material is adhered on a face of neck bush.It is interior
The another side of bushing 15 defines the inner surface 19 of pipe 10.Generally, neck bush 15 shows as high smooth table at inner surface 19
Face.For example, neck bush 15 can include polyurethane, polyethylene or other any flexible flexible materials, the material is also
It is preferred that it is airtight, and can also be coexisted with the fluid of transmission in pipe 10.Resin absorbent layer 17 can be for example including felt or cotton
Beam.
As shown in figure 4, inside 11 is configured to the inner tube 21 formed by the longitudinally oriented strip 23 with vertical side of the edge 25.The quilt of bar 23
It is longitudinally wound into tubular structure to provide inner tube 21, longitudinal edge 25 in syntople provides banjo fixing butt jointing 26.Interior connection
Bar 27 is applied to the inner side of inner tube 21, and outer connection strap 28 is applied to the outside of inner tube 21, and two connection straps 27 and 28 are across right
On joint 26, continuous Fluid Sealing can be provided between adjacent vertical side of the edge 25.In Fig. 4, for clear original
Cause, connection strap 27,28 is shown as separating with banjo fixing butt jointing 26, but they actually connect with banjo fixing butt jointing in practical application
Touch.
Inner tube 21 defines the inflatable courage 24 with expansion chamber 29, will then explain its purpose.
Outside 13 is configured to the outer tube 30 for the fiber reinforcement combining structure surrounded by soft shell 31.More specifically, outer
Pipe 30 includes the reinforcer 32 penetrated into resin binder.Soft shell 31 is installed with comprising the resin-bonding around pipe 30
Agent, then this will be described in detail.Soft shell 31 can be formed by any suitable material, such as including polyethylene.
Shell 31 is held in position in and ultimately forms a part of pipe 10, or can also be after its purpose is completed
It is removed.
The fibrous layer that shell 31 includes the outer layer of polyethylene and is adhered in one face, the structure is fibrous layer in face of adding
Strong part 32.Fibrous layer provides unsaturated zone, and is finally infiltrated resin binder for the integration of the structure.
The resin material for providing resin binder can be any suitable type;A kind of specially suitable resin material bag
Include thermosetting resin, such as epoxy vinyl ester or other suitable resins, and thermoplastic resin system.
Reinforcer 32 includes one or more layers 33 (as shown in Figure 5) of reinforcement fabric 34, and each layer is structured to
The tubular layer 35 (as shown in Figure 7) of the surrounding of inner tube 21 arrangement.In this embodiment, there are multiple layers 33, these layers are configured to
The respective tubular layer 35 (therefore arrangement around inner tube 21 also as described above) of arrangement close to each other.Any conjunction can be used
Suitable mode combines adjacent fibrous layer 33, such as by hot weld chemical bond, and/or is mechanically fixed, such as seam or
Nail.
Reinforcement fabric 34 includes the reinforcement fabric for being associated with reinforcing fibre, and the reinforcing fibre has what four axial direction fibres were oriented
Characteristic, as shown in Figure 5.Reinforcing fibre includes axial direction fibre 36a and (angle close to tube axis is in, such as the institute of Fig. 3 center lines 37
Show), transverse fiber (be in tube axis is about in 90 degree of angle) and inclined fiber (be in tube axis about in 45 degree
Angle).Reinforcing fibre may include glass fibre.Four axial direction fibres are orientated the necessary ring of pipe offer and axial stress is held
Carry performance.
The bar 41 that each reinforcing fibre tubular layer 35 is all made up of reinforcing fibre material is constituted, and this has longitudinal edge
43, these edges gather together to form tubular layer 35 at joint 44 in overlapped mode.Overlapping edge 43 with appoint
A kind of what suitable mode is installed to together to ensure the tubular moulding.In this embodiment, overlapping edge 43 uses hot melt
Binding agent is connected together by sweat soldering technology.In figure 6, for purposes of clarity, between overlapping edge 43 is shown as
Separate, but they are in fact in contact with each other to provide joint 44, as shown in Figure 7 in practice.Then by by resin binder
Penetrate into reinforcement fabric 34 to realize the structural intergrity of joint 44, tubular layer 35 can be formed by reinforcement fabric.Particularly, resin
Adhesive penetrates into overlapping edge 43 and is bonded together them, is initially glued by what hotmelt was set up with supplementing and substituting
Close.
Each tubular layer 35 is oriented such that each joint 44 is offset with one another, as shown in Figure 8.In structure shown in the drawings
In, it is oriented so as to tubular layer 35 so that the downside 46 of corresponding pipe 10 of the joint 44 towards in building is arranged.This is very
It is favourable, because downside 46 is that resin binder is very possible very sufficient to improve between the overlapping edge 43 at each joint 44
Bonding region.
The felt layers 17 that the resin binder of reinforcement fabric 34 is also penetrated on liner 15 are penetrated into, by outside 13 and inside
11 integrate.
Reinforcement fabric tubular layer 35 as previously described it is close to each other arrangement and thus be also arranged close to inner tube 21 after, pipe
Shape layer 35 is infiltrated resin binder.In alternative, after the completion of each reinforcement fabric tubular layer 35 is assembled, strengthen knitting
Thing tubular layer 35 is infiltrated resin binder.The assembled each reinforcement fabric tubular layer completed can be connected to previous interior reinforcement and knit
In thing tubular layer, for example, pass through sweat soldering.It is preferable, however, that do not connect adjacent reinforcement fabric tubular layer so, so that
Each layer can free movement toward each other, with transmit load and stress, thus each layer can receive its load share.
Typically, before resin binder is penetrated into, air is removed from reinforcement fabric tubular layer 35.
After reinforcement fabric tubular layer 35 is penetrated into by resin binder, but before the hardening, by the way that fluid example will be expanded
Such as air introduces expansion chamber 29, and the inflatable courage 24 limited by inner tube 21 is inflated.This cause inflatable courage 24 towards
The radial dilatation of soft shell 31, form and shape are provided to circular outside 13.Particularly, outside 13 shows as the transversal of annular
Face.
When inflatable courage 24 moves through compression set 125, the lasting expansion of inflatable courage 24 is drawn along all directions
Reinforcement fabric tubular layer 35 is stretched, to improve the circumference stress and axial stress bearer properties of pipe 10.Particularly, the expansion is used for
To the fiber prestress in reinforcement fabric tubular layer 35, to improve circumference stress bearer properties, and axial tightening reinforcement is gone back
Woven tube layer comes to fiber axial tensioning therein, to improve the tension load-carrying performance of pipe 10.
Soft shell 31 is used for the radial dilatation for resisting reinforcement fabric tubular layer 35, so as to cause reinforcer 32 to bear radially
Compression.Using this arrangement, reinforcer 32 is limited in the space 45 between expansion inner tube 21 and soft shell 31.Radially expand
The inner tube 21 opened is operated together with flexible shell 31, to limit reinforcer 32, and can also cause the sky of limitation reinforcer 32
Between 45 volume be gradually reduced.This forces the resin binder in reinforcer 32 to be totally immersed in reinforcer 32;That is,
The layer 33 for constituting the reinforcement fabric 34 of tubular layer 35 becomes " to soak " completely.Particularly, compression stress also is provided to reinforcer 32, had
Resin binder is pumped out resin binder by effect ground by the layer 33 of reinforcement fabric 34, so that resin binder is with controllable and limited
Mode be distributed in space 45.One of the present embodiment is special, and characteristic is, the step of transmitting resin binder to reinforcer
And the step of resin binder is soaked reinforcer 32 be completely to separate and visibly different behavior.
In addition, being gradually reduced for volume that limitation has the space 45 of reinforcer 32 also necessarily makes air be arranged from space 45
Go out, this has the effect for the infiltration for improving resin binder in reinforcer 32.Shell 31 and each reinforcement fabric tubular layer 35
It is designed so as to the discharge of air.The unsaturated zone limited by the fiber internal layer of shell 31 contributes to this air to discharge.In addition, outer
Shell 31 and each reinforcement fabric tubular layer 35 can compartment of terrain is arranged for example in their own length air vent, with
It is easy to the discharge of air, as shown in Figure 9.In a kind of structure, air vent 48 can be formed in shell 31 and each reinforcement fabric
Perforation in tubular layer 35, for example, penetrate aperture.By this structure, perforation finally can be sealed to ensure pipe by resin binder
The sealing integrity of son 10.In another structure, air vent may include to be inserted into shell 31 and each reinforcement fabric tubular layer
Port in 35.The port can for example include what is formed by one exposed to the material that resin binder will dissolve or degrade
Tubular insert.By this structure, the aperture for accommodating port is finally sealed by resin binder, to ensure the sealing of pipe 10
Integrality.
Soft shell 31 has some elasticity, in order at least compliantly resist reinforcement fabric tubular layer to a certain extent
35 radial dilatation.In this fashion, soft shell 31 can buffer the initial of the radial direction foreign minister of reinforcement fabric tubular layer 35
Stage.In particular, it is desirable to which soft shell 31 has certain elasticity.Soft shell 31 has certain elasticity, and the elasticity is used to improve
Control to speed, the speed refers to that gradually increased resin binder rises the speed that pond is gradually impregnated with reinforcer 32.One side
Face, if resin binder rises too fast in space 45, then the fiber in reinforcer 32 can not just be impregnated with completely,
On the other hand, if resin binder rises too slow in space 45, then the fiber in reinforcer 32 is impregnated with completely
Before, resin binder begins to hardening.
The elastic nature for the soft shell 311 installed around reinforcer 32 is used as around thing, for controlling to a certain extent
System is applied to the external pressure that resin binder rises pond.The elasticity of soft shell 31 be may be selected, and desired speed is soaked to realize
Rate.Tensile force that the elastic force applied by shell 31 is applied to the inflatable courage 24 limited by inner tube 21 provides to a certain degree flat
Weighing apparatus.
Inflatable courage 24 is maintained at inflated condition, until resin binder be sufficiently hardened ensure that pipe form and
Shape, can then discharge expansion fluid from expansion chamber 29.So as to form pipe 10, the center in pipe is limited by liner 15
Flow channel.
Inner tube 21 can be carried out as a part for the construction flow of pipe 10 or be assembled at the scene.
In the environment of preform inner tube 21, inner tube 21 is transported to scene with the state of contraction.Inner tube 21 can be with any
A kind of suitable mode is retracted.Typically, by the way that inner tube 21 is folded into contraction state with folding mode, to provide cross section
Compared with compact structure.In structure as shown in FIG. 10 and 11, it is flat that inner tube 21 is shrunk to cross section by a kind of folding mode
Flat state, the folding mode defines two longitudinal edge 51 and positioned at the folding part 52 between them.Using this structure, indulge
Compact form can be provided to edge 51 with contact located adjacent one another.In structure as shown in figs. 12-15, a kind of Foldable square is used
Inner tube 21 is shrunk to the state of flat cross section by formula, and the folding mode defines two longitudinal sidepieces 53 and positioned between them
Recessed folding part 54.Using this structure, a longitudinal direction side of each recessed folding part 54 all from the inner tube 21 of contraction is inside
Extension.Figure 13 is the cross-sectional view of the inner tube 21 of folded state.In fig. 14, inner tube 21 is in the flat state in part.
In fig .15, inner tube 21 is in totally flat state.In the manufacturing process of pipe 10, inner tube 21 is different in each stage
Under state.
Reinforcer 32 is installed around inner tube 21.Particularly, reinforcement fabric tubular layer 35 is installed around inner tube 21 successively.Such as
Upper described, each reinforcement fabric tubular layer 35 is formed by respectively having the reinforcement fabric material strips 41 of longitudinal edge 43 to assemble, and these are indulged
Connected together to edge at joint 44 with overlapping relation to form tube construction.
Each tubular layer 35 arranged by series 36, the series with most inner tubular layer 35a, outermost tubular layer 35b and
The one or more intermediate tubulars layer 35c being placed between most inner tubular layer 35a and outermost tubular layer 35b.This series of tubular layer
35 have gradually increased diameter, with preferably assembling and alignment between offer, so as to provide the structure precision of pipe 10.
In order to adapt between tubular layer 35 gradually increased diameter, corresponding reinforcement fabric material strips 41 need to be different width, should
Width gradually increases from most inner tubular layer 35a to outermost tubular layer 35b.Each tubular layer 35 is designed to by pressing to inner tube 21
The aeration power of fluid and be inflated, open or be deployed into its maximum gauge so that provide component it is fully expanded wherein
Fiber sustain the load of pipe 10 in operation.
As described above, each tubular layer 35 so in positioning series 36 so that each joint 44 is offset with one another, such as Fig. 8 institutes
Show.
The second state is transitioned into by gradually moving bar 41 from first state, and each pipe is assembled into by each self-corresponding bar 41
Shape layer 35, bar is flat wherein in first state, and bar is the overlapping tubular structure in edge 43 in the second state.In figure 16,
Shown bar 14 has a part of 41a in first (flat) state and another part in second (tubulose) state
41b.In a first state, bar 41 can be stored on spool 56 with coiling form 55, as shown in figure 16.
Assembly system 60 is used to gradually move each (flat) status transition of bar 41 from first to second (tubulose) state, is used in combination
In overlapping edge 43 is mounted together to set up joint 44, so as to form tubular layer 35.With bar 41 from first (flat) shape
State movement is transitioned into second (tubulose) state, and it gradually surrounds inner tube 21.
Assembly system 60 includes guiding system 61, and it is used to gradually moving each article 41 from first (flat) status transition to the
Two (tubulose) states.As shown in figure 17, guiding system 61 includes guide rail 62, and the guide rail 62 includes main body 63, and the main body 63 is limited
Arrival end 64, the port of export 65 and the path of navigation 66 extended between arrival end and the port of export.Main body 63 is configured to tool
Have the tubular structure 67 of longitudinal edge portions 68, the longitudinal edge portions 68 arranged and be separated in overlapped mode with
Axial clearance 69 is limited between them.It is constructed so as to tubular structure 67 so that path of navigation 66 is from arrival end 64 to the port of export 65
Taper inward.Using this structure, tubular structure 67 can provide the guiding surface 67a being tapered, with each edge of bar 41
When path of navigation 66 advances from arrival end 64 to the port of export 65, guiding surface 67a is presented in each bar 41, and make bar 41 by
Gradually from the first (flat) status transition at arrival end 64 to second (tubulose) state at the port of export.As bar 41 is along guiding
Surface 67a is moved, and the longitudinal edge 43 of bar is gradually inwardly turned by the profile being tapered, the side longitudinal edge of bar 41
43 parts enter in the axial clearance 69 of tubular structure 67, and opposite side longitudinal edge 43 is protruded from inward flange 68a.Using this
Structure is planted, longitudinal edge 43 is gradually joined together, comes together to set up joint 44 in case being installed in an overlapping manner, and
Complete the formation of tubular layer 35.
As bar 41 is installed in tubular structure to form tubular layer 35, inner tube 21 is also along path of navigation 66 from entrance
Moved to the port of export 65 at end 64.By this way, tubular layer 35 can be installed around inner tube 21 and thereby surround inner tube.
Similarly, most interior intermediate tubular layer 35c can be installed around tubular layer 35a and inner tube 21, and tubular layer 35a is around inner tube
21 form, and then any other intermediate tubular layer 35c and final outermost tubular layer 35b can pacify around previous tubular layer 35
Dress.
Tubular structure 67 can merge for attracting and on the device of guiding surface 37a maintaining items 41.This device can be with
Including the suction system containing multiple holes on guiding surface 67a, as bar is moved along path of navigation 66, suction is applied in
Contacted on to guiding surface so that bar 41 is pulled to guiding surface.
Assembly system 60 still further comprises guide reel 71, and each bar 41 is at it from spool 56 to the arrival end of tubular structure 67
Rotated on 64 path around roller 71, so as to which the accurate alignment of bar 41 is entered in tubular structure 67.
Assembly system 60 is still further comprised with reference to system 71, for overlapping edge 43 to be combined to set up joint
44, so as to complete the formation of tubular layer 35.As shown in figure 18, device 72 is included with reference to system 71, the device is used on overlapping side
Apply hotmelt between edge 43, then connect together edge to set up joint 44.In shown structure, this device
72 include transfer head 73, for transmitting one or more holt melt adhesive strips 74 between overlapping edge 43.Transfer head 73 is adapted to
In received by way of transmission line come from source 75 hotmelt supply.
Device 76 is still further comprised with reference to system 71, the device utilizes the hotmelt between overlapping edge 43 will weight
Edge join is folded to together to set up joint 44.In shown structure, this device 76 includes pressure head 77, for by overlapping edge
43 are forced together.Pressure head 77 includes the pressure roller 78 of two mutual cooperations, and overlapping edge 43 is passed through, is pressed together between them
To set up joint 44 by hotmelt.Although not shown in figure, assembly system 60, which is further comprised, to help quickly
The device of hotmelt is set.This device may include nearby to transmit cooling agent, the structure of such as cold air to joint 44.
The construction process of the pipe 10 according to the present embodiment is described more fully below.In this embodiment, pipe 10 exists
Constitute, and be gradually put into the pipe trench 79 for accommodating pipe on the basis of continuous.The pipe 10 is knitted being immersed in reinforcement
Just it is placed in pipe trench 79 before resin binder curing in the felt layers 17 of thing 34 and liner 15.Solidification occurs in pipe
After 10 are put into pipe trench 79.In this fashion, pipe 10 is in soft condition, in order to which it is placed directed into pipe trench
In correct position, and hardened once in place.
Referring now to Fig. 1, pipe 10 is mounted in mobile installation equipment 80, and the equipment is configured to the form of vehicle, energy
It is enough to be moved along pipe trench 79, so that the pipe 10 being formed continuously can be bent in pipe trench 79 from mobile equipment 80 of installing.Can
To make pipe 10 solidify in pipe trench 79 in any suitable manner.In shown structure there is provided solidified cell 71 with
Gradually moved along pipe trench 79, to apply curing operation to the pipeline section placed recently.Solidified cell 71, for example, can be to pipe
10 application heat or other radiation, such as UV radiation or light (according to the performance of resin binder), to contribute to solidification process.
In one optional structure, resin binder can include suitable catalyst to solidify pipe in ambient conditions.
Mobile equipment 80 of installing includes pipe assembly line 82, (it is expressed as two parts, Figure 19 A and 19B) as shown in figure 19.
Referring to Figure 19 A, assembly line 82 includes bar shaped and the supply for the material 83 being stored on roller 85.Material 83 is liner
15 provide the layer of the resin adhesive material 17 of adhesion thereon.Material 83 is gradually unwind from roller 85, and is used as bar 23
The first station 87 is sent to, in the station, bar 23 is formed as inner tube 21.As it was previously stated, bar 23 by longitudinally wound into tubulose
Structure is to provide inner tube 21, and longitudinal edge 25 is abutted to form abutting joint 26, and connection strap 27 is applied to inner tube 21
Inner side provides continuous, fluid impermeable connection to ride on abutting joint 26.
Assembly line 82 still further comprises the supply of one or more materials 91, and they are all bar shaped and in the form of roller 55
It is stored on corresponding spool 56.In the structure shown in Figure 19 A, with two spools 56 or other quantity.Material
Material 91 provides the reinforcement fabric 34 for including reinforcing fibre, and the reinforcing fibre has the characteristic that four axial direction fibres are oriented.Material 91 from
Gradually unwind on corresponding spool 56 and be sent to the second station 95 as bar 41, in the station, it, which is formed, surrounds inner tube
21 each reinforcement fabric tubular layer 35.As it was previously stated, each reinforcement fabric tubular layer 35 is made up of reinforcing fibre material strips 41, this
It is joined together to form tubular layer with overlapping relation.Overlapping edge 43 is installed to together to ensure that tubulose is formed.At this
In individual embodiment, overlapping edge 43 is installed to together by sweat soldering.As it was previously stated, each tubular layer 35 cloth close to each other
Put, and arranged around inner tube 21.Adjacent tissue layer 33 is incorporated into together by hot weld or chemical bond processing.Layer can be wrapped
Include bonding agent or form material, more effectively to combine layer.This can be for example including chopped strand mat, felt or account, to carry
Laminar shear power between high high intensity quadaxial fabric layer, and allow more easily to discharge air from laminate.
Reinforcement fabric tubular layer 35 and inner tube 21 provide tube construction 100.Tube construction 100 is sent to the 3rd station
103, at the station, it is compressed between pressure roller 105, with vent the air overboard, and make resin binder and reinforcer 32 and
Adjacent resin absorbent layer 17 is directly contacted.
Then, tube construction 100 is transmitted to the 4th station 105, and at the station, it is soaked with resin binder.In the structure
In, tube construction 100 passes through resin bath 107, is surround between roller 109, and resin binder is attached into felt 17 and reinforcement
In fabric 34.At least some of roller 109 is actuated to aid in the motion of tube construction 100.
Then, tube construction 100 is sent to the 5th station 111, at the station, and it is engaged with will be unnecessary by expansion rotor 113
Resin binder is removed, and is collected in catchment area 115.
Then, the tube construction 100 for being soaked with resin binder is sent to the 6th station 117, at the station, installs soft shell
31, to complete the assembling of tube construction 100.Referring now to Figure 19 B, the tube construction 100 assembled is sent to the 7th station
121, at the station there is provided compression set 125, the device includes two annular drives 127, can led to which defines tube construction 100
The passage 129 crossed.The tube construction 100 assembled is compressed in passage 129, to limit blocking region 123, and the region is blocked up
Fill in along the air duct inside the tube construction assembled.Two annular drives 127 include opposed member 131, such as clamping plate, its
It can operate to be spaced pinching tube construction 100, and close air flow circuit, while allowing the resin being impregnated with tube construction to glue
Mixture passes through blocking channel 129.
Compression set 125 also applies tractive force to the tube construction 100 assembled, and it is transmitted along its path.
By internally introducing expansion fluid, such as air, come make the complete tube construction 100 of assembling exceed device 125
Section 100a expansions, define expansion chamber 29 inside this.This causes the tube construction 100 assembled simultaneously radial and axial swollen
It is swollen that there is provided its form and shape.The expansion of the tube construction 100 assembled is used in all directions stretching reinforcement fabric pipe 35
In the circumference stress and axial stress load-carrying properties that improve pipe 10.Particularly, the expansion is additionally operable to reinforcement fabric tubular layer
Fiber in 35 carries out prestress, to improve circumference stress load-carrying properties, while can also axial tension reinforcement fabric tubular layer
To carry out axial tensioning to fiber therein, to improve the tension load load-carrying properties of pipe 10.
Due to as it was previously stated, the blocking region for the tube construction 100 that end has been assembled is closed, so expansion fluid will not
Overflowed from expansion chamber 29.In other words, compression set 125 can be used as closing the valve of the inside of tube construction 100, swollen to prevent
Dilatant body overflows from expansion chamber 29.In addition, compression set 125 also acts as lock, to keep by the inner tube with expansion fluid
The expansion load that 21 inflation is applied.Also further, compression set 125 can be used as starting technological process before inflation starts
Driver.
As it was previously stated, soft shell 31 is used to resist being radially expanded for reinforcement fabric tubular layer 35, so that reinforcer
32 can bear radial compression.Reinforcer 32 is limited in the space 45 between expansion inner tube 21 and soft shell 31.Radially
The inner tube 21 of expansion is operated with together with soft shell 31, causes wherein limitation to have the volume in the space 45 of reinforcer 32 gradually
Reduce.This promotes the resin binder in reinforcer 32 gradually to increase in space 45 and replace air, finally fully penetrates into and adds
Strong part 32;That is, the layer 33 for being configured to the reinforcement fabric 34 of tubular layer 35 becomes " to soak " completely.By this way, compel
Resin binder is passed through the layer 33 of reinforcement fabric 34, resin binder is distributed in space 45 in the way of controllable and be limited
In.
One of the present embodiment is particularly characterized in that, the step of sending resin binder to reinforcer 32 and will strengthen
The step of part 32 is soaked completely with resin binder is to separate and visibly different operation.Particularly, pass through in tubular structure 100
Before pressure device 125, resin binder is introduced into tubular structure 100, and has already passed through and is press-fited in tubular structure 100
Put after 125, follow hard on expansion fluid and introduce expansion chamber 29 and resin binder is soaked reinforcer 32 completely.
In addition, being gradually reduced for volume in the space 45 where reinforcer 32 is played the work of air discharge out of space 45
With this has the effect for the immersion for improving the resin binder in reinforcer 32, as previously described.
In the stage, resin binder does not solidify, so being installed in the mobile portion for installing the pipe 10 in equipment 80
Section 10a is in flexible state.The uncured section 10a of pipe 10 leaves mobile installation equipment 80, is directed into pipe trench 79,
As previously described.Pipe 10 solidifies in any suitable manner in pipe trench 79.In described structure, solidified cell
71 are progressively moved along pipe trench 79, and curing operation is applied with the section placed recently to pipe.
The tube construction 100 assembled is maintained at inflated condition, is enough to keep pipe until resin binder has been hardened to
10 form and shape, then, from the release expansion fluid of expansion chamber 29.So as to which pipe 10 shapes, liner 15 defines pipe 10
In central flow passage.
Progressively assembled by described before the institute of tubular structure 100, therefore can have starting end 133 and terminal 135.Typical case
Ground, for the expansion fluid of inner tube 21, such as air is introduced into by the starting end 133 of tubular structure 100.
Figure 20 shows starting end 133.In shown structure, starting end 133 is mounted together with end fitting 136, should
End fitting 136 includes end flange portion 137 and cannula portion 138.When starting end 133 occurs at compression set 125, end
Accessory 136 is just installed on starting end 133 at once.Installation steps include inserting cannula portion 138 into the end of tubular structure 100
Starting end 133, is then clamped in cannula portion by portion, generally passes through clamping device 139, such as hasp or clamping ring.Ring is (not
Show) starting end 133 is installed to, so that its shaping carrys out the cannula portion 138 of receive end accessory 136.
Flange portion 137 has the supply department 141 for being used for connecting with fluid line 142, and the fluid line is used to flow expansion
Body is sent in inner tube 21.In shown structure, supply department 152 includes port 143, and the delivery end section of fluid line 142 extends
Pass through the port.
Figure 21 and 22 shows terminal 135.In shown structure, terminal 135 is pacified with closing the end fitting 144 of the end
It is attached to together.End fitting 144 includes clip 145, and the clip is suitable to clampingly engage to be sealed shut this with tubular structure
Terminal 135.Clip 145 is suitable for after tubular structure 100 has completed assembling, but through before compression set 125, is installed to
On tubular structure 100.Clip 145 is suitable for by the passage 129 between two annular drives 127, without disturbing opposed member 131
Operation, the opposed member cooperate with along the compartment of terrain of passage 129 to tubular structure carry out pinching.It is arranged so as to folder
Son 145 is synchronized with the movement with two annular drives 127 so that position of the clip 145 along passage not either phase all with
The point for the opposed member pinching that tubular structure 100 is cooperated by two annular drives 127 coincides.By this way, clip 145
It can pass through while tubular structure 100 are connected to along passage 129, the operation without disturbing opposed member 131.
In concrete condition, it is possible to which needing the end adjacent with terminal 135 of tubular structure 100 has certain cross section
Shape.In this case, profile formation system 146 may be used, as shown in figure 22.Profile formation system 146 includes and the phase
The outer mold 147 for hoping profile corresponding, the arrangement is when the end adjacent with terminal 135 of tubular structure 100 is left
After compression set 125, it passes through mould 147.Internal pressure is applied to the end adjacent with terminal 135 of tubular structure 100
Portion, to promote end outwards to be contacted with mould 147, consequently facilitating applying desired profile to end.In shown structure, via
Apply internal pressure including may expand the inflatable component of courage 148 and associated flexible fluid transmission line 149, expansion fluid can
Transmit to be inflated courage 148 along the circuit.Inflatable courage 148 be suitable for by clip 145 be attached to terminal 135 it
Before, it is inserted into the end adjacent with terminal 135 of tubular structure 100.Fluid bang path 149 extends to tubular structure 100
Outside, through the hole specially formed on tubular structure 100.Inflatable courage 148 is inserted into tubulose in the state of losing heart
In the end of structure 100, and lose heart in the state of together with flexible fluid bang path 149 pass through compression set 125.One
Denier terminal 135 comes out from compression set 125, but is engaged in the end adjacent with terminal 135 of tubular structure 100 by mould 147
Before, just courage 148 is inflated.The inflation of courage 148 applies internal to the end adjacent with terminal 135 of tubular structure 100
Pressure, so as to promote end outwards to be contacted with mould 147, so as to apply desired profile to end.
One of the present embodiment is particularly characterized in that, the step of sending resin binder to reinforcer 32 and will strengthen
The step of part 32 is soaked completely with resin binder is to separate and visibly different operation.Particularly, pass through in tubular structure 100
Before compression set 125, resin binder is passed into reinforcer.Tubular structure 100 have already passed through compression set 125 it
Afterwards, inner tube 21 is inflated.
The inflation of inner tube
Referring now to Figure 23 (it includes two parts, Figure 23 A and 23B), the pipe of the pipe according to second embodiment is shown
Subgroup wiring.Stovepipe assembly 150 is similar in some aspects to the stovepipe assembly 81 used in first embodiment, corresponding attached
Icon is remembered for representing corresponding part.
Second embodiment is soaked resin to tube construction 100 without using resin bath (situation in such as first embodiment) and glued
Mixture.On the contrary, resin binder is sent to the tube construction 100 assembled.
Referring to Figure 23 A, soft shell 31 is installed to include resin-bonding around the complete part of assembling of outside tube structure 100
Agent, description in greater detail below.Shell 31 can be formed by any suitable material, including, such as polyethylene.Shell 151
It is maintained at position, and ultimately forms the intact part of pipe, or can also be removed after its purpose is completed.Assemble shell
31 material 153 is bar shaped and is stored on spool 155.Material 153 is gradually unwind from spool 155, and with bar 156
Transmission is arrived at a station at 157, and at the station, bar is assembled into pipe 159, and the pipe 159 provides shell 31.Pipe 159 is by bar 156
It is completed by overlapping connect together of longitudinal edge by bar 156, forms pipe.By any suitable means, example
The mode such as stitched, weld or ordered connects together overlapping edge to ensure that tubulose shapes.
Resin binder is sent in soft shell 31 by the openend 161 of soft shell 31.Resin binder along
Transmission line 163 is transmitted, and the transmission line is extended in soft shell 31 and with the inside cloth in openend 161 by openend 161
The port of export 162 put.Transmission line 163 receives the resin come from storage cistern 165, such as supplying tank.Pump 167 is used for resin edge
Transmission line 163 from the pump of storage cistern 165 to the port of export 162.Resin binder is passed in soft shell 31, leads to pipe
The pond 171 of 159 bottom, the pipe 159 provides shell 31.
The tube construction 100 assembled is compressed to limit blocking region 123 by compression set 125, compression dress
Put including two annular drives 127.Opposed member 131 (such as clamping plate) in two annular drives 127 cooperates, with
Pinching tube construction 100 simultaneously closes it relative to air duct, but allow the resin of immersion being limited in soft shell 31
Adhesive stream is through blocking channel 129.The action of the element 131 of mutual cooperation is used for the tube construction that compartment of terrain pinching has been assembled
100 and shell 131.This causes resin binder included in shell 31 and collecting in its bottom to be collected in every group of phase
In " cesspit " in the section of shell 31 between the element 131 mutually coordinated, as shown in figure 24.
As the tube construction 100 assembled is gradually moved more than the pressure channel 129 limited by device 125, resin glues
The pond 171 of mixture liner 21 and around flexible shell 31 between annular space 45 in be gradually increasing.Due to expansion
Inner tube 21 is gradually reduced the cross section size of annular space 45, so as to cause the horizontal plane in the pond 171 of resin binder gradually
Rise.This schematically depict in Fig. 8 B and Figure 10-16, and wherein the surface in pond 171 is by the table of reference 177
Show.The pond 171 of the rising of resin binder in annular space 45 gradually replaces the air in annular space.Shell 31 is constructed
Into the discharge for being conducive to air.This may be included in shell 31 and to provide gas relief valve at a slow speed along its length direction interval,
And with a part of the non-woven vent material as shell, so that air discharges from pipe along tube length.In addition,
Or selectively, vacuum point can be provided along the length direction of tubular structure 100.
The surface 177 in the pond 171 being gradually increasing forms the waveform as shown in Figure 23 B center lines 179.
Gradually soak the adjacent Resin Absorbent of reinforcer 32 and liner 21 in the pond 171 being gradually increasing of resin binder
Layer 17.Finally, the tube construction 100 assembled is completely immersed in by resin binder.
Referring now to Figure 32-43, one of the stovepipe assembly 200 for pipe according to 3rd embodiment is shown
Point.Stovepipe assembly 200 is similar to the stovepipe assembly 150 for second embodiment in some aspects, corresponding reference
For representing corresponding part.
Stovepipe assembly 150 for second embodiment is outer using the flexibility installed around the tube construction 100 assembled
Shell 31, comprising resin binder and to set up the pond 171 being gradually increasing of resin binder, has been assembled for gradually soaking
Pipe component 100.
Stovepipe assembly 200 for 3rd embodiment also includes the outside tube knot assembled using soft shell 31
Resin binder in structure and the pond 171 being gradually increasing for setting up resin binder.
In the 3rd embodiment, for the purpose for improving speed control, soft shell 31 is elastic, and the speed is tree
Gradually soak the speed of the tube construction 100 assembled in the pond 171 being gradually increasing of fat adhesive.On the one hand, if annular
The pond 171 of resin binder in space 45 rises too fast, it is likely that can not realize the tube construction 100 to having assembled
Interior fiber soaks completely.On the other hand, if the pond 171 of the resin binder in annular space 45 rises too slow,
Then it is possible to before the fiber in the tube construction 100 assembled soaks completely, resin binder begins to solidify.
The elastic nature of soft shell 31 is used as around thing to a certain extent, for controlling to be applied to resin binder
Rise the external pressure in pond 171.The elasticity of soft shell 31 may be selected, to realize desired wet out rates.Applied by shell 31
Elastic force balance to a certain degree can be carried out to the tensile force applied by inflation inner tube 21.
In this embodiment, tube construction 100 is compressed before the flexibly installation of soft shell 31, to complete pipe
The assembling of structure.In shown structure, the compression of tube construction 100 be by being passed through being configured to the necking down 180 of funnel and
Realize.
Referring now to Figure 44, a part for the stovepipe assembly 300 for pipe according to fourth embodiment is shown.Pipe
Subgroup wiring 300 is similar to the stovepipe assembly 81 for first embodiment in some aspects, and corresponding reference is used for table
Show corresponding part.
In this fourth embodiment, in the assembling process of tube construction 100, resin binder is sent to be formed plus
Each tubular layer 35 of strong part, rather than using the resin bath as employed in first embodiment.By adding around the formation of inner tube 21
Strong woven tube layer 35 and gradually assemble tube construction 100, each tubular layer 35 is each right in corresponding package system 60
The bar 41 answered is formed, as shown in figure 44.As each reinforcement fabric tubular layer 35 has been assembled, a certain amount of resin binder deposition
In the inside of tubular layer.Further, it is also possible to after each tubular layer 35 has been assembled, by resin binder to spray, roller coating or its
His mode is coated in the outside of each tubular layer 35.In structure shown in Figure 44, transmission system 301 is provided with, with formation tubular layer
Each corresponding (flat) status transition of bar 41 from first to second (tubulose) state when, transmission system 301 is used for resin-bonding
Agent material is deposited on the inside of each tubular layer 35.Structure as shown in figure 44, is additionally provided with spraying roller or other systems 303, is used for
After being completed of each tubular layer 35, and before next tubular layer 35 is arranged on around it, resin binder is sprayed to
The outside of each tubular layer 35.Using this structure, resin binder is applied in reinforcer 32, and sky can be used to fill the overwhelming majority
Between, while also allowing resin binder to move across each tubular layer 35, with for subsequent ventilation that air is interior from expansion
The lower region in the space 45 between pipe 21 and soft shell 31 is transferred to the upper zone in the space.
In some occasions, it is possible to need reinforcer 32 and liner 21 adjacent resin absorbent layer 17 it is relatively rapid
Soak, rather than depend only on resin binder as described in the previous embodiment be gradually increasing pond.This occasion is it is for instance possible that relate to
And a kind of pipeline is installed, wherein tubular structure 100 has rake, and in the rake, resin binder is under the influence of gravity
Move down and can not obtain and the gratifying of the adjacent resin absorbent layer 17 of reinforcer 32 and liner 21 is soaked.
Referring now to Figure 45,46 and 47, one of the stovepipe assembly 400 for pipe according to the 5th embodiment is shown
Part.Stovepipe assembly 400 is similar to the stovepipe assembly 81 for first embodiment in some aspects, corresponding reference
For representing corresponding part.
Tubular structure 100 has section 401 in shown structure, and the section is steeply tilted to some degree so that tree
Fat adhesive can be moved down under the influence of gravity, and can not obtain gratifying to the adjacent of reinforcer 32 and liner 21
Resin absorbent layer 17 soaks.
Stovepipe assembly 400 includes device 403, is used to help the adjacent resin absorbent layer 17 of reinforcer 32 and liner 21
Relatively rapid soak.
Device 403 includes the multiple roller row 405 arranged with spaced relationship.Each roller row 405 all include with annular 409 cloth
The multiple rollers 407 put, which defines center annular space 411, the tubular structure 100 assembled is with limited state from the sky
Between in pass through.
Each roller row 405 include the central shaft 413 that construction is circularized, and corresponding roller 407 is rotatably installed in this
On axle.Due to the circular structure of central shaft 413 so that roller 407 is arranged to be angularly disposed with respect to each other.Roller 407 also approaches each other cloth
Put.Due to being arranged at an angle and close arrangement for roller 407, the cylindrical swivel surfaces 415 of roller 407 are in circumferential alignment 405
Inner side 416 at cooperate, to provide rotating contact surface.In addition, at the outside 420 of circumferential alignment 405, in adjacent rollers
Gap 419 is formed between 407.
Roller row 405 are axially spaced from one another, have space 421 between two adjacent rollers row.
Ring 415 is connected with each other to keep roller row 405 in place.In shown structure, axle 413 is connected
Extension bar 426 is connected together.Gap 419 between the adjacent rollers 407 at the outside of circumferential alignment 405 420 exists for connection
The connection of bar 423 to axle 413 provides space.
Once inner tube 21 is inflated, device 403 is just moved along the tubular structure 100 assembled.In structure shown in Figure 45
In, the approaching device 125 of device 403 is arranged below.
Generally, device 403 is pulled behind compression set 125 along the tubular structure 100 assembled.
Device 403 is further adapted for vibration being transmitted to tubular structure 100, so that resin binder is agitated, and improves wetting process.
As shown in figure 48, using this structure, when tubular structure 100 pass through device 403 when, tubular structure 100 by with
The similar operation of wriggling push action.Particularly, when tubular structure 100 passes through each center annular space 411, it is compressed,
Then under the influence of the blowing pressure in inner tube 21, tubular structure 100 expands to intermediate space 419.This continuous compression
Make assembling complete tubular structure 100 that resin binder is scattered and be conducive to relatively rapid soaking reinforcer 32 and interior with expansion
The adjacent resin absorbent layer 17 of lining 21.
Embodiment above is relevant with the construction of pipe 10, and the pipe is gradually placed on the pipe trench for accommodating pipe
In.
The application, including according to the pipe of described and shown each embodiment, and be not limited to gradually be placed on to be used for
Accommodate the pipe in the pipe trench of pipe.
The pipe is also adapted to be placed on the ground, and is directly or indirectly placed in support meanss, such as along it
The suspension holdfast that length is placed.Pipe can also be supported with the state raised, for example the equipment in industry or chemical plant.
One of pipe constructed according to the invention is particularly characterized in:It can be constructed, then in resin binder
It is mounted in place before solidification.In this fashion, pipe is in flexible state, is conducive to it to be directed into properly
Installation site, then once be installed in place, with the solidification of resin binder, pipe is just hardened therewith.In this way,
Pipe in flexible state can be carried or be delivered to desired position, be then mounted before resin binder curing.
This mode is when needing pipe to get around one or more barriers along path is roundabout, or needs pipe
Son is very favorable along the situation of zigzag path.This is ever-present for the pipeline in industry or chemical plant.
Referring now to Figure 49-52, the section of the pipe 10 according to sixth embodiment is shown.According to the pipe of sixth embodiment
One of son 10 includes one or more straight sections, be shown in which in Figure 49, represented with reference 501.Pipe 10 is also
It may include a possible form being shown in which in one or more bent sections, Figure 50, represented with reference 503, schemed
51 also show other possible forms, be represented with reference 505.
Bent section 503 is configured to the curve being gradually curved, with outside 507 and inner side 509.Soft shell 31 is in outside
507 stretchings, shrink in inner side 509, to adapt to curvature.Fiber in reinforcer 32 can skid, to adapt to curvature and disperse negative
Carry.
Bent section 505 is configured to more sharp curve, with outside 511 and inner side 513.The pipe installed by remove group
The section adjacent with inner side 513 of shape structure 100 and form curved section 505, as shown in figure 52, with along inner side create it is recessed
Shaping 515, forms the tube construction 100 assembled in favor of pleated tube structure.In shown structure, removed section
It is V-configuration, so that each recessed shaping 515 has two relative inclined lateral sides 517, the two sides are in bending section
With overlapping relation adjacent in section 505, as shown in figure 51.Joining edge 517 is sealing adhesive to together.
, it is necessary to one section of pipe 10 or at least its length construction and resin binder in pipe in some occasions
It is still flexible after solidification.This occasion extends flexible between just including providing equipment on position and the water surface under water
The pipe 10 of pipeline.
Figure 53 shows the pipe 10 according to the 7th embodiment, and it is configured in this occasion.Pipe 10, for example,
The flexible risers that may be provided between sub-sea location and sea production drilling platform.In such an embodiment, pipe 10 is mounted
Installed on to sea-freight ship at equipment 600, such as ship or barge, pipe 10 are placed into water 601, and the water surface has reference 603
Represent.
Equipment 600 is installed and is equipped with tubular structure 100, tubular structure is the mode similar to preceding embodiment.This
In embodiment, the adjacent resin that equipment 600 is easy to relatively quickly soak reinforcer 32 and liner 21 using device 403 is installed
Absorbed layer 17, as described in above the 5th embodiment.In addition, installing equipment 600 also has supporting construction 605, for being put when it
When putting in water 601, the tubular structure 100 assembled is supported.
In this embodiment, the resin binder hardening used in the construction process of pipe 10, but it is relatively soft
State (with described in preceding embodiment to harden to rigid state relative).Particularly, resin binder is still protected after hardening
Flexibility is held, to provide required flexibility to pipe 10.Resin binder and other adhesives for being suitable for this purpose are being combined
It is known in construction field, its example includes modified rubber polyester, modified rubber vinyl acetate, the poly- sub- peace of modified rubber epoxy
Fat.In this embodiment, rubber modified vinyl ester is preferably as resin binder, because it has high shear strength and excellent
Adhesiveness between layers, and can also provide certain adaptation mobile ability for the structure.
Need to drop to the tubular structure assembled in water during pipe 10 due to placing, therefore use air as internally
The expansion fluid of lining 21 is possible and improper, because air can produce unpleasant buoyancy to the tubular structure assembled.
In this embodiment, expansion fluid is used as using water.Water as expansion fluid comes from surrounding water 601.In shown structure
In, the bottom (i.e. its starting end 133) of the tubular structure of decline has fitting 607, and water is pumped into tubulose by the accessory
Structure 100 expands liner 21.Expansion fluid is introduced to set up and maintain to be located at the horizontal plane above the water surface 603, to set up
Head, the head is used to carry out water fully pressurization so that lining 21 expands as needed.Pipe positioned at the top of the water surface 603
The horizontal plane of shape structure 100 is represented by reference 611.
In this embodiment, compression set 125 is except being the fortune relative to tubular structure as in preceding embodiment
Move and apply outside tractive force, also act as the brake system for the lifting of tubular construction 100 that control is assembled.
Previous embodiment is related to the construction of the pipe for the certain length for constituting pipeline, and the pipeline is between two long distances are leaving from station
Continuous extension.However, the present invention need not be limited to the construction of so long tube.Present invention can also apply to other pipes
Production, is for example adapted for being connected with each other with the production for the pipe for forming pipeline, and other can be used for processing and installation operation
It is used as shorter tube of separate unit.The production of these pipes can be adjusted in factory, such as factory.
Next embodiment, not shown in the accompanying drawings, what it referred to is exactly such a pipe.The embodiment in some aspects with
Embodiment above is similar, therefore using corresponding term in the description to embodiment.
In this embodiment, it is internal to be placed on the core (such as heart axle) suitable for axially and radially expanding, it is outside
The tube construction assembled to provide is arranged around the inside.Before inside is placed on core, during and afterwards, will
Outside is around internal arrangement.The resin binder in reinforcement fabric outside immersion can also immerse the felt layers of interior lining, will
Outside with internal integration together with, as in the prior embodiments.Before resin binder curing, core expansion, so as to cause
The tube construction assembled all expands on radial and axial, so as to provide form and shape.The tube construction assembled it is swollen
The swollen reinforcer made in outside is stretched in all directions, circumference stress and axial stress load for improving pipe 10
Can, as in the prior embodiments.Once resin binder fully solidifies, just the pipe 100 assembled is removed from core, from
And complete the production of pipe.
In this embodiment, core be used to carry out the tube construction assembled the expansion on radial and axial, and
It is non-as in the prior embodiments by expanding fluid.
In another arrangement, relatively short pipe is first by appointing in first, second or third embodiment
What method production pipe, is then cut into a section, every section all constitutes short tube by the pipe.
Connector is needed in its one end or two ends according to the pipe of foregoing any embodiment.Connector is needed to connect pipe
It is connected on other pipes on pipeline, or pipe and another part (such as filter, pump and valve) is attached.In addition,
It there is a need to and connector is installed on pipe at the beginning and end of pipe productive structure flow.
Connector can be installed to tube end by any suitable mode.A kind of mode may include with anchor portion
With the coupling arrangement of connection part, anchor portion is constructed for attachment to pipe, and connection part is rendered as connector (such as attached method
It is blue), on the corresponding connector that is connected on other another pipes or being connected to pipe part to be coupled.
Anchor portion is suitable for being embedded into the abutting end of pipe 10.Anchor portion may be configured to bonded with pipe.This it is bonded can be with
Any suitable mode is obtained, such as by providing the shaping bonded with the outside 13 of pipe 10.The shaping includes laterally projecting
Thing, for example, sell, and it is bonded with reinforcer 32 and the resin binder being immersed.Or, selectively, the shaping can be
Hole, reinforcer 32 and the resin binder being immersed can be located in the hole, play a part of key.In addition, in reinforcer 32
Fiber can be wound, insert or other modes are connected in the shaping, and suitable position is installed to help by anchor portion.
Embodiment above is related to the construction for the combination tubular structure for being configured to pipe.
Present invention can apply to construct any suitable tubular structure, such as including various tubular articles, element, zero
Part or other shapings.Tubular structure includes structural detail, such as axle, beam and column.Tubular structure may also include the sky of composite construction
Core structure section and pipeline.
This tubular structure can be constructed with any suitable mode.Construct the particularly convenient of this tubular structure
Method it is similar to that technique for including being used for described in embodiment of core (such as heart axle) for axially and radially expanding before,
It is outside to be constituted the tube construction assembled of tubular structure around internal arrangement to provide.
The tubular structure 100 that assembles is applied and vibrated so that resin binder agitates and improves the feature of wetting process,
It may be alternatively used for construction according to any one of elongated hollow structure of the present invention.
From the point of view of description above, one of the embodiment is particularly characterized in that resin binder is passed into reinforcement
The step of part 32, is with being independent and visibly different operation the step of soaking reinforcer 21 completely with resin binder.Especially
It is that resin binder is just introduced into tubular structure 100 before tubular structure 100 passes through compression set 125, and when tubulose knot
Structure 100 is passed through after compression set 125, and as expansion fluid is introduced into expansion chamber 29, resin binder soaks reinforcer completely
32。
In addition, being gradually reduced for the volume in the space 45 at the place of reinforcer 32, promotes the air in space 45 to discharge, as before
Described, this, which has, improves the effect that the resin binder in reinforcer 32 is impregnated with.
It will be appreciated that the scope of the present invention is not limited merely to the scope of the embodiment.
In entire disclosure and claims, unless the context requires otherwise, otherwise term " comprising " or its similar deformation
Should be understood that the combination comprising an entirety or entirety, and and other non-excluded overall or overall combinations.
Claims (25)
1. a kind of method for constructing elongated hollow structure, the structure includes inner radial and radially outer, this two merging
To together to provide complete tubular wall structures, this method includes:
The inner radial is provided;
The radially outer is provided around the inner radial;And
Expand the inside;
Wherein described outside includes the outer tube of the fiber reinforcement composite construction surrounded by soft shell;
Wherein there is space between the inner radial and the soft shell;And
Wherein when the internal expansion, the gas between the inside and the outside is discharged.
2. the method as described in claim 1, wherein the gas is air.
3. the method as described in claim 1, wherein it is described it is inside and outside between gas via the ventilation in the shell
Device and discharge.
4. the method as described in claim 1, wherein it is described it is inside and outside between gas via the material of the outside
Discharge, the material of the outside is the displacement to contribute to fluid of fiber.
5. method as claimed in claim 3, wherein the ventilation unit is arranged as the perforation formed in the housing.
6. the method as described in claim 1, wherein the outer tube that the fiber strengthens composite construction includes reinforcer and adhesive.
7. method as claimed in claim 6, wherein reinforcer include one or more layers reinforcement fabric.
8. method as claimed in claim 7, wherein each layer in one or more layers is all configured about inner radial
The tubular layer of arrangement.
9. method as claimed in claim 8, wherein there is multilayer tubular layer to be arranged one another around arrangement and around said inner tube.
10. method as claimed in claim 7, wherein the inside includes the inner tube of liner, tissue layer is bonded to this
On one face of liner, wherein the adhesive for penetrating into reinforcing fibre is also penetrated into tissue layer with by the outside and the internal junction
It is combined together.
11. method as claimed in claim 6, wherein the soft shell is used to resist being radially expanded for reinforcer, so that
Reinforcer bears radial compression.
12. method as claimed in claim 10, wherein reinforcer are limited in the sky between the inside of expansion and soft shell
Between in so that the inside being radially expanded is operated together with soft shell, cause the volume in the space to be gradually reduced so that plus
Adhesive in strong part is completely immersed in reinforcer.
13. method as claimed in claim 11, wherein reinforcer are limited in the sky between the inside of expansion and soft shell
Between in so that the inside being radially expanded is operated together with soft shell, cause the volume in the space to be gradually reduced, so that by gas
Body is discharged from space.
14. method as claimed in claim 10, wherein reinforcer are limited in the sky between the inside of expansion and soft shell
Between in so that the inside being radially expanded is operated together with soft shell, cause the volume in the space to be gradually reduced so that plus
Adhesive in strong part is completely immersed in reinforcer and also discharges air from space.
15. method as claimed in claim 8, wherein the shell and each reinforcement fabric tubular layer are configured to assist in air
Discharge.
16. method as claimed in claim 11, wherein soft shell have some elasticity, compliantly to resist reinforcement fabric pipe
Shape layer be radially expanded.
17. the elasticity of method as claimed in claim 16, wherein soft shell is smaller than inner tube.
18. method as claimed in claim 16, wherein soft shell are flexible, adhesive is gradually soaked for improving
The control of the speed of reinforcer.
19. method as claimed in claim 7, wherein reinforcement fabric include the reinforcement fabric containing reinforcer fiber, the fiber
The characteristic oriented with four axial direction fibres.
20. a kind of elongated hollow structure of method construct as claimed in claim 1.
21. a kind of elongated hollow structure of composite construction, including:
The inside of radial direction and the outside of radial direction;
Wherein this two are merged together to provide complete tubular wall structures;
Wherein there is space between the inside of the radial direction and the outside of the radial direction;And
Wherein when the internal expansion, the gas between the inside and the outside is discharged.
22. elongated hollow structure as claimed in claim 21, wherein external structure strengthen the outer tube of composite construction into fiber.
23. elongated hollow structure as claimed in claim 21, wherein the outside soft shell further comprised around outer tube.
Strengthen 24. elongated hollow structure as claimed in claim 21, wherein fiber strengthen composite construction including one or more layers
Fabric, each layer is all configured about the tubular layer of the internal arrangement.
25. elongated hollow structure as claimed in claim 21, wherein reinforcement fabric include the reinforcement fabric containing reinforcing fibre,
The reinforcing fibre has the characteristic that four axial direction fibres are oriented.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201610811497.4A CN106985427B (en) | 2011-10-31 | 2011-10-31 | Pipe structure |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PCT/AU2011/001401 WO2012054992A1 (en) | 2010-10-29 | 2011-10-31 | Construction of pipes |
CN201180074533.9A CN104081098B (en) | 2011-10-31 | 2011-10-31 | The construction of pipe |
CN201610811497.4A CN106985427B (en) | 2011-10-31 | 2011-10-31 | Pipe structure |
Related Parent Applications (1)
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CN201180074533.9A Division CN104081098B (en) | 2011-10-31 | 2011-10-31 | The construction of pipe |
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CN106985427A true CN106985427A (en) | 2017-07-28 |
CN106985427B CN106985427B (en) | 2020-07-28 |
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CN201180074533.9A Active CN104081098B (en) | 2011-10-31 | 2011-10-31 | The construction of pipe |
CN201610811497.4A Active CN106985427B (en) | 2011-10-31 | 2011-10-31 | Pipe structure |
Family Applications Before (1)
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CN201180074533.9A Active CN104081098B (en) | 2011-10-31 | 2011-10-31 | The construction of pipe |
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JP (1) | JP6009573B2 (en) |
KR (1) | KR101948367B1 (en) |
CN (2) | CN104081098B (en) |
HK (1) | HK1201574A1 (en) |
IL (1) | IL232242A (en) |
MX (1) | MX352503B (en) |
NZ (3) | NZ702945A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
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CN111037935A (en) * | 2019-12-05 | 2020-04-21 | 段霞 | Seamless composite pipe machining method |
CN111156354A (en) * | 2020-02-01 | 2020-05-15 | 华庚新材料科技(嘉兴)有限公司 | Composite pipeline |
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CN105058783B (en) * | 2015-08-27 | 2017-03-29 | 泰州市东方水带有限公司 | Fire hose ectonexine pipe assembling machine |
WO2017185143A1 (en) | 2016-04-28 | 2017-11-02 | Long Pipes Pty Ltd | Flexible tubular structure |
CN110566730A (en) * | 2018-06-06 | 2019-12-13 | 阳程(佛山)科技有限公司 | production method and pipeline arrangement method of building inflatable belt pipe and concrete member |
KR102264510B1 (en) * | 2018-11-16 | 2021-06-11 | (주)엘지하우시스 | EmboRoll |
CN110193959A (en) * | 2019-04-12 | 2019-09-03 | 池州普胜电工材料科技有限公司 | A kind of dilatancy glass hose process units and its processing method |
CN111623067B (en) * | 2020-04-23 | 2021-05-11 | 山东天岳先进科技股份有限公司 | Damping device for vacuum reaction furnace and crystal growth furnace |
CN112356432A (en) * | 2020-09-21 | 2021-02-12 | 淮安市岽盛光电仪器有限公司 | Method for sticking film on inner hole |
EP4098434A1 (en) * | 2021-05-31 | 2022-12-07 | ContiTech Techno-Chemie GmbH | Alternative subprocess for taping wrapped silicon hoses and hose manufactured thereby |
CN113531278B (en) * | 2021-06-18 | 2022-11-22 | 开普瑞环保科技有限公司 | Automatic main pipe front section main pipe production line of trenchless urban pipeline repairing hose |
CN113685613A (en) * | 2021-09-02 | 2021-11-23 | 湖北飞友建设集团有限公司 | Pipeline embedding method for fire engineering construction |
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- 2011-10-31 CN CN201180074533.9A patent/CN104081098B/en active Active
- 2011-10-31 CN CN201610811497.4A patent/CN106985427B/en active Active
- 2011-10-31 JP JP2014537425A patent/JP6009573B2/en active Active
- 2011-10-31 NZ NZ721935A patent/NZ721935A/en unknown
- 2011-10-31 NZ NZ623931A patent/NZ623931A/en unknown
- 2011-10-31 MX MX2014005177A patent/MX352503B/en active IP Right Grant
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Also Published As
Publication number | Publication date |
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JP6009573B2 (en) | 2016-10-19 |
NZ702945A (en) | 2016-07-29 |
CN104081098B (en) | 2016-11-09 |
KR101948367B1 (en) | 2019-02-14 |
CN104081098A (en) | 2014-10-01 |
HK1201574A1 (en) | 2015-09-04 |
IL232242A (en) | 2017-12-31 |
MX352503B (en) | 2017-11-28 |
KR20140072917A (en) | 2014-06-13 |
NZ721935A (en) | 2018-01-26 |
NZ623931A (en) | 2015-02-27 |
CN106985427B (en) | 2020-07-28 |
JP2014532570A (en) | 2014-12-08 |
MX2014005177A (en) | 2014-10-17 |
IL232242A0 (en) | 2014-06-30 |
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