WO2017181714A1 - Revêtement composite non métallique résistant à la corrosion comprenant une coque résistante a la tension dotée en interne d'un ciment expansif précontraint - Google Patents

Revêtement composite non métallique résistant à la corrosion comprenant une coque résistante a la tension dotée en interne d'un ciment expansif précontraint Download PDF

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Publication number
WO2017181714A1
WO2017181714A1 PCT/CN2016/111994 CN2016111994W WO2017181714A1 WO 2017181714 A1 WO2017181714 A1 WO 2017181714A1 CN 2016111994 W CN2016111994 W CN 2016111994W WO 2017181714 A1 WO2017181714 A1 WO 2017181714A1
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WO
WIPO (PCT)
Prior art keywords
tension
resistant
casing
metallic
liner
Prior art date
Application number
PCT/CN2016/111994
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English (en)
Chinese (zh)
Inventor
徐宝安
Original Assignee
淄博环能海臣环保技术服务有限公司
徐宝安
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Application filed by 淄博环能海臣环保技术服务有限公司, 徐宝安 filed Critical 淄博环能海臣环保技术服务有限公司
Publication of WO2017181714A1 publication Critical patent/WO2017181714A1/fr

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Classifications

    • 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
    • F16L5/00—Devices for use where pipes, cables or protective tubing pass through walls or partitions
    • F16L5/02—Sealing
    • 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
    • F16L51/00—Expansion-compensation arrangements for pipe-lines
    • 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
    • F16L57/00—Protection of pipes or objects of similar shape against external or internal damage or wear
    • F16L57/02—Protection of pipes or objects of similar shape against external or internal damage or wear against cracking or buckling
    • 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
    • F16L58/00—Protection of pipes or pipe fittings against corrosion or incrustation
    • F16L58/02—Protection of pipes or pipe fittings against corrosion or incrustation by means of internal or external coatings
    • F16L58/04—Coatings characterised by the materials used
    • 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
    • F16L59/00—Thermal insulation in general
    • F16L59/02—Shape or form of insulating materials, with or without coverings integral with the insulating materials

Definitions

  • the present invention relates to a tension-resistant outer casing built-in prestressed expanded cement composite anticorrosive non-metallic liner, which belongs to the field of liquid containers.
  • a pressurized water tank and a liquid medium container usually include a corrosion-resistant material such as stainless steel, glass, plastic, glass steel, ceramics, or the like; or an enamel, rubber-lined, or rotational molding process.
  • a corrosion-resistant material such as stainless steel, glass, plastic, glass steel, ceramics, or the like
  • an enamel, rubber-lined, or rotational molding process due to different application conditions, there are many problems with the product, which is not satisfactory. For example, in the welding process of stainless steel pressure-bearing inner tank, the anti-corrosion metal structure of stainless steel is destroyed.
  • a rigid anti-corrosion non-metallic pressure-bearing inner liner having at least one mortise, corresponding to its shape and size, an expansion grout filling nozzle on the pipe wall, and a corresponding expansion slurry filling pipe nozzle
  • the shape and the nozzle of the rigid anti-corrosion non-metallic pressure-bearing inner tank are matched with the shape of the tension-resistant casing and the nozzle.
  • the tension-resistant outer casing is wrapped with a rigid anti-corrosion non-metallic pressure-bearing inner liner, and the rigid anti-corrosion non-metallic pressure-bearing inner liner is provided through a rigid anti-corrosion non-metallic pressure inner liner and a tension-proof outer casing.
  • the outer casing mouth, and the rigid anti-corrosion non-metallic pressure inner liner inner wall, and the tension-resistant outer casing wall are symmetrically positioned, and the nozzle gap is blocked. After that, the nozzle is filled with the expanded cement slurry provided on the tension-resistant casing, and the expanded cement slurry is filled into the tension-resistant casing, and the gap between the rigid anti-corrosion and non-metallic pressure-bearing inner tank is shaken, and the tension-resistant casing is placed.
  • the expanded cement slurry on the body is filled with the nozzle, and the plug is closed by the filling nozzle, so that the expanded cement slurry expands during the solidification process, and the rigid anti-corrosion non-metallic pressure-bearing inner tank is pressurized, and the tension-resistant outer casing is given rise.
  • Rigid anti-corrosion non-metallic pressure-bearing liners including liners with internal diameters such as liners and nozzles, and conical liners with non-equal diameters for inner and inner tubes.
  • the inner liner and the tension-resistant outer casing of the inner liner and the nozzle are directly positioned and filled with the expanded cement slurry.
  • the inner liner and the non-equal diameter of the nozzle, and the tension-resistant outer casing the inner liner is placed in the outer part of the tension-resistant part of the outer casing, and the other part of the tension-resistant outer casing is placed on the inner casing. Then, after connecting the two parts of the tension-resistant casing into one, set the position and fill the expanded cement slurry.
  • the tension-resistant housing is laterally segmented, or the tension-resistant housing is longitudinally segmented.
  • the tension-resistant casing mouth, and the rigid anti-corrosion non-metallic pressure-bearing liner pipe, through the expansion cement, constitute the connection pipe of the pre-stressed expansion cement composite anti-corrosion non-metallic liner built into the tension-resistant casing, and the connection pipe is connected It has a mounting connection sealing surface.
  • the installation connection sealing surface comprises a flange connection sealing surface provided with a flange, a nozzle connection sealing surface provided with a buckle groove, a nozzle connection sealing surface provided with a groove, and a nozzle opening sealing surface provided with a threaded thread.
  • a tension-resistant casing with a pre-stressed expanded cement composite anti-corrosion non-metallic liner including a rigid anti-corrosion non-metallic pressure-bearing liner, a tension-resistant casing, and an expanded cement.
  • the tube wall is provided with an expanded cement slurry filling nozzle, and a corresponding pressure-resistant outer casing of the filling nozzle tube, the shape and the nozzle of the rigid anti-corrosion non-metallic pressure-bearing inner tank, and the tension-resistant outer casing The shape and the nozzle are symmetrically matched.
  • the tension-resistant outer casing is wrapped with a rigid anti-corrosion non-metallic pressure-bearing inner liner, a positioning connection device provided by a rigid anti-corrosion non-metallic pressure-bearing inner tube nozzle and a tension-resistant outer casing mouth, and two rigid cavities in a rigid anti-corrosion non-metallic pressure-bearing inner tank Between the two, or two rigid anti-corrosion non-metallic pressure-bearing liners, the lacings are connected by welding, or by bolts.
  • the rigid anti-corrosion non-metallic pressure-bearing inner tube mouth and the tension-resistant outer casing mouth, and the space between the rigid anti-corrosion non-metallic pressure inner liner inner wall and the tension-resistant outer wall are symmetrically positioned, and the nozzle gap is blocked.
  • the nozzle is filled with the expanded cement slurry provided on the tension-resistant outer casing, and the expanded cement slurry is filled into the gap between the tension-resistant outer casing and the rigid anti-corrosion non-metallic pressure-bearing inner tank to be vibrated, and the tension-resistant outer casing is placed thereon.
  • the expanded cement slurry is filled into the nozzle, and is closed by the filling nozzle tube, so that the expanded cement slurry expands during the solidification process, and the rigid anti-corrosion non-metallic pressure-bearing inner tank is pressurized, and the tension-resistant outer casing is given a tensile force. Prestressing is formed between the tension resistant outer casing and the rigid, corrosion resistant, non-metallic, pressurized bladder.
  • Rigid anti-corrosion non-metallic pressure-bearing liners including liners with internal diameters such as liners and nozzles, and conical liners with non-equal diameters for inner and inner tubes.
  • the inner liner and the tension-resistant outer casing of the inner liner and the nozzle are directly positioned and filled with the expanded cement slurry. Or the tension-resistant casing is laterally segmented, or the tension-resistant casing is longitudinally segmented.
  • the inner liner and the non-equal diameter of the nozzle, and the tension-resistant outer casing need to first place the inner liner in the tension-resistant partial outer casing, and then the other part of the tension-resistant outer casing is set on the inner casing. Then connect the two parts of the tension-resistant casing into one, then set the position and fill the expanded cement slurry.
  • the tension-resistant casing mouth, and the rigid anti-corrosion non-metallic pressure-bearing liner pipe, through the expanded cement, constitute a connection pipe of the pre-stressed expanded cement composite anti-corrosion non-metallic inner liner of the tension-resistant casing, and the connection pipe joint is provided with a connection sealing surface.
  • the installation connection sealing surface comprises a flange connection sealing surface provided with a flange, a nozzle connection sealing surface provided with a buckle groove, a nozzle connection sealing surface provided with a groove, and a nozzle connection provided with a threaded thread buckle Sealing surface.
  • a tension-resistant outer casing is provided with a prestressed expanded cement composite anticorrosive non-metallic inner liner, including a rigid anticorrosive non-metallic pressure-bearing inner liner, a tension-resistant outer casing, and an expanded cement.
  • the rigid anti-corrosion non-metallic straight-through rigid anti-corrosion non-metallic pressure-bearing inner liner wall has at least one side provided with a plurality of holes arranged in a straight line according to the set position. Or on opposite sides of the inner wall of the bladder, there are a plurality of holes arranged in a straight line according to the set position.
  • the shape and the nozzle of the rigid anti-corrosion non-metallic pressure-bearing inner tank of a plurality of tube holes the set is placed corresponding to the shape and size thereof, the expansion wall slurry filling nozzle is arranged on the pipe wall, and the nozzle tube corresponding to the expansion cement slurry is filled Block the tension inside the casing.
  • the shape, size and nozzle of the tension-resistant casing are packaged in one-to-one correspondence with the shape, size and nozzle of the rigid anti-corrosion non-metallic pressure-bearing liner.
  • the tension-resistant outer casing, the gap-wrapped rigid anti-corrosion non-metallic pressure-bearing inner tank, the rigid anti-corrosion non-metallic pressure-bearing inner tube nozzle is provided through a rigid anti-corrosion non-metallic pressure-bearing inner tube nozzle and a positioning connection device provided between the tension-resistant outer casing ports, And the tension-resistant casing mouth, and the rigid anti-corrosion non-metallic pressure liner liner wall, and the tension-resistant casing wall, the gap is symmetrically supported and positioned, and the gap between the two nozzles is blocked.
  • the nozzle is filled with the expanded cement slurry provided on the tension-resistant casing, and the expanded cement slurry is filled into the tension-resistant casing, and the vibration is filled in the gap between the rigid anticorrosive and non-metallic pressure-bearing inner casing.
  • the expansion cement slurry on the outer casing of the tension-resistant outer casing is filled into the nozzle, and is closed by the filling nozzle.
  • the expanded cement slurry expands during the solidification process, exerts pressure on the rigid anti-corrosion non-metallic pressure-bearing inner tank, gives the tensile strength to the tension-resistant outer casing, and forms a pre-stress between the tension-resistant outer casing and the rigid anti-corrosion non-metallic pressure-bearing inner liner. .
  • Rigid anti-corrosion non-metallic pressure-bearing liners including pipes and nozzles, etc., pipes and nozzles are not equal in diameter.
  • Rigid anti-corrosion non-metallic pressure-bearing liner and non-equal diameter riser pipe, and tension-resistant casing set first need to put the rigid anti-corrosion non-metallic pressure-bearing inner liner in the longitudinal quilted tension-resistant casing, and then The quilting connection of the tension-resistant casing is closed, and the inner and outer pipe joints of the set are supported and closed, and the expanded cement slurry is filled.
  • the tension-resistant casing is longitudinally divided into half, and the half-strength tension-resistant casing is butt-joined on the rigid anti-corrosion non-metallic pressure-bearing inner casing, and then the quilting connection of the tension-resistant casing is closed, and then the inner and outer nozzles of the set are closed.
  • the support is positioned and closed, and the expanded cement slurry is filled.
  • the inner pipe must be placed in the separate tension-resistant part of the casing, and then the tension resistance
  • the other part of the outer casing is set on the inner casing, and then the two parts of the tension-resistant outer casing are connected together, and then the inner and outer pipe joints of the set are supported and closed, and the expanded cement slurry is filled.
  • the tension-resistant casing mouth, and the rigid anti-corrosion non-metallic pressure-bearing liner pipe, through the expanded cement, constitute a connection pipe of the pre-stressed expanded cement composite anti-corrosion non-metallic inner liner of the tension-resistant casing, and the connection pipe joint is provided with a connection sealing surface.
  • the installation connection sealing surface comprises a flange connection sealing surface provided with a flange, a nozzle connection sealing surface provided with a buckle groove, a nozzle connection sealing surface provided with a groove, and a nozzle opening sealing surface provided with a threaded thread.
  • a tension-resistant outer casing is provided with a prestressed expanded cement composite anticorrosive non-metallic inner liner
  • the rigid anticorrosive non-metallic pressure inner liner comprises a non-metallic inner liner and a ceramic inner liner.
  • the non-metallic inner liner is formed by glass blow molding, or by glass welding, or by hot pressing of glass, and then by glass welding, and the non-metallic inner liner is annealed.
  • the ceramic liner blank is grouted by a gypsum mold, or the ceramic liner blank is extruded or pressed into a mold, and then bonded by a glaze.
  • the inner wall of the ceramic liner is glazed on one side, or the inner and outer walls of the ceramic liner are glazed on both sides and then fired at a high temperature.
  • a tension-resistant shell built-in pre-stressed expanded cement composite anti-corrosion non-metallic liner is a steel plate outer casing tube
  • the tension-resistant outer casing tube comprises a steel plate coil welding forming, a steel plate rolling buckle synthetic type, a steel plate coil Riveting and forming, steel plate rolling and bolting.
  • the tension-resistant casing tube comprises a longitudinally stretched butt welded joint of the steel plate
  • the tension-resistant outer casing comprises a longitudinally stretched steel plate and a butt joint synthetic type
  • the tension-resistant outer casing comprises a steel plate longitudinally stretched and then butted riveted
  • the tension-resistant outer casing comprises a steel plate longitudinally.
  • the tension-resistant casing tube is a two-piece steel plate symmetric split casing
  • the tension-resistant outer casing is a two-plate symmetrical split outer casing symmetrically folded and folded
  • the tension-resistant outer casing is a two-plate symmetrical split outer casing.
  • the riveted and tension-resistant casing tube is formed by two-plate symmetrical split shells.
  • the glass steel casing includes riveting, bolting, and bonding.
  • the heat-shrinkable plastic casing includes riveting, bolting, bonding, and welding.
  • a tension-resistant casing is provided with a pre-stressed expanded cement composite anticorrosive non-metallic liner, and the expanded cement slurry is a conventional expanded cement slurry or an expanded cement slurry mixed with fibers.
  • a tension-resistant outer casing is provided with a pre-stressed expanded cement composite anti-corrosion non-metallic inner liner, and the outer wall of the rigid anti-corrosion non-metallic pressure-bearing inner liner is original, or a metal reflective film layer is compositely wrapped, and the metal reflective film comprises a metal copper film.
  • the metal aluminum film is formed by including metal vacuum evaporation, metal magnetron sputtering, chemical metal plating, a coating film layer, and a metal bonding film layer.
  • a tension-resistant shell built-in prestressed expanded cement composite anticorrosive non-metallic liner, rigid anti-corrosion non-metal Between the pressure-bearing inner tube mouth and the tension-resistant outer casing, the plastic sealing ring is connected and sealed.
  • a tension-resistant outer casing is provided with a pre-stressed expanded cement composite anti-corrosion non-metallic inner liner, and a joint rigid sealing surface between the composite rigid anti-corrosion non-metallic pressure-bearing inner liner and the end cover is sealed and connected by a plastic sealing ring.
  • a tension-resistant outer casing is provided with a prestressed expanded cement composite anticorrosive non-metallic inner liner, and at least one of the tension-resistant outer casings provided with at least one boring is provided with a prestressed expanded cement composite anticorrosive non-metallic inner liner, which is supported by heat insulation. It is connected and supported by the corresponding outer casing tube, and the interlayer is sandwiched between the two, and the joint package is supported by the foam insulation material to form a heat preservation water tank.
  • the tension-resistant shell is built with pre-stressed expanded cement composite anti-corrosion non-metallic liner, easy to process, high strength, corrosion resistance, long life, good thermal insulation performance, environmental protection, low cost, and can greatly improve the service life of liquid containers.
  • FIGS. 1-1, 1-2, 1-3, 1-4, and 1-5 are built-in prestressed expanded cement composite anticorrosive non-metallic inner liners of a tension-resistant outer casing, and are single-pass equal-diameter connection jaw structures;
  • FIG. 1-6 are FIG. 1-1, 1-2, 1-3, 1-4, and 1-5 are built-in prestressed expanded cement composite anticorrosive non-metallic liners, and single-pass equal-diameter joints. a schematic cross-sectional structure of the mouth;
  • FIG. 2-1, 2-2, 2-3, 2-4, 2-5 are longitudinal structural drawings of a prestressed expanded cement composite anticorrosive non-metallic liner built into a tension-resistant casing, and a single-pass reduced-diameter connection port. ;
  • FIG. 2, 2, 2, 2-3, 2-4, and 2-5 are built-in prestressed expanded cement composite anticorrosive non-metallic liners with a tension-resistant outer casing, and a single-pass reduced-diameter connection port.
  • FIG. 3-1, 3-2, 3-3, 3-4, 3-5 are schematic diagrams of a longitudinal section structure of a prestressed expanded cement composite anticorrosive non-metallic inner liner and a double-pass reduced diameter connecting jaw ;
  • 3-6 is a 3-1, 3-2, 3-3, 3-4, 3-5 tension-proof shell built-in prestressed expanded cement composite anti-corrosion non-metallic liner, double-pass reduced diameter connection mouthpiece Schematic diagram of the cross-sectional structure;
  • FIGS. 4-1, 4-2, 4-3, 4-4, and 5-5 are tensile strength built-in prestressed expanded cement composite anticorrosive non-metal Schematic diagram of the longitudinal section of the liner, the single-pass reduction connection and the double liner of the mouth;
  • FIGS. 4-1, 4-2, 4-3, 4-4, and 5-5 are built-in prestressed expanded cement composite anticorrosive non-metallic liners with a tension-resistant outer casing, and a single-pass reduced-diameter connection port. Schematic diagram of the cross-sectional structure of the double liner;
  • Figures 6-1, 6-2, 6-3, 6-4, 6-5 are built-in prestressed expanded concrete composite anticorrosive non-metallic liners with a tension-resistant outer casing, and double-pass reduced-diameter joints with a double liner. Schematic diagram of longitudinal section structure;
  • FIG. 6-1, 6-2, 6-3, 6-4, and 6-5 are built-in prestressed expanded cement composite anticorrosive non-metallic liners with a tension-resistant outer casing, and a double-pass reduced-diameter connection port.
  • FIGS. 7-1, 7-2, 7-3, 7-4, and 8-5 are built-in prestressed expanded cement composite anticorrosive non-metallic liners with a tension-resistant outer casing, and the longitudinal diameter of the single-pass reduced-diameter joints Schematic diagram of the section structure;
  • FIGS. 7-1, 7-2, 7-3, 7-4, and 8-5 are built-in prestressed expanded cement composite anticorrosive non-metallic liners with a tension-resistant outer casing, and a single-pass reduced-diameter connection port is provided.
  • FIGS. 9-1, 9-2, 10-3, 10-4, 10-5 are built-in prestressed expanded cement composite anticorrosive non-metallic liners with a tension-resistant outer casing, and the double-pass reduced-diameter joints of the double-tank Schematic diagram of the section structure;
  • FIG. 9-1, 9-2, 10-3, 10-4, 10-5 are built-in prestressed expanded cement composite anticorrosive non-metallic liners with a tension-resistant outer casing, and a double-pass reduced-diameter connection port.
  • FIG. 11-1, 11-2, 11-3, 11-4, and 11-5 are built-in prestressed expanded cement composite anticorrosive non-metallic liners with a tension-resistant outer casing, and a single-pass reduced-diameter connection of the mouthpiece 3 or 7 Schematic diagram of the longitudinal section of the gallbladder;
  • FIGS. 12-1, 12-2, 12-3, 12-4, and 12-5 are built-in prestressed expanded concrete composite anticorrosive non-metallic liners with a tension-resistant outer casing, and two-way reduced-diameter joints are provided in 3 or 7 Schematic diagram of the longitudinal section of the gallbladder;
  • FIGS. 13-1, 13-2, 13-3, 13-4, 13-5, 13-6, 13-7, 13-8 are built-in prestressed expanded cement composite anticorrosive non-metallic liners with a tension resistant outer casing , a single-pass or double-pass reducer connection schematic diagram of the cross-sectional structure of the 3, 4, 5, 6 or 7 liners;
  • FIGS. 14-1, 14-2, and 14-3 are longitudinal sectional structural views of a prestressed expanded concrete composite anticorrosive non-metallic inner liner with a tension-resistant outer casing, and a three-way reduced diameter single-connected jaw inner liner;
  • FIGS. 15-4 and 15-5 are longitudinal sectional structural diagrams of a prestressed expanded cement composite anticorrosive non-metallic inner liner with a tension-resistant outer casing and a three-way reduced diameter single-connected jaw inner liner;
  • FIG. 15-6 is a schematic cross-sectional structural view of a prestressed expanded concrete composite anticorrosive non-metallic inner liner with a tension-resistant outer casing and a three-way reduced diameter single-connected jaw liner;
  • FIGS. 16-1, 16-2, and 16-3 are longitudinal sectional structural views of a tension-proof outer casing built-in prestressed expanded cement composite anticorrosive non-metallic liner, and a three-way reduced diameter single-connected jaw liner;
  • FIGS. 17-4 and 17-5 are longitudinal sectional structural diagrams of a prestressed expanded cement composite anticorrosive non-metallic inner liner and a three-way reduced diameter single-connected split liner;
  • FIG. 17-6 is a schematic cross-sectional structural view of a prestressed expanded cement composite anticorrosive non-metallic liner built in a tension-resistant casing, and a three-way reduced diameter single joint port liner;
  • FIGS. 18-1, 18-2, and 18-3 are longitudinal cross-sectional structural diagrams of a prestressed expanded cement composite anticorrosive non-metallic inner liner and a single side boring joint inner liner;
  • FIGS. 19-4, 19-5, and 19-6 are longitudinal sectional structural views of a prestressed expanded cement composite anticorrosive non-metallic inner liner and a single-sided boring and communicating inner liner;
  • FIGS. 20-7 and 20-8 are longitudinal sectional structural views of a prestressed expanded concrete composite anticorrosive non-metallic inner liner and a single-sided boring and communicating inner liner.

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Abstract

L'invention concerne un revêtement composite non métallique résistant à la corrosion comprenant une coque résistante à la tension dotée en interne d'un ciment expansible précontraint, comprenant un revêtement non métallique rigide résistant à la corrosion et supportant la pression (7), une coque résistante à la tension (4) et un ciment expansif (2). La forme et l'orifice de tuyau du revêtement non métallique rigide résistant à la corrosion et supportant la pression (7) doté d'au moins une ouverture correspondent, de manière univoque, à la forme et à l'orifice de tuyau de la coque résistante à la tension (4). Le revêtement non métallique rigide résistant à la corrosion et supportant la pression (7) est enveloppé dans la coque résistante à la tension (4) avec un dégagement. Au moyen d'un dispositif de positionnement et de raccordement disposé au niveau d'un orifice de tuyau (8) du revêtement non métallique rigide résistant à la corrosion et supportant la pression et d'un orifice de la coque résistante à la tension, l'orifice de tuyau (8) du revêtement non métallique rigide résistant à la corrosion et supportant la pression et l'orifice de la coque résistant à la tension, ainsi qu'une paroi du revêtement non métallique rigide résistant à la corrosion et supportant la pression et une paroi de la coque résistante à la tension, sont positionnés l'un par rapport à l'autre avec un dégagement symétrique, et un espace entre les orifices de tuyau est rendu étanche. Le coulis de ciment expansif est injecté dans la coque résistante à la tension (4) et est rendu étanche à l'intérieur d'un bouchon de buse d'injection (5) de celle-ci, de sorte que le coulis de ciment expansif se dilate dans le processus de solidification, exerçant ainsi une force de pression sur le revêtement non métallique rigide résistant à la corrosion et supportant la pression (7) et une force d'expansion sur la coque résistante à la tension (4) ; et une buse d'injection (6) est rendue étanche avec le bouchon de buse d'injection (5) de celle-ci. Le revêtement composite non métallique résistant à la corrosion comprenant une coque résistante à la tension dotée en interne d'un ciment expansif précontraint est facile à usiner, résistant à la corrosion, présente une longue durée de vie et est écologique, hygiénique, sain et bon marché.
PCT/CN2016/111994 2016-04-19 2016-12-25 Revêtement composite non métallique résistant à la corrosion comprenant une coque résistante a la tension dotée en interne d'un ciment expansif précontraint WO2017181714A1 (fr)

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CN201610241104 2016-04-19

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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000059972A (ja) * 1998-08-17 2000-02-25 Mitsubishi Plastics Ind Ltd マンホール継手とその接続構造
WO2001096092A1 (fr) * 2000-06-09 2001-12-20 Fiberliner Networks Procede et dispositif pour equiper un conduit d'une garniture interne
CN101619779A (zh) * 2008-07-01 2010-01-06 屈铁成 防护井连接地埋管道的密封装置
CN102563218A (zh) * 2010-12-29 2012-07-11 上海市地矿建设有限责任公司 一种非金属管穿底板防水套管
CN203880321U (zh) * 2014-04-22 2014-10-15 新疆国统管道股份有限公司 用于修补内衬式预应力钢筒混凝土管胚管空壳的注浆装置

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3040565A1 (de) * 1980-10-28 1982-05-27 Linde Ag, 6200 Wiesbaden Behaelter zur aufnahme einer heissen oder tiefkalten fluessigkeit und verfahren zu seiner herstellung
CN2415044Y (zh) * 1999-12-10 2001-01-17 中外合资湖南阿立得塑料有限公司 旋转成型聚乙烯内胆钢混外壳电解槽
CN1916527B (zh) * 2005-08-18 2012-12-26 淄博环能海臣环保技术服务有限公司 一种双层复合联箱
CN101514570B (zh) * 2009-04-07 2011-01-19 同济大学 一种灌浆套管耗能元件
CN102162678A (zh) * 2011-04-14 2011-08-24 司徒建辉 一种太阳能电热水器
CN104596135A (zh) * 2015-02-02 2015-05-06 孙建林 一种太阳能水箱

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000059972A (ja) * 1998-08-17 2000-02-25 Mitsubishi Plastics Ind Ltd マンホール継手とその接続構造
WO2001096092A1 (fr) * 2000-06-09 2001-12-20 Fiberliner Networks Procede et dispositif pour equiper un conduit d'une garniture interne
CN101619779A (zh) * 2008-07-01 2010-01-06 屈铁成 防护井连接地埋管道的密封装置
CN102563218A (zh) * 2010-12-29 2012-07-11 上海市地矿建设有限责任公司 一种非金属管穿底板防水套管
CN203880321U (zh) * 2014-04-22 2014-10-15 新疆国统管道股份有限公司 用于修补内衬式预应力钢筒混凝土管胚管空壳的注浆装置

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