WO2017181712A1 - 保温耐张力外壳内置预应力膨胀水泥复合防腐非金属内胆 - Google Patents

保温耐张力外壳内置预应力膨胀水泥复合防腐非金属内胆 Download PDF

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Publication number
WO2017181712A1
WO2017181712A1 PCT/CN2016/111992 CN2016111992W WO2017181712A1 WO 2017181712 A1 WO2017181712 A1 WO 2017181712A1 CN 2016111992 W CN2016111992 W CN 2016111992W WO 2017181712 A1 WO2017181712 A1 WO 2017181712A1
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WO
WIPO (PCT)
Prior art keywords
tension
resistant
metallic
liner
casing
Prior art date
Application number
PCT/CN2016/111992
Other languages
English (en)
French (fr)
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 WO2017181712A1 publication Critical patent/WO2017181712A1/zh

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92—Protection against other undesired influences or dangers
    • E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
    • 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
    • F16L59/00—Thermal insulation in general
    • F16L59/02—Shape or form of insulating materials, with or without coverings integral with the insulating materials
    • 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
    • F16L59/04—Arrangements using dry fillers, e.g. using slag wool which is added to the object to be insulated by pouring, spreading, spraying or the like

Definitions

  • the present invention relates to a pre-stressed expanded cement composite anticorrosive non-metallic liner built in a heat-resistant and tension-resistant casing, 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.
  • the heat-insulating and tension-resistant outer casing is provided with a pre-stressed 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.
  • 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.
  • At least one tension-resistant outer casing with at least one mortise is provided with a pre-stressed expanded cement composite anti-corrosion non-metallic inner liner, which is connected to the corresponding outer shell by an insulating support, and the interlayer is sandwiched by foam insulation material. Encapsulated, made into a water tank.
  • Insulation and tension-resistant housing with pre-stressed expanded cement composite anti-corrosion non-metallic liner including rigid anti-corrosion non-metallic pressure-bearing liner, tension-resistant shell, and 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 expansion cement, constitute the connection pipe of the prestressed expansion cement composite anti-corrosion non-metallic liner built into the tension-resistant casing, and the connection pipe is arranged There is 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.
  • At least one tension-resistant outer casing with at least one mortise is provided with a pre-stressed expanded cement composite anti-corrosion non-metallic inner liner, which is connected to the corresponding outer shell by an insulating support, and the interlayer is sandwiched by foam insulation material. Encapsulated, made into a water tank.
  • Insulation and tension resistant shells are built with pre-stressed expanded cement composite anti-corrosion non-metallic liners, including rigid anti-corrosion non-metallic pressure-bearing liners, tension-resistant shells, and 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 outer 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 outer casing is closed and integrated.
  • the inner and outer nozzles are positioned and closed to fill the expanded cement slurry.
  • a rigid anti-corrosion non-metallic pressure-bearing inner liner and a non-equal diameter shrinkage inner liner pipe, and a tension-resistant outer casing set the inner pipe must be placed in a separate tension-resistant partial 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 integrally connected, 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.
  • At least one tension-resistant outer casing with at least one mortise is provided with a pre-stressed expanded cement composite anti-corrosion non-metallic inner liner, which is connected to the corresponding outer shell by an insulating support, and the interlayer is sandwiched by foam insulation material. Encapsulated, made into a water tank.
  • the heat-insulating and tension-resistant casing is provided with a pre-stressed expanded cement composite anticorrosive non-metallic inner liner, and the rigid anticorrosive non-metallic pressure-bearing 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.
  • the heat-insulating and tension-resistant outer casing is provided with a pre-stressed expanded cement composite anti-corrosion non-metallic inner liner, and the tension-resistant outer casing tube is a steel plate outer casing tube, and the tension-resistant outer casing tube comprises a steel plate coil welding forming, a steel plate rolling buckle synthetic type, a steel plate rolling system. Riveting and forming, steel plate rolling and bolting.
  • the tension-resistant casing tube comprises a longitudinally stretched butt welded joint of the steel plate, and the tension-resistant outer casing comprises a longitudinally stretched steel plate and a butt joint synthetic type, and the tension-resistant outer casing comprises a steel plate longitudinally stretched and then butted riveted, and the tension-resistant outer casing comprises a steel plate longitudinally. After drawing, the butt bolt is formed.
  • the tension-resistant casing tube is a two-piece steel plate symmetric split casing, and the tension-resistant outer casing is a two-plate symmetrical split outer casing symmetrically folded and folded, and 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 heat-insulating and tension-resistant outer casing is provided with a pre-stressed expanded cement composite anticorrosive non-metallic inner liner, and the FRP outer casing comprises riveting, bolting and bonding forming. Or the heat shrinkable plastic casing includes riveting, bolting, bonding, and welding. [0012]
  • the heat-insulating and tension-resistant outer casing is provided with a pre-stressed expanded cement composite anticorrosive non-metallic inner liner, and the characteristic is: the expanded cement slurry is a conventional expanded cement slurry, or an expanded cement slurry mixed with fibers.
  • the heat-insulating and 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 is compounded with a metal reflective film layer, 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.
  • the heat-insulating and tension-resistant outer casing is provided with a pre-stressed expanded cement composite anti-corrosion non-metallic inner liner, and a rigid anti-corrosion non-metallic pressure-bearing inner tube mouth and a tension-resistant outer casing mouth are connected and sealed through a plastic sealing ring.
  • the heat-insulating and 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.
  • Insulation and tension resistant shell built-in prestressed 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, can greatly improve the service life of liquid containers .
  • FIG. 1-1, 1-2, 1-3, 1-4, and 1-5 are built-in prestressed expanded cement composite anticorrosive non-metallic inner liners for a heat-insulating and tension-resistant outer casing, and are single-pass equal-diameter joints;
  • FIG. 1-6 are FIG. 1-1, 1-2, 1-3, 1-4, and 1-5, which are built-in prestressed expanded cement composite anticorrosive non-metallic liners, and single-pass equal-diameter joints. a schematic cross-sectional structure of the cornice;
  • FIG. 2-1, 2-2, 2-3, 2-4, and 2-5 are longitudinally-structured structures of a pre-stressed expanded cement composite anticorrosive non-metallic liner built in a heat-insulating and tension-resistant casing, and a single-pass reduction-diameter connection port.
  • FIG. 2-6 is a 2-1, 2-2, 2-3, 2-4, 2-5 heat-insulated and tension-resistant shell built-in prestressed expanded cement composite anticorrosive non-metallic liner, single-pass reduced diameter joint a schematic cross-sectional structure of the mouth;
  • FIG. 3-1, 3-2, 3-3, 3-4, and 3-5 are longitudinal cross-sectional structures of a pre-stressed expanded cement composite anticorrosive non-metallic liner built in a heat-insulating and tension-resistant casing, and a double-pass diameter-reducing joint schematic diagram;
  • FIG. 3-6 is a 3-1, 3-2, 3-3, 3-4, and 3-5 heat-insulated and tension-resistant outer casing built-in prestressed expanded cement composite anticorrosive non-metallic liner, double-pass reduced diameter joint a schematic cross-sectional structure 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 for heat-insulating and tension-resistant casings, and single-pass reduced-diameter joints for double-mouth liners. Schematic diagram of longitudinal section structure;
  • FIG. 4-1, 4-2, 4-3, 4-4, and 5-5 are built-in prestressed expanded cement composite anticorrosive non-metallic liners with heat-insulated and tension-resistant casing, and single-pass reduced diameter joints.
  • Figures 6-1, 6-2, 6-3, 6-4, and 6-5 are built-in prestressed expanded cement composite anticorrosive non-metallic liners for heat-insulating and tension-resistant casings, and double-pass reduced-diameter joints for slings and double liners. Schematic diagram of the 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, double-pass reducing diameter joints.
  • FIGS. 7-1, 7-2, 7-3, 7-4, and 8-5 are built-in prestressed expanded cement composite anticorrosive non-metallic liners for heat-insulating and tension-resistant casings, and single-pass reduced-diameter joints for double-mouth liners. Schematic diagram of longitudinal 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 heat-resistant and tension-resistant casing, and a single-pass reduced diameter joint Schematic diagram of the cross-sectional structure of the double liner;
  • FIGS. 9-1, 9-2, 10-3, 10-4, 10-5 are built-in prestressed expanded cement composite anticorrosive non-metallic liners, and double-pass reduced diameter joints for double liners. Schematic diagram of longitudinal section structure;
  • FIG. 9-1, 9-2, 10-3, 10-4, 10-5 are built-in prestressed expanded cement composite anticorrosive non-metallic liners, double-pass reducing diameter joints.
  • FIG. 11-1, 11-2, 11-3, 11-4, and 11-5 are built-in prestressed expanded cement composite anticorrosive non-metallic liners for heat-insulating and tension-resistant casings, and 3 or 7 single-pass reduction joints are connected. Schematic diagram of the longitudinal section of the liner;
  • FIGS. 12-1, 12-2, 12-3, 12-4, and 12-5 are built-in prestressed expanded cement composite anticorrosive non-metallic liners for heat-insulating and tension-resistant casings, and 3 or 7 double-way reduced diameter joints. Schematic diagram of the longitudinal section of the liner;
  • FIGS. 13-1, 13-2, 13-3, 13-4, 13-5, 13-6, 13-7, 13-8 are built-in prestressed expanded concrete composite anticorrosive non-metallic inner casings for heat-insulating and tension-resistant outer casing
  • FIGS. 14-1, 14-2, and 14-3 are longitudinal cross-sectional structural views of a pre-stressed expanded cement composite anticorrosive non-metallic liner built in a heat-insulating and tension-resistant casing, and a three-way reduced diameter single-connected jaw liner;
  • Figures 15-4 and 15-5 are built-in prestressed expanded cement composite anticorrosive non-metallic liners for heat-insulating and tension-resistant casings. Schematic diagram of a longitudinal section structure of a single-connected jaw liner with a three-way reduction diameter;
  • FIG. 15-6 is a schematic cross-sectional structural view of a pre-stressed expanded cement composite anticorrosive non-metallic liner built in a heat-insulating and tension-resistant casing, and a three-way through-reducing diameter single-connected jaw liner;
  • FIGS. 16-1, 16-2, and 16-3 are longitudinal sectional structural views of a pre-stressed expanded cement composite anticorrosive non-metallic inner liner and a triple-connected reduced diameter single-connected jaw liner;
  • FIGS. 17-4 and 17-5 are longitudinal sectional structural views of a pre-stressed expanded cement composite anticorrosive non-metallic liner built in a heat-resistant and tension-resistant casing, and a three-way reduced-diameter single-connected jaw liner;
  • FIG. 17-6 is a schematic cross-sectional structural view of a pre-stressed expanded cement composite anticorrosive non-metallic liner built in a heat-resistant and tension-resistant outer casing, and a triple-connected reduced-diameter single-connected jaw liner;
  • FIGS. 18-1, 18-2, and 18-3 are longitudinal sectional structural views of a pre-stressed expanded cement composite anticorrosive non-metallic inner liner and a single-sided pupil-connected inner liner;
  • FIGS. 19-4, 19-5, and 19-6 are longitudinal sectional structural views of a pre-stressed expanded cement composite anticorrosive non-metallic inner liner and a single-sided pupil-connected inner liner;
  • FIGS. 20-7 and 20-8 are longitudinal cross-sectional structural diagrams of a pre-stressed expanded cement composite anticorrosive non-metallic inner liner and a single-sided pupil-connected inner liner.

Abstract

一种保温耐张力外壳内置预应力膨胀水泥复合防腐非金属内胆，包括刚性防腐非金属承压内胆（7）、耐张力外壳（4）和膨胀水泥（2），其中设有至少一个开口的刚性防腐非金属承压内胆（7）与耐张力外壳（4）的形状及管口一一对应配合；将耐张力外壳（4）间隙包裹刚性防腐非金属承压内胆（7），通过刚性防腐非金属承压内胆管口（8）和耐张力外壳口设置的定位连接装置，将刚性防腐非金属承压内胆管口（8）和耐张力外壳口，及刚性防腐非金属承压内胆内胆壁，和耐张力外壳壁之间间隙对称定位，并将管口缝隙封堵；将膨胀水泥浆，充注到耐张力外壳（4），通过其充注管嘴管堵（5）封闭，使膨胀水泥浆在凝固的过程中膨胀，对刚性防腐非金属承压内胆（7）给予压力，对耐张力外壳（4）给予涨力，并将充注管嘴（6）通过其充注管嘴管堵（5）封闭；耐张力外壳内置预应力膨胀水泥复合防腐非金属内胆通过隔热支撑与对应的外壳间隔支撑连接，二者之间夹层通过发泡保温材料支撑连接封装，制成保温水箱。

Description

保温耐张力外壳内置预应力膨胀水泥复合防腐非金属内 胆
技术领域
[0001] 本发明涉及保温耐张力外壳内置预应力膨胀水泥复合防腐非金属内胆， 属于液 体容器领域。
背景技术
[0002] 目前， 太阳能作为清洁可再生能源， 被世界各国广泛应用， 太阳能集热系统便 是太阳能应用的典范。 在太阳能集热系统中， 承压水箱和液体介质容器， 通常 包括用不锈钢、 玻璃、 塑胶、 玻璃钢、 陶瓷等耐腐蚀材料制造； 或用搪瓷、 衬 胶、 滚塑工艺制造。 但是， 由于应用条件的不同， 产品存在诸多问题， 不尽如 人意。 如不锈钢承压内胆在焊接过程中， 破坏了其不锈钢的防腐金属结构， 在 水中存在氯离子的情况下， 容易造成腐蚀漏水； 搪瓷承压内胆存在龟裂、 搪瓷 脱落等问题， 容易造成腐蚀、 渗漏， 而且需要阳极镁棒的保护， 在使用过程中 又增加了水垢； 而玻璃或陶瓷内胆管道， 虽然环保卫生， 但由于陶瓷、 玻璃承 压内胆由于自身的脆性特征， 和机械强度低的问题， 一旦裂纹或破碎后果严重 ， 使其应用存在巨大安全隐患。 因此， 发明了一种新的强度高、 耐腐蚀、 环保 、 卫生、 健康、 造价低、 不易破碎、 寿命长的承压内胆， 代表了未来的发展方 向。
技术问题
[0003] 在太阳能集热系统中， 承压水箱和液体介质容器， 通常包括用不锈钢、 玻璃、 塑胶、 玻璃钢、 陶瓷等耐腐蚀材料制造； 或用搪瓷、 衬胶、 滚塑工艺制造。 但 是， 由于应用条件的不同， 产品存在诸多问题， 不尽如人意。 如不锈钢承压内 胆在焊接过程中， 破坏了其不锈钢的防腐金属结构， 在水中存在氯离子的情况 下， 容易造成腐蚀漏水； 搪瓷承压内胆存在龟裂、 搪瓷脱落等问题， 容易造成 腐蚀、 渗漏， 而且需要阳极镁棒的保护， 在使用过程中又增加了水垢； 而玻璃 或陶瓷内胆管道， 虽然环保卫生， 但由于陶瓷、 玻璃承压内胆由于自身的脆性 特征， 和机械强度低的问题， 一旦裂纹或破碎后果严重， 使其应用存在巨大安 全隐患。
问题的解决方案
技术解决方案
[0004] 为了解决以上刚性防腐非金属承压内胆所存在的诸多问题， 发明了保温耐张力 外壳内置预应力膨胀水泥复合防腐非金属内胆， 使其从根本上克服了目前各种 同类产品所存在的诸多问题。
[0005] 本发明解决其技术问题所采用的技术方案： 保温耐张力外壳内置预应力膨胀水 泥复合防腐非金属内胆， 包括刚性防腐非金属承压内胆、 耐张力外壳、 膨胀水 泥。 设有至少一个幵口的刚性防腐非金属承压内胆， 置于与其形状尺寸对应， 管壁上设有膨胀水泥浆充注管嘴， 和与之对应的膨胀水泥浆充注管嘴管堵的耐 张力外壳内， 刚性防腐非金属承压内胆的形状及管口， 与耐张力外壳的形状及 管口一一对应配合。 将耐张力外壳间隙包裹刚性防腐非金属承压内胆， 通过刚 性防腐非金属承压内胆管口和耐张力外壳口设置的定位连接装置， 将刚性防腐 非金属承压内胆管口， 和耐张力外壳口， 及刚性防腐非金属承压内胆内胆壁， 和耐张力外壳壁之间间隙对称定位， 并将管口缝隙封堵。 之后通过耐张力外壳 上设置的膨胀水泥浆充注管嘴， 将膨胀水泥浆， 充注到耐张力外壳， 与刚性防 腐非金属承压内胆之间的间隙内， 震动充实， 将耐张力外壳体上的膨胀水泥浆 充注管嘴， 通过其充注管嘴管堵封闭， 使膨胀水泥浆在凝固的过程中膨胀， 对 刚性防腐非金属承压内胆给予压力， 对耐张力外壳给予涨力， 在耐张力外壳与 刚性防腐非金属承压内胆之间形成预应力。 刚性防腐非金属承压内胆， 包括内 胆和管口等径的内胆， 和内胆和管口非等径的缩口内胆。 内胆和管口等径的内 胆与耐张力外壳， 直接套装定位， 充注膨胀水泥浆。 内胆和管口非等径的缩口 内胆， 与耐张力外壳套装， 需先将内胆置于分体的耐张力部分外壳之中， 再将 耐张力外壳的另一部分套装在内胆上， 再将两部分耐张力外壳连接为一体后， 再套装定位， 充注膨胀水泥浆。 耐张力外壳为横向分段， 或耐张力外壳为纵向 分段。 耐张力外壳口， 与刚性防腐非金属承压内胆管口， 通过膨胀水泥， 构成 耐张力外壳内置预应力膨胀水泥复合防腐非金属内胆的连接管口， 连接管口上 设有安装连接密封面。 安装连接密封面包括设有法兰的管口连接密封面、 设有 扣槽的管口连接密封面、 设有凹槽的管口连接密封面、 设有螺纹丝扣的管口连 接密封面。 至少一只设有至少一个幵口的耐张力外壳内置预应力膨胀水泥复合 防腐非金属内胆， 通过隔热支撑与对应的外壳间隔支撑连接， 二者之间夹层， 通过发泡保温材料支撑连接封装， 制成保温水箱。
保温耐张力外壳内置预应力膨胀水泥复合防腐非金属内胆， 包括刚性防腐非金 属承压内胆、 耐张力外壳、 膨胀水泥。 设有至少一个幵口和至少两个联通容腔 的刚性防腐非金属承压内胆， 或至少两个设有至少一个幵口的刚性防腐非金属 承压内胆， 套装置于与其形状尺寸对应， 管壁上设有膨胀水泥浆充注管嘴， 和 与之对应的充注管嘴管堵的耐张力外壳内， 刚性防腐非金属承压内胆的形状及 管口， 与耐张力外壳的形状及管口对称对应配合。 将耐张力外壳间隙包裹刚性 防腐非金属承压内胆， 通过刚性防腐非金属承压内胆管口和耐张力外壳口设置 的定位连接装置， 并在刚性防腐非金属承压内胆两个容腔之间， 或两个刚性防 腐非金属承压内胆之间连接拉筋， 拉筋通过焊接连接， 或通过螺栓连接。 将刚 性防腐非金属承压内胆管口和耐张力外壳口， 及刚性防腐非金属承压内胆内胆 壁和耐张力外壳壁之间间隙对称定位， 并将管口缝隙封堵。 之后通过耐张力外 壳上设置的膨胀水泥浆充注管嘴， 将膨胀水泥浆， 充注到耐张力外壳与刚性防 腐非金属承压内胆之间的间隙内震动充实， 将耐张力外壳体上的膨胀水泥浆充 注管嘴， 通过其充注管嘴管堵封闭， 使膨胀水泥浆在凝固的过程中膨胀， 对刚 性防腐非金属承压内胆给予压力， 对耐张力外壳给予涨力， 在耐张力外壳与刚 性防腐非金属承压内胆之间形成预应力。 刚性防腐非金属承压内胆， 包括内胆 和管口等径的内胆， 和内胆和管口非等径的缩口内胆。 内胆和管口等径的内胆 与耐张力外壳， 直接套装定位， 充注膨胀水泥浆。 或耐张力外壳为横向分段， 或耐张力外壳为纵向分段。 内胆和管口非等径的缩口内胆， 与耐张力外壳套装 需先将内胆置于分体的耐张力部分外壳之中， 再将耐张力外壳的另一部分套装 在内胆上， 再将两部分耐张力外壳连接为一体后， 再套装定位， 充注膨胀水泥 浆。 耐张力外壳口， 与刚性防腐非金属承压内胆管口， 通过膨胀水泥， 构成耐 张力外壳内置预应力膨胀水泥复合防腐非金属内胆的连接管口， 连接管口上设 有安装连接密封面。 安装连接密封面包括设有法兰的管口连接密封面、 设有扣 槽的管口连接密封面、 设有凹槽的管口连接密封面、 设有螺纹丝扣的管口连接 密封面。 至少一只设有至少一个幵口的耐张力外壳内置预应力膨胀水泥复合防 腐非金属内胆， 通过隔热支撑与对应的外壳间隔支撑连接， 二者之间夹层， 通 过发泡保温材料支撑连接封装， 制成保温水箱。
[0007] 保温耐张力外壳内置预应力膨胀水泥复合防腐非金属内胆， 包括刚性防腐非金 属承压内胆、 耐张力外壳、 膨胀水泥。 刚性防腐非金属直通刚性防腐非金属承 压内胆的内胆壁上， 至少一侧设有多个在直线上按照设定位置排列的孔。 或内 胆壁的相对两侧， 幵有多个在直线上按照设定位置排列的孔。 多个管孔的刚性 防腐非金属承压内胆的形状及管口， 套装置于与其形状尺寸对应， 管壁上设有 膨胀水泥浆充注管嘴， 和对应膨胀水泥浆充注管嘴管堵的耐张力外壳内。 耐张 力外壳的形状、 尺寸及管口， 与刚性防腐非金属承压内胆的形状、 尺寸及管口 一一对应配合包裹。 耐张力外壳， 间隙包裹刚性防腐非金属承压内胆， 通过刚 性防腐非金属承压内胆管口， 和耐张力外壳口之间设置的定位连接装置， 将刚 性防腐非金属承压内胆管口， 和耐张力外壳口， 及刚性防腐非金属承压内胆内 胆壁， 和耐张力外壳壁之间， 间隙对称支撑定位， 并将两管口之间的缝隙封堵 。 之后通过耐张力外壳上设置的膨胀水泥浆充注管嘴， 把膨胀水泥浆充注到耐 张力外壳， 与刚性防腐非金属承压内胆之间的间隙内， 震动充实。 并将耐张力 外壳体上的膨胀水泥浆充注管嘴， 通过其充注管嘴管堵封闭。 膨胀水泥浆在凝 固的过程中膨胀， 对刚性防腐非金属承压内胆给予压力， 对耐张力外壳给予涨 力， 在耐张力外壳， 与刚性防腐非金属承压内胆之间， 形成预应力。
[0008] 刚性防腐非金属承压内胆， 包括管道和管口等径的， 管道和管口非等径的。 刚 性防腐非金属承压内胆和管口等径的， 与耐张力外壳， 直接套装定位， 充注膨 胀水泥浆。 刚性防腐非金属承压内胆和管口非等径的涨口管道， 与耐张力外壳 套装， 需先将刚性防腐非金属承压内胆， 置于纵向幵缝的耐张力外壳内， 再将 耐张力外壳的幵缝连接封闭为一体， 再对套装的内外管口支撑定位封闭， 充注 膨胀水泥浆。 或耐张力外壳为纵向分半， 将分半的耐张力外壳， 对接包裹在刚 性防腐非金属承压内胆上， 再将耐张力外壳的幵缝连接封闭为一体， 再对套装 的内外管口支撑定位封闭， 充注膨胀水泥浆。 或刚性防腐非金属承压内胆和管 口非等径的缩口内胆管道， 与耐张力外壳套装， 需先将内胆管道置于分体的耐 张力部分外壳之中， 再将耐张力外壳的另一部分套装在内胆上， 再将两部分耐 张力外壳连接为一体后， 再对套装的内外管口支撑定位封闭， 充注膨胀水泥浆 。 耐张力外壳口， 与刚性防腐非金属承压内胆管口， 通过膨胀水泥， 构成耐张 力外壳内置预应力膨胀水泥复合防腐非金属内胆的连接管口， 连接管口上设有 安装连接密封面。 安装连接密封面包括设有法兰的管口连接密封面、 设有扣槽 的管口连接密封面、 设有凹槽的管口连接密封面、 设有螺纹丝扣的管口连接密 封面。 至少一只设有至少一个幵口的耐张力外壳内置预应力膨胀水泥复合防腐 非金属内胆， 通过隔热支撑与对应的外壳间隔支撑连接， 二者之间夹层， 通过 发泡保温材料支撑连接封装， 制成保温水箱。
[0009] 保温耐张力外壳内置预应力膨胀水泥复合防腐非金属内胆， 其刚性防腐非金属 承压内胆包括非金属内胆， 陶瓷内胆。 非金属内胆通过玻璃吹制成型， 或通过 玻璃焊接成型， 或通过玻璃热压拉伸成型后， 再通过玻璃焊接成型， 非金属内 胆须进行退火处理。 陶瓷内胆毛坯为石膏模具灌浆成型， 或陶瓷内胆毛坯为模 具挤出或压制成型后， 通过釉料粘接成型。 陶瓷内胆内壁单面释釉， 或陶瓷内 胆内外壁双面释釉后高温烧制成型。
[0010] 保温耐张力外壳内置预应力膨胀水泥复合防腐非金属内胆， 其耐张力外壳管为 钢板外壳管， 耐张力外壳管包括钢板卷制焊接成型、 钢板卷制扣合成型、 钢板 卷制铆接成型、 钢板卷制栓接成型。 耐张力外壳管包括钢板纵向拉伸后对接焊 接成型、 耐张力外壳管包括钢板纵向拉伸后对接扣合成型、 耐张力外壳管包括 钢板纵向拉伸后对接铆接成型、 耐张力外壳管包括钢板纵向拉伸后对接栓接成 型。 耐张力外壳管为两片钢板对称分体外壳扣合焊接成型、 耐张力外壳管为两 片钢板对称分体外壳对称扣合折边成型、 耐张力外壳管为两片钢板对称分体外 壳扣合铆接成型、 耐张力外壳管为两片钢板对称分体外壳扣合栓接成型。
[0011] 保温耐张力外壳内置预应力膨胀水泥复合防腐非金属内胆， 其玻璃钢外壳包括 铆接成型、 栓接成型、 粘接成型。 或热缩塑胶外壳包括铆接成型、 栓接成型、 粘接成型、 焊接成型。 [0012] 保温耐张力外壳内置预应力膨胀水泥复合防腐非金属内胆， 其特征是： 膨胀水 泥浆为常规膨胀水泥浆， 或为混有纤维的膨胀水泥浆。
[0013] 保温耐张力外壳内置预应力膨胀水泥复合防腐非金属内胆， 其刚性防腐非金属 承压内胆的外壁为原状， 或复合包裹有金属反射膜层， 金属反射膜包括金属铜 膜、 金属铝膜， 通过包括金属真空蒸镀、 金属磁控溅射、 化学金属镀膜、 涂覆 膜层、 金属粘贴膜层成膜。
[0014] 保温耐张力外壳内置预应力膨胀水泥复合防腐非金属内胆， 其刚性防腐非金属 承压内胆管口和耐张力外壳口之间， 通过塑胶密封圈过渡密封连接。
[0015] 保温耐张力外壳内置预应力膨胀水泥复合防腐非金属内胆， 其复合刚性防腐非 金属承压内胆管口与端盖之间的连接密封面， 通过塑胶密封圈密封连接。
发明的有益效果
有益效果
[0016] 保温耐张力外壳内置预应力膨胀水泥复合防腐非金属内胆， 易加工， 强度高、 抗腐蚀、 寿命长、 保温性能好、 环保、 成本低， 可极大的提高液体容器的使用 寿命。
对附图的简要说明
附图说明
[0017] 下面结合附图和实施例对本发明进一步说明。
[0018] 图 1-1、 1-2、 1-3、 1-4、 1-5为保温耐张力外壳内置预应力膨胀水泥复合防腐 非金属内胆， 为单通等径连接幵口结构；
[0019] 图 1-6为图 1-1、 1-2、 1-3、 1-4、 1-5为保温耐张力外壳内置预应力膨胀水泥复 合防腐非金属内胆， 单通等径连接幵口的横剖面结构示意图；
[0020] 图 2-1、 2-2、 2-3、 2-4、 2-5为保温耐张力外壳内置预应力膨胀水泥复合防腐非 金属内胆， 单通缩径连接幵口的纵剖面结构示意图；
[0021] 图 2-6为图 2-1、 2-2、 2-3、 2-4、 2-5为保温耐张力外壳内置预应力膨胀水泥复 合防腐非金属内胆， 单通缩径连接幵口的横剖面结构示意图；
[0022] 图 3-1、 3-2、 3-3、 3-4、 3-5为保温耐张力外壳内置预应力膨胀水泥复合防腐非 金属内胆， 双通缩径连接幵口的纵剖面结构示意图； [0023] 图 3-6为图 3-1、 3-2、 3-3、 3-4、 3-5为保温耐张力外壳内置预应力膨胀水泥复 合防腐非金属内胆， 双通缩径连接幵口的横剖面结构示意图；
[0024] 图 4-1、 4-2、 4-3、 4-4、 5-5为保温耐张力外壳内置预应力膨胀水泥复合防腐非 金属内胆， 单通缩径连接幵口双内胆的纵剖面结构示意图；
[0025] 图 5-6为图 4-1、 4-2、 4-3、 4-4、 5-5为保温耐张力外壳内置预应力膨胀水泥复 合防腐非金属内胆， 单通缩径连接幵口双内胆的横剖面结构示意图；
[0026] 图 6-1、 6-2、 6-3、 6-4、 6-5为保温耐张力外壳内置预应力膨胀水泥复合防腐非 金属内胆， 双通缩径连接幵口吊带双内胆的纵剖面结构示意图；
[0027] 图 6-6为图 6-1、 6-2、 6-3、 6-4、 6-5为保温耐张力外壳内置预应力膨胀水泥复合 防腐非金属内胆， 双通缩径连接幵口吊带双内胆的横剖面结构示意图；
[0028] 图 7-1、 7-2、 7-3、 7-4、 8-5为保温耐张力外壳内置预应力膨胀水泥复合防腐非 金属内胆， 单通缩径连接幵口双内胆的纵剖面结构示意图；
[0029] 图 8-6为图 7-1、 7-2、 7-3、 7-4、 8-5为保温耐张力外壳内置预应力膨胀水泥复合 防腐非金属内胆， 单通缩径连接幵口双内胆的横剖面结构示意图；
[0030] 图 9-1、 9-2、 10-3、 10-4、 10-5为保温耐张力外壳内置预应力膨胀水泥复合防腐 非金属内胆， 双通缩径连接幵口双内胆的纵剖面结构示意图；
[0031] 图 9-3为图 9-1、 9-2、 10-3、 10-4、 10-5为保温耐张力外壳内置预应力膨胀水泥 复合防腐非金属内胆， 双通缩径连接幵口双内胆的横剖面结构示意图；
[0032] 图 11-1、 11-2、 11-3、 11-4、 11-5为保温耐张力外壳内置预应力膨胀水泥复合防 腐非金属内胆， 单通缩径连接幵口 3或 7个内胆的纵剖面结构示意图；
[0033] 图 12-1、 12-2、 12-3、 12-4、 12-5为保温耐张力外壳内置预应力膨胀水泥复合防 腐非金属内胆， 双通缩径连接幵口 3或 7个内胆的纵剖面结构示意图；
[0034] 图 13-1、 13-2、 13-3、 13-4、 13-5、 13-6、 13-7、 13-8为保温耐张力外壳内置预 应力膨胀水泥复合防腐非金属内胆， 单通或双通缩径连接幵口 3、 4、 5、 6或 7个 内胆的横剖面结构示意图；
[0035] 图 14-1、 14-2、 14-3为保温耐张力外壳内置预应力膨胀水泥复合防腐非金属内 胆， 吊带三联通缩径单连接幵口内胆的纵剖面结构示意图；
[0036] 图 15-4、 15-5为保温耐张力外壳内置预应力膨胀水泥复合防腐非金属内胆， 吊 带三联通缩径单连接幵口内胆的纵剖面结构示意图；
[0037] 图 15-6为保温耐张力外壳内置预应力膨胀水泥复合防腐非金属内胆， 吊带三联 通缩径单连接幵口内胆的横剖面结构示意图；
[0038] 图 16-1、 16-2、 16-3为保温耐张力外壳内置预应力膨胀水泥复合防腐非金属内 胆， 三联通缩径单连接幵口内胆的纵剖面结构示意图；
[0039] 图 17-4、 17-5为保温耐张力外壳内置预应力膨胀水泥复合防腐非金属内胆， 三 联通缩径单连接幵口内胆的纵剖面结构示意图；
[0040] 图 17-6为保温耐张力外壳内置预应力膨胀水泥复合防腐非金属内胆， 三联通缩 径单连接幵口内胆的横剖面结构示意图；
[0041] 图 18-1、 18-2、 18-3为保温耐张力外壳内置预应力膨胀水泥复合防腐非金属内 胆， 单侧幵孔联通内胆的纵剖面结构示意图；
[0042] 图 19-4、 19-5、 19-6为保温耐张力外壳内置预应力膨胀水泥复合防腐非金属内 胆， 单侧幵孔联通内胆的纵剖面结构示意图；
[0043] 图 20-7、 20-8为保温耐张力外壳内置预应力膨胀水泥复合防腐非金属内胆， 单 侧幵孔联通内胆的纵剖面结构示意图。
[0044] 图中： 1耐张力外壳连接法兰、 2膨胀水泥、 3非金属内胆口沿、 4耐张力外 壳、 5充注管嘴管堵、 6膨胀水泥浆充注管嘴、 7非金属内胆、 8内胆连接管口、 9 非金属内胆封头管嘴、 10非金属内胆封头管堵、 11金属吊带、 12金属吊带焊接 头、 13太阳能集热管插装孔、 14金属反射镜面膜、 15保温材料、 16外壳。

Claims

权利要求书
[权利要求 1] 保温耐张力外壳内置预应力膨胀水泥复合防腐非金属内胆， 包括刚性 防腐非金属承压内胆、 耐张力外壳、 膨胀水泥， 其特征是： 设有至少 一个幵口的刚性防腐非金属承压内胆， 置于与其形状尺寸对应， 管壁 上设有膨胀水泥浆充注管嘴， 和与之对应的膨胀水泥浆充注管嘴管堵 的耐张力外壳内， 刚性防腐非金属承压内胆的形状及管口， 与耐张力 外壳的形状及管口一一对应配合； 将耐张力外壳间隙包裹刚性防腐非 金属承压内胆， 通过刚性防腐非金属承压内胆管口和耐张力外壳口设 置的定位连接装置， 将刚性防腐非金属承压内胆管口， 和耐张力外壳 口， 及刚性防腐非金属承压内胆内胆壁， 和耐张力外壳壁之间间隙对 称定位， 并将管口缝隙封堵； 之后通过耐张力外壳上设置的膨胀水泥 浆充注管嘴， 将膨胀水泥浆， 充注到耐张力外壳， 与刚性防腐非金属 承压内胆之间的间隙内， 震动充实， 将耐张力外壳体上的膨胀水泥浆 充注管嘴， 通过其充注管嘴管堵封闭， 使膨胀水泥浆在凝固的过程中 膨胀， 对刚性防腐非金属承压内胆给予压力， 对耐张力外壳给予涨力 ， 在耐张力外壳与刚性防腐非金属承压内胆之间形成预应力； 刚性防 腐非金属承压内胆， 包括内胆和管口等径的内胆， 和内胆和管口非等 径的缩口内胆； 内胆和管口等径的内胆与耐张力外壳， 直接套装定位 ， 充注膨胀水泥浆； 内胆和管口非等径的缩口内胆， 与耐张力外壳套 装， 需先将内胆置于分体的耐张力部分外壳之中， 再将耐张力外壳的 另一部分套装在内胆上， 再将两部分耐张力外壳连接为一体后， 再套 装定位， 充注膨胀水泥浆； 耐张力外壳为横向分段， 或耐张力外壳为 纵向分段； 耐张力外壳口， 与刚性防腐非金属承压内胆管口， 通过膨 胀水泥， 构成耐张力外壳内置预应力膨胀水泥复合防腐非金属内胆的 连接管口， 连接管口上设有安装连接密封面； 安装连接密封面包括设 有法兰的管口连接密封面、 设有扣槽的管口连接密封面、 设有凹槽的 管口连接密封面、 设有螺纹丝扣的管口连接密封面； 至少一只设有至 少一个幵口的耐张力外壳内置预应力膨胀水泥复合防腐非金属内胆， 通过隔热支撑与对应的外壳间隔支撑连接， 二者之间夹层， 通过发泡 保温材料支撑连接封装， 制成保温水箱。
[权利要求 2] 保温耐张力外壳内置预应力膨胀水泥复合防腐非金属内胆， 包括刚性 防腐非金属承压内胆、 耐张力外壳、 膨胀水泥， 其特征是： 设有至少 一个幵口和至少两个联通容腔的刚性防腐非金属承压内胆， 或至少两 个设有至少一个幵口的刚性防腐非金属承压内胆， 套装置于与其形状 尺寸对应， 管壁上设有膨胀水泥浆充注管嘴， 和与之对应的充注管嘴 管堵的耐张力外壳内， 刚性防腐非金属承压内胆的形状及管口， 与耐 张力外壳的形状及管口对称对应配合； 将耐张力外壳间隙包裹刚性防 腐非金属承压内胆， 通过刚性防腐非金属承压内胆管口和耐张力外壳 口设置的定位连接装置， 并在刚性防腐非金属承压内胆两个容腔之间 ， 或两个刚性防腐非金属承压内胆之间连接拉筋， 拉筋通过焊接连接 ， 或通过螺栓连接； 将刚性防腐非金属承压内胆管口和耐张力外壳口 ， 及刚性防腐非金属承压内胆内胆壁和耐张力外壳壁之间间隙对称定 位， 并将管口缝隙封堵； 之后通过耐张力外壳上设置的膨胀水泥浆充 注管嘴， 将膨胀水泥浆， 充注到耐张力外壳与刚性防腐非金属承压内 胆之间的间隙内震动充实， 将耐张力外壳体上的膨胀水泥浆充注管嘴 ， 通过其充注管嘴管堵封闭， 使膨胀水泥浆在凝固的过程中膨胀， 对 刚性防腐非金属承压内胆给予压力， 对耐张力外壳给予涨力， 在耐张 力外壳与刚性防腐非金属承压内胆之间形成预应力； 刚性防腐非金属 承压内胆， 包括内胆和管口等径的内胆， 和内胆和管口非等径的缩口 内胆； 内胆和管口等径的内胆与耐张力外壳， 直接套装定位， 充注膨 胀水泥浆； 或耐张力外壳为横向分段， 或耐张力外壳为纵向分段； 内 胆和管口非等径的缩口内胆， 与耐张力外壳套装需先将内胆置于分体 的耐张力部分外壳之中， 再将耐张力外壳的另一部分套装在内胆上， 再将两部分耐张力外壳连接为一体后， 再套装定位， 充注膨胀水泥浆 ； 耐张力外壳口， 与刚性防腐非金属承压内胆管口， 通过膨胀水泥， 构成耐张力外壳内置预应力膨胀水泥复合防腐非金属内胆的连接管口 ， 连接管口上设有安装连接密封面； 安装连接密封面包括设有法兰的 管口连接密封面、 设有扣槽的管口连接密封面、 设有凹槽的管口连接 密封面、 设有螺纹丝扣的管口连接密封面； 至少一只设有至少一个幵 口的耐张力外壳内置预应力膨胀水泥复合防腐非金属内胆， 通过隔热 支撑与对应的外壳间隔支撑连接， 二者之间夹层， 通过发泡保温材料 支撑连接封装， 制成保温水箱。
[权利要求 3] 保温耐张力外壳内置预应力膨胀水泥复合防腐非金属内胆， 包括刚性 防腐非金属承压内胆、 耐张力外壳、 膨胀水泥， 其特征是： 刚性防腐 非金属直通刚性防腐非金属承压内胆的内胆壁上， 至少一侧设有多个 在直线上按照设定位置排列的孔； 或内胆壁的相对两侧， 幵有多个在 直线上按照设定位置排列的孔； 多个管孔的刚性防腐非金属承压内胆 的形状及管口， 套装置于与其形状尺寸对应， 管壁上设有膨胀水泥浆 充注管嘴， 和对应膨胀水泥浆充注管嘴管堵的耐张力外壳内； 耐张力 外壳的形状、 尺寸及管口， 与刚性防腐非金属承压内胆的形状、 尺寸 及管口一一对应配合包裹； 耐张力外壳， 间隙包裹刚性防腐非金属承 压内胆， 通过刚性防腐非金属承压内胆管口， 和耐张力外壳口之间设 置的定位连接装置， 将刚性防腐非金属承压内胆管口， 和耐张力外壳 口， 及刚性防腐非金属承压内胆内胆壁， 和耐张力外壳壁之间， 间隙 对称支撑定位， 并将两管口之间的缝隙封堵； 之后通过耐张力外壳上 设置的膨胀水泥浆充注管嘴， 把膨胀水泥浆充注到耐张力外壳， 与刚 性防腐非金属承压内胆之间的间隙内， 震动充实； 并将耐张力外壳体 上的膨胀水泥浆充注管嘴， 通过其充注管嘴管堵封闭； 膨胀水泥浆在 凝固的过程中膨胀， 对刚性防腐非金属承压内胆给予压力， 对耐张力 外壳给予涨力， 在耐张力外壳， 与刚性防腐非金属承压内胆之间， 形 成预应力；
刚性防腐非金属承压内胆， 包括管道和管口等径的， 管道和管口非等 径的； 刚性防腐非金属承压内胆和管口等径的， 与耐张力外壳， 直接 套装定位， 充注膨胀水泥浆； 刚性防腐非金属承压内胆和管口非等径 的涨口管道， 与耐张力外壳套装， 需先将刚性防腐非金属承压内胆， 置于纵向幵缝的耐张力外壳内， 再将耐张力外壳的幵缝连接封闭为一 体， 再对套装的内外管口支撑定位封闭， 充注膨胀水泥浆； 或耐张力 外壳为纵向分半， 将分半的耐张力外壳， 对接包裹在刚性防腐非金属 承压内胆上， 再将耐张力外壳的幵缝连接封闭为一体， 再对套装的内 外管口支撑定位封闭， 充注膨胀水泥浆； 或刚性防腐非金属承压内胆 和管口非等径的缩口内胆管道， 与耐张力外壳套装， 需先将内胆管道 置于分体的耐张力部分外壳之中， 再将耐张力外壳的另一部分套装在 内胆上， 再将两部分耐张力外壳连接为一体后， 再对套装的内外管口 支撑定位封闭， 充注膨胀水泥浆； 耐张力外壳口， 与刚性防腐非金属 承压内胆管口， 通过膨胀水泥， 构成耐张力外壳内置预应力膨胀水泥 复合防腐非金属内胆的连接管口， 连接管口上设有安装连接密封面； 安装连接密封面包括设有法兰的管口连接密封面、 设有扣槽的管口连 接密封面、 设有凹槽的管口连接密封面、 设有螺纹丝扣的管口连接密 封面； 至少一只设有至少一个幵口的耐张力外壳内置预应力膨胀水泥 复合防腐非金属内胆， 通过隔热支撑与对应的外壳间隔支撑连接， 二 者之间夹层， 通过发泡保温材料支撑连接封装， 制成保温水箱。
[权利要求 4] 根据权利要求 1、 2或 3所述的保温耐张力外壳内置预应力膨胀水泥复 合防腐非金属内胆， 其特征是： 刚性防腐非金属承压内胆包括非金属 内胆， 陶瓷内胆； 非金属内胆通过玻璃吹制成型， 或通过玻璃焊接成 型， 或通过玻璃热压拉伸成型后， 再通过玻璃焊接成型， 非金属内胆 须进行退火处理； 陶瓷内胆毛坯为石膏模具灌浆成型， 或陶瓷内胆毛 坯为模具挤出或压制成型后， 通过釉料粘接成型； 陶瓷内胆内壁单面 释釉， 或陶瓷内胆内外壁双面释釉后高温烧制成型。
[权利要求 5] 根据权利要求 1、 2或 3所述的保温耐张力外壳内置预应力膨胀水泥复 合防腐非金属内胆， 其特征是： 耐张力外壳管为钢板外壳管， 耐张力 外壳管包括钢板卷制焊接成型、 钢板卷制扣合成型、 钢板卷制铆接成 型、 钢板卷制栓接成型； 耐张力外壳管包括钢板纵向拉伸后对接焊接 成型、 耐张力外壳管包括钢板纵向拉伸后对接扣合成型、 耐张力外壳 管包括钢板纵向拉伸后对接铆接成型、 耐张力外壳管包括钢板纵向拉 伸后对接栓接成型； 耐张力外壳管为两片钢板对称分体外壳扣合焊接 成型、 耐张力外壳管为两片钢板对称分体外壳对称扣合折边成型、 耐 张力外壳管为两片钢板对称分体外壳扣合铆接成型、 耐张力外壳管为 两片钢板对称分体外壳扣合栓接成型。
根据权利要求 1、 2或 3所述的保温耐张力外壳内置预应力膨胀水泥复 合防腐非金属内胆， 其特征是： 玻璃钢外壳包括铆接成型、 栓接成型 、 粘接成型； 或热缩塑胶外壳包括铆接成型、 栓接成型、 粘接成型、 焊接成型。
根据权利要求 1、 2或 3所述的保温耐张力外壳内置预应力膨胀水泥复 合防腐非金属内胆， 其特征是： 膨胀水泥浆为常规膨胀水泥浆， 或为 混有纤维的膨胀水泥浆。
根据权利要求 1、 2或 3所述的保温耐张力外壳内置预应力膨胀水泥复 合防腐非金属内胆， 其特征是： 刚性防腐非金属承压内胆的外壁为原 状， 或复合包裹有金属反射膜层， 金属反射膜包括金属铜膜、 金属铝 膜， 通过包括金属真空蒸镀、 金属磁控溅射、 化学金属镀膜、 涂覆膜 层、 金属粘贴膜层成膜。
根据权利要求 1、 2或 3所述的保温耐张力外壳内置预应力膨胀水泥复 合防腐非金属内胆， 其特征是： 刚性防腐非金属承压内胆管口和耐张 力外壳口之间， 通过塑胶密封圈过渡密封连接。
根据权利要求 1、 2或 3所述的保温耐张力外壳内置预应力膨胀水泥复 合防腐非金属内胆， 其特征是： 复合刚性防腐非金属承压内胆管口与 端盖之间的连接密封面， 通过塑胶密封圈密封连接。
PCT/CN2016/111992 2016-04-19 2016-12-25 保温耐张力外壳内置预应力膨胀水泥复合防腐非金属内胆 WO2017181712A1 (zh)

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