WO2006095384A1 - Aggregate of pipes for storage tank - Google Patents

Aggregate of pipes for storage tank Download PDF

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Publication number
WO2006095384A1
WO2006095384A1 PCT/JP2005/003713 JP2005003713W WO2006095384A1 WO 2006095384 A1 WO2006095384 A1 WO 2006095384A1 JP 2005003713 W JP2005003713 W JP 2005003713W WO 2006095384 A1 WO2006095384 A1 WO 2006095384A1
Authority
WO
WIPO (PCT)
Prior art keywords
pipe
rigid
pipes
adapter
assembly
Prior art date
Application number
PCT/JP2005/003713
Other languages
French (fr)
Japanese (ja)
Inventor
Seiichiro Takai
Original Assignee
Totetu Mfg. Co. Ltd.
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Totetu Mfg. Co. Ltd. filed Critical Totetu Mfg. Co. Ltd.
Priority to PCT/JP2005/003713 priority Critical patent/WO2006095384A1/en
Priority to JP2007506919A priority patent/JPWO2006095384A1/en
Priority to CNA2005800489619A priority patent/CN101137795A/en
Publication of WO2006095384A1 publication Critical patent/WO2006095384A1/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03BINSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
    • E03B3/00Methods or installations for obtaining or collecting drinking water or tap water
    • E03B3/02Methods or installations for obtaining or collecting drinking water or tap water from rain-water
    • E03B3/03Special vessels for collecting or storing rain-water for use in the household, e.g. water-butts
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/108Rainwater harvesting

Definitions

  • the present invention relates to an assembly of storage tank pipes in which a plurality of rigid pipes are connected to each other by pipe connection means and encapsulated in a sheet to form a storage tank.
  • a storage tank configured to store rainwater is buried underground.
  • This facility is configured to collect rainwater that has fallen on the roof or roof of the house or on the ground surface, using a gutter or a ditch, and guide the collected water to a storage tank and store it inside.
  • Such facilities are equipped with drainage means such as a pump that can extract the water stored in the ground and can be used by extracting the water stored inside by the drainage means. Composed.
  • a storage tank used in such equipment which can be installed relatively easily in the basement, is assembled with a plurality of water-absorbing materials made of a resin-molded product formed in a box shape. It is known that the assembled water-absorbing material assembly is encapsulated with a water-impervious sheet or water-permeable sheet (for example, refer to Patent Document 1). Excavate the site, place a sheet in the lowermost central part of the excavated area, and assemble the water-retaining material having a plurality of box-shaped products made of resin products in the central part in the vertical and horizontal directions and in the height direction.
  • the periphery of the sheet After constructing an aggregate of water material, the periphery of the sheet is raised, the periphery of the aggregate is surrounded by the sheet, and the end of the sheet is placed on the upper surface of the aggregate, thereby the aggregate is It is formed by wrapping with a sheet.
  • water can be stored in the gaps between a plurality of water-absorbing materials made of resin molded products assembled vertically and horizontally.
  • Patent Document 1 Japanese Patent Publication No. 4 35580 (Claims, Fig. 1)
  • a water-repellent material having a plurality of box shapes made of a resin molded product is used in the vertical and horizontal directions and in the height direction.
  • This type of storage tank formed by assembling a water-absorbing material assembly and encapsulating the assembly with a water-impervious sheet or water-permeable sheet has the following problems. That is, first, there is a limit to stacking water-absorbing materials having a box shape in the height direction, and it is not possible to deal with large-scale waste. Secondly, all construction works are of the same quality, making it impossible to respond flexibly, such as construction according to usage conditions and site conditions. Third, the so-called economies of scale that reduce the material cost and construction cost per unit volume with the increase in size cannot be obtained. Fourthly, there was a problem that it was impossible or extremely difficult for people to enter and manage and inspect.
  • a first object of the present invention is a collection of storage tank pipes that can be extended relatively easily in the height direction, and that the storage tank can be enlarged relatively easily by extending the height. To provide a body.
  • a second object of the present invention is to provide a collection of storage tanks that can be flexibly adapted to the field conditions.
  • a third object of the present invention is to provide a collection of storage tanks that can reduce material costs and construction costs per unit volume.
  • a fourth object of the present invention is to provide an assembly of storage pipes that are relatively easy to manage and inspect.
  • the invention according to claim 1 is configured such that a plurality of rigid pipes 14 and a plurality of rigid pipes 14 which are erected straight with a predetermined interval W in the horizontal direction are connected to each other.
  • the characteristic structure is that a mounting hole 14a is formed on the outer periphery of the rigid pipe 14, and the noise coupling means 13 is arranged at a predetermined interval W and has a length L shorter than the predetermined interval W.
  • An adapter 16 having 6d formed therein, a connecting steel rod 17 having a length through which both ends can be inserted into the center holes 16d of the adapter 16 provided at both ends of the connecting nozzle 15 through the connecting pipe 15.
  • Part 16c is provided inside the rigid pipe 14 inserted from the outside into the mounting hole 14a, and the end of the connecting steel rod 17 passed through the center hole 16d is drawn into the rigid pipe 14 and connected to the flange part 16b.
  • the rigid pipe 14 is formed without using a water-spilling material having a conventional box-like shape and a molded resin product.
  • the main feature is that the rigid pipe 14 is erected vertically at regular intervals, and the rigid pipe 14 is connected by a horizontal connecting pipe 15 corresponding to the beam to form a lattice-like three-dimensional structure. . Therefore, first, by increasing the length of the rigid pipe 14 itself, or by connecting a plurality of rigid pipes 14 in the longitudinal direction in units of 2 m or 4 m, the height of the aggregate of pipes obtained is increased. The thickness can be increased relatively easily. For this reason, the internal height of the storage tank obtained by increasing the height is also increased and the internal volume is increased, so that the resulting storage tank can be relatively easily enlarged.
  • the rigid pipe 14 is coupled by the coupling pipe 15. Therefore, if the length of the coupling pipe 15 is long, it is between the rigid pipe 14 and the rigid pipe 14. It is possible to make it easier to manage and inspect the assembly of pipes.
  • the adapter 16 is provided at both ends of the connection pipe 15, and the flange 16b of the adapter 16 and the connection pipe 15 are interposed between the two stiffnesses.
  • the pipe 14 is attracted and fixed to each other by the fixing means 17a, 18, 19, the flange portion 16b is configured to be in close contact with the outer surface of the rigid pipe 14.
  • the connecting force between the rigid pipes 14 that cannot be tilted is increased, and it becomes possible to obtain the aggregate 11 of the storage pipes with little deformation as a whole.
  • the invention according to claim 2 is the invention according to claim 1, wherein the fixing means includes male threads 17a formed on both ends of the connecting steel rod 17, and short pipe portions 16c from the outside. 14a scissors are inserted into the end of the connecting steel rod 17 from the inside of the inserted rigid pipe 14 and contact the inner wall of the rigid pipe 14, and at the end of the connecting steel rod 17 into which the collar 18 is inserted.
  • the inner thread of the rigid pipe 14 is also screwed into the male thread 17a, and the nut 19 is provided to pull the end of the connecting steel rod 17 into the rigid pipe 14 through the collar 18.
  • the flange of the adapter 16 can be obtained by a relatively simple operation in which the nuts 19 are respectively screwed into the male threads 17a at both ends of the connecting steel rod 17.
  • the two rigid pipes 14 with the portion 16b and the connecting pipe 15 interposed therebetween can be fixed by being attracted to each other via the force roller 18.
  • connection pipe 15 includes a pipe main body 15a into which the cylindrical portion 16a of the adapter 16 can be inserted at an end, and a pipe main body 15a.
  • the spacer 15b is provided at one end or both ends, and the spacer 15b is configured to be fitted to the cylindrical portion 16a, and the edge of the Neuve main body 15a having the end portion fitted to the cylindrical portion 16a and the adapter.
  • the connecting pipe 15 is constituted by the pipe body 15a and the spacer 15b that can be fitted to the cylindrical portion 16a, the end of the pipe body 15a When the cylindrical portion 16a is inserted until the flange portion 16b comes into contact with the edge thereof, the distance between the adapters 16 provided on both sides of the pipe body 15a is shortened by the thickness A of the spacer 15b. Therefore, as shown in FIG. 2 (a), in the short state, even if two adjacent rigid pipes 14 maintain a predetermined interval W, the short pipe portion 16c of one adapter 16 is connected to the same.
  • the short pipe portion 16c of the other adapter 16 can be made to face the mounting hole 14a of the other rigid pipe 14 in a state where it is inserted into the mounting hole 14a of the other rigid pipe 14. Then, as shown in FIG. 2 (b), the short tube portion 16c of the other adapter 16 is inserted into the mounting hole 14a of the other rigid pipe 14, and as shown in FIG.
  • the spacer 15b is fitted into the cylindrical part 16a of the gap between the edge and the flange part 16b of the adapter 16 to close the gap, the length C of the pipe body 15a and the thickness of the spacer 16b
  • the sum of A constitutes the length L of the connecting pipe 15, and the two rigid pipes 14 are connected by the pipe connecting means 13 that does not move the two rigid pipes 14 that keep the predetermined interval W. be able to.
  • the invention according to claim 4 is the invention according to any one of claims 1 to 3, and as shown in FIG. 4, the invention relates to one or both of the flange portion 16 b and the connecting pipe 15 of the adapter 16.
  • Joint hook 23 configured to be able to stop, and two side posts 22 configured to follow two rigid pipes 14, 14 attached to joint hook 23 and fixed to each other by pipe connecting means 13 , 22 and multiple support steel rods 26 installed between the two side posts 22 and 22, and the support steel rods 26 attached to the multiple support steel rods 26 and blocking between the two side posts 22 and 22
  • the pressure plate 21 is configured so that the outer surface of the pressure plate 21 is flush with the outer surfaces of the two side posts 22 and 22 and the outer surface of the rigid pipe 14 is in contact with the extended surface. It is characterized by that.
  • the difference between the surrounding rigid pipe 14 and the pipe connecting means 13 can be reduced.
  • the pressure plate 21 has two outer surfaces. Since the outer surface of the rigid pipe 14 is flush with the outer surface of the side posts 22 and 22 and the outer surface of the rigid pipe 14 is in contact with the extended surface, it is an assembly of pipes with multiple pressure plates 21 around them.
  • 11 has a rectangular shape as a whole, and this assembly 11 can be encapsulated with a sheet 12 to form a structure that is firmly attached to the inside, and an external force such as earth pressure is applied to the sheet 12. Can be prevented from being greatly deformed.
  • the invention according to claim 5 is the invention according to any one of claims 1 to 4, wherein, as shown in FIG. 9, four rigid pipes connected in a lattice form by pipe connecting means 13 A bracing plate 27 is installed between the upper and lower portions of each of the two rigid pipes 14 located on the 14 diagonal lines so that the upper or lower surface is flush with the upper or lower edge of the rigid pipe 14. It is characterized by that.
  • the upper or lower surface of the rigid pipe 14 is flush with the upper or lower edge of the rigid pipe 14 between the upper or lower portions. Since the bracing plate 27 is installed, the upper edge of the pipe assembly 11 including these is constituted by the upper edge of the rigid pipe 14 and the upper surface of the bracing plate, and the lower edge of the pipe assembly 11 including these is the rigid pipe. It consists of 14 lower edges and the underside of the brace. For this reason, the area which substantially comprises the upper surface and the lower surface of the Neuve aggregate can be increased, and thereby the stability of the pipe aggregate 11 can be further improved.
  • rigid pipes are erected vertically at regular intervals and connected by horizontal connecting pipes to form a lattice-like three-dimensional structure. Accordingly, it is possible to relatively easily increase the height of the aggregate of noise obtained by increasing the length of the rigid pipe itself or by connecting a plurality of rigid pipes in the longitudinal direction. For this reason, the storage tank obtained by increasing the height can be enlarged comparatively easily. In addition, it is possible to absorb the stress that increases in proportion to the depth by increasing the number of connecting pipes in proportion to the depth, making it possible to respond flexibly according to the field conditions. Furthermore, the larger the size, the lower the material cost per unit volume and the construction cost.
  • the connecting pipe is composed of a pipe body and a spacer
  • the distance between the adapters provided on both sides of the pipe body is equal to the thickness of the spacer.
  • the two rigid pipes can be connected by a pipe connecting means that does not move the two rigid pipes that constitute the length of the connecting pipe and maintain a predetermined interval.
  • the step between the rigid pipe and the pipe connecting means around the pipe is filled with the pressure plates, and the outer surface of this pressure plate is the two sides. If it is configured so that the outer surface of the rigid pipe is in contact with the outer surface of the post and on the extended surface, the aggregate of pipes with a plurality of pressure-resistant plates around them will form a square shape as a whole. This makes it easy to encapsulate the assembly with a sheet, and prevents the sheet from being deformed when an external force such as earth pressure is applied.
  • the upper surface or the lower surface is between the upper end or the lower portion of each of the two rigid pipes located on the diagonal line of the four rigid pipes connected in a lattice pattern by the pipe connecting means. If the bracing plate is installed so as to be flush with the lower edge, it will be braced with the rigid pipe !, and the upper edge of the assembly of pipes including the plate will be braced with the upper edge of the rigid pipe!
  • the lower edge of the Neuve assembly is composed of the lower edge of the rigid pipe and the lower surface of the brace. For this reason, it was obtained by encapsulating Neuve's assembly with a sheet. The load that can be loaded in the storage tank can be increased. In addition, the area constituting the upper surface and the lower surface of the Neuve assembly substantially increases, and the stability of the pipe assembly can be further improved.
  • FIG. 1 is a top view showing a state of being connected by a rigid pipe force S pipe connecting means of an embodiment of the present invention.
  • FIG. 2 is a diagram showing a procedure for connecting rigid pipes by the connecting means.
  • FIG. 3 is a perspective view of a spacer in the connecting pipe.
  • FIG. 4 is a top view corresponding to FIG. 1 in which a pressure plate is provided in the connecting means.
  • FIG. 5 is a perspective view showing the relationship between the joint hook and the side post.
  • FIG. 6 is a perspective view showing a state in which a support steel bar is installed on the side post.
  • FIG. 7 is a perspective view showing a state in which a pressure plate is locked to the supporting steel rod.
  • FIG. 8 is a longitudinal sectional view of a pressure plate locked to the supporting steel rod.
  • FIG. 9 is a perspective view showing a state in which bracing plates are respectively installed on diagonal lines of four rigid pipes connected in a lattice shape.
  • FIG. 10 is a partial perspective view of the pipe assembly.
  • FIG. 11 is a schematic cross-sectional view showing an underground storage tank using the pipe assembly. Explanation of symbols
  • the underground storage tank 10 in this embodiment is provided for the purpose of storing rainwater, and is formed by wrapping a pipe assembly 11 with a water shielding or permeable sheet 12.
  • the Neuve assembly 11 is formed by connecting a plurality of rigid pipes 14 to each other by Neuve connecting means 13, and the plurality of rigid pipes 14 are arranged in parallel with each other in a state of being oriented in the vertical direction.
  • the rigid pipe 14 in this embodiment is an extruded vinyl chloride pipe having a diameter of 200 to 800 mm and a length of 50 to 400 cm. If the diameter of the rigid pipe 14 is less than 200mm If the length is less than 50cm, the number of rigid pipes 14 is increased. ] Significantly increases the construction cost per unit volume when the storage tank 10 is formed. If the diameter of the rigid pipe 14 exceeds 800 mm or its length exceeds 400 cm, it becomes difficult to transport the rigid pipe 14.
  • FIG. 10 is a perspective view showing a corner portion of the pipe assembly 11.
  • a mounting hole 14 a is formed on the outer periphery of the rigid pipe 14.
  • the mounting holes 14a in this embodiment are formed in the vicinity of both ends of the upper and lower portions of the rigid pipe 14 and in the central portion with an interval of 90 degrees in the circumferential direction.
  • the rigid pipe 14 near the central mounting hole 14a is separately formed with a work hole 14b into which an operator's hand can be inserted.
  • the plurality of rigid pipes 14 are arranged vertically and horizontally in a horizontal plane, and are set up vertically at a predetermined interval W in the horizontal direction, in this embodiment, with an interval W of 50-200 cm, and in this state, through the mounting holes 14a.
  • the pipes are connected in parallel by the pipe connecting means 13.
  • the four connecting means 13 are fixed radially at every 90 degrees in the mounting holes 14a in each stage of the rigid pipe 14 located inside the pipe assembly 11 when viewed from above.
  • two connecting means 13 are fixed to the mounting holes 14a in each step of the rigid pipe 14 at the corners of the pipe assembly 11 with an interval of 90 degrees as viewed from above, and the pipe assembly 1
  • the three connecting means 13 are fixed to the mounting holes 14a in each step of the rigid pipe 14 located in the outer periphery of 1 at intervals of 90 degrees as viewed from above.
  • the pipe connecting means 13 includes a connecting pipe 15 disposed at a predetermined interval W between two rigid pipes 14 and 14 adjacent to each other, and both ends of the connecting pipe 15. It is equipped with an adapter 16 installed.
  • the adapter 16 provided at both ends of the connecting pipe 15 is the same, and one of them will be described as a representative.
  • this adapter 16 can be inserted into the connecting pipe 15.
  • a cylindrical portion 16a and a flange portion 16b formed continuously from the cylindrical portion 16a and facing the edge of the connecting pipe 15 and a mounting hole 14a of the rigid pipe 14 provided coaxially with the cylindrical portion 16a via the flange portion 16b
  • a short pipe part 16c that can be inserted into the pipe.
  • the adapter 16 is formed with a center hole 16d that penetrates the short pipe portion 16c, the flange portion 16b, and the cylindrical portion 16a, and the end face of the flange portion 16b on the short pipe portion 16c side faces the attachment hole 14a.
  • the mounting hole 14a is bent so that it can adhere to the outer surface of the rigid pipe 14 around it. Composed.
  • the outer diameter of the flange portion 16b is the same as the outer diameter of the connecting pipe 15, and is larger than the mounting hole 14a.
  • the outer diameter of the cylindrical portion 16a is formed to be slightly smaller than the inner diameter of the connecting pipe 15, and the end of the connecting pipe 15 can be fitted with a slight gap in the cylindrical portion 16a.
  • the short pipe portion 16c is formed to be slightly smaller than the mounting hole 14a, and is configured to be inserted into the mounting hole 14a with a slight gap.
  • the connecting pipe 15 is composed of a pipe body 15a into which the cylindrical part 16a of the adapter 16 can be inserted at the end, and a spacer 15b provided at one or both ends of the pipe body 15a.
  • the pipe body 15a is an extruded PVC pipe with a diameter of 40-300mm.
  • the diameter force of the pipe body 15a is less than 0mm, the strength of connecting the two rigid pipes 14, 14 adjacent to each other decreases, and when the diameter of the pipe body 15a exceeds 300mm, the rigidity when the storage tank 10 is formed This is because the balance between the pipe 14 and the connecting pipe 15 is deteriorated, causing problems in workability and economy.
  • the spacer 15b is configured to be fitted to the cylindrical portion 16a, and closes a gap between the end edge of the connecting pipe 15 fitted to the cylindrical portion 16a and the flange portion 16b.
  • the spacer 15b in this embodiment is a short cut of a vinyl chloride pipe that is the same as the pipe body 15a. Is formed.
  • This spacer 15b opens the notch portion 15c by its elasticity, inserts the cylindrical portion 16a into the inside from the opened notch portion 15c, and closes the notch portion 15c by its elasticity to form the cylindrical portion 16a. It is configured so that it can be fitted.
  • the thickness A of the spacer 15b is shorter than the length B of the cylindrical portion 16a in the adapter 16, and the sum of the length C of the pipe body 15a and the thickness A of the spacer is the length of the connected pipe. L (Fig. 1) is now configured!
  • the pipe connecting means 13 has a length that allows the both ends to pass through the center hole 16d of the adapter 16 that penetrates the connecting pipe 15 and is provided at both ends of the connecting pipe 15.
  • a steel rod 17 and fixing means for fixing the two rigid pipes 14 adjacent to each other by drawing the end of the connecting steel rod 17 inside the rigid pipe 14 are provided.
  • the fixing means in this embodiment includes male screws 17a formed at both ends of the connecting steel rod 17, collars 18 inserted respectively at both ends of the connecting steel rod 17, and the connecting steel rod 17 And nuts 19 screwed into male screws 17a at both ends of the nut.
  • the steel rod 17 is a rod material with excellent corrosion resistance and stainless steel strength.
  • Both ends of the center hole 16d of the adapter 16 have a cylindrical portion 16a inserted through both ends of the connecting pipe 15 and the connecting pipe 15. Each is cut into a length that can be inserted, and formed by forming male threads 17a at both ends thereof.
  • the collar 18 is formed in a U shape by bending both ends of the steel plate in the same direction with a gap wider than the outer diameter of the short pipe portion 16c, and the end of the connecting steel rod 17 is inserted in the center thereof.
  • a through hole 18a is formed.
  • the nut 19 is screwed into the end of the connecting steel rod 17 inserted through the collar 18, and when the nut 19 presses the collar 18, the flange 16b of the adapter 16 and the connecting pipe 15 are interposed between them.
  • the rigid pipes 14 at both ends of 15 will be attracted to each other through their collars 18. Therefore, by tightening the nut 19, the rigid pipes 14 at both ends of the connecting pipe 15 are pressed against the flange 16b of the adapter 16 so that both side forces are sandwiched between the flange 16b of the adapter 16 and the connecting pipe 15 and fixed to each other. Is done.
  • the sum of the thickness D of the flange portion 16b and the thickness L of the connecting pipe 15 is configured to be equal to the predetermined interval W.
  • a plurality of pressure-resistant plates 21 for absorbing earth pressure are provided around the pipe assembly 11.
  • the pressure plate 21 is provided between side posts 22 provided along two adjacent rigid pipes 14 and 14, and the side posts 22 are disposed around the pipe assembly 11 via joint hooks 23. It is attached to connecting means 13 for connecting the rigid pipe 14.
  • the joint hook 23 includes a hook portion 23a that can be locked to one or both of the connecting pipe 15 and the flange portion 16b (not shown) of the adapter 16, and the hook portion. And an attachment portion 23b formed adjacent to 23a.
  • a slit 23c parallel to the rigid pipe 14 is formed in the mounting portion 23b in a state where the hook portion 23a is locked to the connecting pipe 15 or the like, and a through hole penetrating the slit 23c is formed.
  • 23d is formed in the attachment portion 23b in parallel with the connecting pipe 15. This joint hook 2 3 is locked to one or both of the connecting pipe 15 and the flange portion 16b in the vicinity of the rigid pipe 14, and the side post 22 is inserted into the slit 23c.
  • the side post 22 is provided vertically along the rigid pipe 14, and a curved portion 22a is formed in close contact with the outer surface of the rigid pipe 14.
  • a ridge 22b that enters the slit 23c of the joint hook 23 with the curved portion 22a in close contact with the rigid pipe 14 is formed on the side post 22, and the ridge 22b has a communication hole 22c that faces the through hole 23d. It is formed.
  • the side post 22 has a ridge 22b inserted into the slit 23c of the joint hook 23, and the bolt 24 is inserted into the communication hole 22c and the through hole 23d with the communication hole 22c facing the through hole 23d. 22 is configured to be attached to the joint hook 23. Then, the joint hooks 23 are locked on both sides of the noise coupling means 13, and the side posts 22 are attached to the joint hooks 23, respectively. It is possible to follow post 22.
  • a plurality of supporting steel rods 26 are vertically spaced between two side posts 22 along two rigid pipes 14, 14 fixed to each other. A plurality of bridges will be installed.
  • the support steel rod 26 is a rod made of stainless steel having excellent corrosion resistance.
  • a pressure plate 21 that closes the space between the two side posts 22 is attached to the plurality of support steel rods 26.
  • the pressure-resistant plate 21 is a plate material having plastic, slate, synthetic wood or the like, and on its back side, a hook 21a for locking to the support steel rod 26 faces the support steel rod 26.
  • the pressure plate 21 is configured to close between the side posts 22 by locking the hooks 21a to the support steel rods 26.
  • the surface is configured to be flush with the surface of the pressure plate 21 and the outer surface of the rigid pipe 14 is in contact with the extended surface.
  • a pair of bracing plates 27 are provided on the upper and lower portions of the four rigid pipes 14 connected in a lattice pattern by the pipe connecting means 13 (FIG. Only the crossing plate is shown.) O As shown in Fig. 9, this bracing plate 27 has a notch 27a with a width equal to its thickness in the width direction in the center to half the depth, and two bracing plates 27 are prepared. Shi A pair of bracing plates 27 combined in a cross shape are formed by combining the cuts 27a with each other. The pair of bracing plates 27 are installed between the two rigid pipes 14 and 14 located on the diagonal lines of the four rigid pipes 14 connected in a lattice pattern by the pipe connecting means 13.
  • the end of the bracing plate 27 is fixed to the upper part or the lower part of the rigid pipe 14 via a fixture 28.
  • a fixture 28 is formed with two protrusions 28a that can be inserted into the locking holes 14c.
  • the fixing 28 has a recess 28b in which the end of the bracing plate 27 can be inserted either upward or downward, and the upper or lower surface of the bracing plate 27 with the bracing plate 27 in contact with the bottom or upper surface of the recess 28b.
  • An upper surface or a lower surface that is flush with the fixing member 28 is formed.
  • the locking hole 14 c is formed in the rigid pipe 14 so that the upper surface or the lower surface of the fixture 28 is flush with the upper surface or the lower surface of the rigid pipe 14.
  • the upper and lower surfaces of the pair of bracing plates 27 fixed to the upper or lower portion of the rigid pipe 14 are configured to be flush with the upper or lower edge of the four rigid pipes 14 connected in a grid pattern.
  • the pipe assembly 11 of the present invention is assembled after excavating a place where the underground storage tank 10 is to be formed and disposing the water shielding or water permeable sheet 12.
  • a place where the underground storage tank 10 is to be formed is excavated according to the required depth and shape, and a water-impervious or permeable sheet 12 is provided at the lowermost part of the center. Deploy .
  • a base plate 10a made of a synthetic resin plate in this embodiment is laid on the central portion of the water shielding or water permeable sheet 12, and a pipe assembly 11 is formed on the base plate 10a.
  • the pipe connecting means 13 includes a connecting pipe 15 and an adapter 16, and the adapter 16 is attached to both ends of the connecting pipe 15.
  • the nuts are respectively screwed into the male threads 17a at both ends of the connecting steel rod 17, and the two rigid pipes 14 are connected to each other via the collar 18 with the flange 16b of the adapter 16 and the connecting pipe 15 interposed therebetween. Attract and fix.
  • the adapter 16 Since the flange portion 16 b is configured to be in close contact with the outer surface of the rigid pipe 14, the adapter 16 does not tilt with the connecting pipe 15 together with the rigid pipe 14. As a result, it is possible to obtain a storage pipe aggregate 11 with less deformation as a whole.
  • the connecting pipe 15 is composed of the pipe body 15a and the spacer 15b that can be fitted to the cylindrical portion 16a, a flange is formed at the end of the pipe body 15a as shown in detail in FIG.
  • the cylindrical portion 16a is inserted until the portion 16b comes into contact with the edge thereof, the distance between the adapters 16 provided on both sides of the pipe body 15a is shortened only by the thickness A of the spacer 15b. Therefore, in the short state, even if the two rigid pipes 14 adjacent to each other maintain a predetermined interval W, the short pipe portion 16c of one adapter 16 is connected to one of the adapters 16 as shown in FIG.
  • the short pipe portion 16c of the other adapter 16 can be opposed to the mounting hole 14a of the other rigid pipe 14 in a state where it is inserted into the attachment hole 14a of the rigid pipe 14. Then, as shown in FIG. 2 (b), the short pipe portion 16c of the other adapter 16 is inserted into the mounting hole 14a of the other rigid pipe 14, and as shown in FIG. If the spacer 15b is fitted into the cylindrical portion 16a of the gap between the end edge and the flange portion 16b of the adapter 16 to close the gap, the length C of the noise body 15a and the spacer 16b The sum of the thickness A constitutes the length L of the connecting pipe 15, and the two rigid pipes 14 are connected by the pipe connecting means 13 without moving the two rigid pipes 14 that keep the predetermined interval W. Can be made. For this reason, the aggregate 11 of pipes for a storage tank with little deformation as a whole can be obtained relatively easily.
  • the pipe 11 for a storage tank is such that the upper surface or the lower surface is flush with the upper edge or the lower edge of the rigid pipe 14 between the upper part or the lower part of the rigid pipe 14. Since the bracing plate 27 (Fig. 9) is installed, the upper edge of the pipe assembly 11 including them is composed of the upper edge of the rigid pipe 14 and the upper surface of the plate 27, and the pipe assembly 11 including these The lower edge is constituted by the lower edge of the rigid pipe 14 and the lower surface of the bracing plate 27. For this reason, the area which substantially constitutes the upper surface and the lower surface of the pipe assembly 11 is increased, and the stability of the Neuve assembly 11 can be further improved. In addition, the presence of the brace 27 As a result, the pipe assembly 11 becomes a strong structure, and when external forces such as earth pressure are applied to the obtained storage tank, the pipe assembly 11 is prevented from being greatly deformed. That's right.
  • the assembled Neuve assembly 11 is encased in a water-permeable or water-permeable sheet 12.
  • a plurality of pressure plates 21 are provided around, the step between the rigid pipe 14 and the pipe connecting means 13 around the pressure plate 21 is provided. Can be filled with 21.
  • the outer surface of the pressure plate 21 is flush with the outer surfaces of the two side posts 22 and 22, and the outer surface of the rigid pipe 14 is in contact with the extended surface.
  • the pipe assembly 11 provided with a plurality of pressure plates 21 has a rectangular shape as a whole, and the work of encapsulating the assembly 11 with the sheet 12 is facilitated, and the external tank has a large amount of stress and little deformation. Can be formed.
  • the raised end of the water-permeable or permeable sheet 12 enclosing the pipe assembly 11 is placed on the upper side of the Neuve assembly 11 after surrounding the pipe assembly 11.
  • the Neuve aggregate 11 is wrapped by the water-impervious or water-permeable sheet 12, and the storage tank 10 is formed.
  • the deformation of the entire Neuve assembly 11 due to the inclination of the pipe connecting means 13 is avoided, and the workability when the obtained assembly 11 of pipes is encapsulated with the sheet 12 is Improves than before.
  • the storage tank 10 made in this way is connected to the intake pipe 10d, the vent pipe 10b, the overflow pipe 10c and the drain pipe 25a, and the upper ends of the intake pipe 10d, the vent pipe 10b and the drain pipe 25a are connected to each other.
  • Reservoir 10 is backfilled as it appears on the surface.
  • the upper end of the intake pipe 10d is connected to a rainwater collecting groove 10e etc. on the ground surface after that, and the rainwater collected in the groove 10e etc. is configured to flow into the storage tank 10.
  • the vent pipe 10b is configured to release internal air to the outside of the ground or to allow air outside the ground to flow into the storage tank 10 when water flows from the intake pipe 10d or when water is drained by the drainage means 25 described later.
  • the overflow pipe 10c is configured to guide the surplus water from the storage tank 10 to the outside of the ground or to another storage tank or the like when the water inflow exceeds the internal volume of the storage tank 10.
  • a drainage means 25 capable of taking water stored in the storage tank 10 is provided on the surface above the backfilled storage tank 10 and located at the upper end of the drainage pipe 25a.
  • Drainage means 25 is a drainage pipe 25a whose lower end penetrates the water-impervious or permeable sheet 12 and reaches the lower part of the storage tank 10, and a drainage pump that is provided on the ground and that the upper end force of the drainage pipe 25a can also suck water inside the storage tank 10. 25b.
  • the drainage means 25 is configured such that the water in the storage tank 10 can be extracted from the discharge pipe 25c by discharging the water from the discharge pipe 25c by sucking the water in the storage tank 10 through the drain pipe 25a by the drain pump 25b. Is done.
  • the underground storage tank 10 configured in this way, rainwater falling on the ground surface is collected in the rainwater collecting groove 10e and flows into the storage tank 10 through the intake pipe 10d, and this storage tank 10 flows into the interior.
  • the rainwater is stored.
  • the inflowing rainwater initially enters the inside of one of the rigid pipes 14, and then the rainwater also flows into the other rigid pipe 14, and the rainwater is effectively stored in the space surrounded by the water shielding or permeable sheet 12.
  • the proportion of the space occupied by the rigid pipe 14 is less than that of the conventional one in which a water-absorbing material made of sand, gravel, crushed stone, etc. is wrapped in a water shielding or permeable sheet.
  • Tank 10 has more rainwater storage than the conventional one.
  • the rigid pipe 14 is made by processing a relatively inexpensive salty vinyl resin made in large quantities by extrusion molding, it will be compared with a stagnant material formed using an expensive mold. It is inexpensive and the unit price of underground storage tank 10 is not pushed up.
  • recycled products such as recycled noise are used as the rigid pipe 14 and the connecting pipe 15, it will open the way for pollution prevention and effective use of resources.
  • a storage tank capable of storing rainwater can be obtained.

Abstract

[PROBLEMS] To provide an aggregate of pipes for a storage tank manufacturable at rather low cost, capable of storing rather much rain water, and generally reduced in deformation by increasing a connection force between the rigid pipes. [MEANS FOR SOLVING PROBLEMS] This aggregate of the pipes comprises the plurality of rigid pipes (14) and a pipe connection means (13). Mounting holes (14a) are formed in the rigid pipes. The pipe connection means comprises a connection pipe (15), adapters (16) having cylindrical parts (16a) allowed to be inserted into the connection pipe, flange parts (16b) facing the end edges of the connection pipe, and short pipe parts (16c) allowed to be inserted into the mounting holes and having center holes (16d) formed therethrough, a connection steel bar (17) passed through the connection pipe, and fixing means (17a), (18), and (19) pulling the end parts of the connection steel bar into the rigid pipes and fixing two rigid pipes to each other. The short pipe side end faces of the flange parts are formed to be fitted to the outer surfaces of the rigid pipes around the moving holes and so that the sum of the thicknesses D of the flange parts and the length L of the connection pipe is equal to a prescribed distance W.

Description

明 細 書  Specification
貯留槽用パイプの集合体  Aggregate of storage pipes
技術分野  Technical field
[0001] 本発明は、複数本の剛性パイプがパイプ連結手段により互いに連結され、シートに 被包されて貯留槽を構成する貯留槽用パイプの集合体に関するものである。  [0001] The present invention relates to an assembly of storage tank pipes in which a plurality of rigid pipes are connected to each other by pipe connection means and encapsulated in a sheet to form a storage tank.
背景技術  Background art
[0002] 従来、雨水を有効に利用するための設備として、雨水を貯留するように構成された 貯留槽を地下に埋設したものが知られている。この設備では、家屋の屋根若しくは屋 上又は地表に落下した雨水を樋又は溝により集め、この集めた水を貯留槽に導いて その内部に貯留するように構成される。そしてこのような設備には地上力も内部に貯 留された水を抜出し可能なポンプ等の排水手段が設けられ、この排水手段により内 部に貯留された水を抜出してその水を利用できるように構成される。  Conventionally, as a facility for effectively using rainwater, a storage tank configured to store rainwater is buried underground. This facility is configured to collect rainwater that has fallen on the roof or roof of the house or on the ground surface, using a gutter or a ditch, and guide the collected water to a storage tank and store it inside. Such facilities are equipped with drainage means such as a pump that can extract the water stored in the ground and can be used by extracting the water stored inside by the drainage means. Composed.
[0003] 従来、このような設備に使用される貯留槽であって、地下に比較的簡易に設置でき るものとして、箱形に形成された榭脂成型品からなる複数の滞水材を組み上げ、その 組み上げられた滞水材の集合体を遮水シートや透水シートで被包したものが知られ ている (例えば、特許文献 1参照。 ) oこの貯留槽では、地下貯留槽を形成すべき場 所を掘削し、その掘削した中央最下部分にシートを配置してその中央部分に榭脂成 型品からなる複数の箱形形状を有する滞水材を縦横及び高さ方向に組み上げて滞 水材の集合体を構成し、その後、シートの周囲を立ち上げてその集合体の周囲をそ のシートにより包囲し、その集合体の上面にシートの端部を載せることによりその集合 体をそのシートにより包み込むことで形成される。この地下貯留槽では、縦横に組み 上げられた榭脂成型品からなる複数の滞水材の隙間に水を貯留させることができる ようになっている。  [0003] Conventionally, a storage tank used in such equipment, which can be installed relatively easily in the basement, is assembled with a plurality of water-absorbing materials made of a resin-molded product formed in a box shape. It is known that the assembled water-absorbing material assembly is encapsulated with a water-impervious sheet or water-permeable sheet (for example, refer to Patent Document 1). Excavate the site, place a sheet in the lowermost central part of the excavated area, and assemble the water-retaining material having a plurality of box-shaped products made of resin products in the central part in the vertical and horizontal directions and in the height direction. After constructing an aggregate of water material, the periphery of the sheet is raised, the periphery of the aggregate is surrounded by the sheet, and the end of the sheet is placed on the upper surface of the aggregate, thereby the aggregate is It is formed by wrapping with a sheet. In this underground storage tank, water can be stored in the gaps between a plurality of water-absorbing materials made of resin molded products assembled vertically and horizontally.
特許文献 1:特公平 4 35580号公報 (特許請求の範囲、第 1図)  Patent Document 1: Japanese Patent Publication No. 4 35580 (Claims, Fig. 1)
発明の開示  Disclosure of the invention
発明が解決しょうとする課題  Problems to be solved by the invention
[0004] しかし、榭脂成型品からなる複数の箱形形状を有する滞水材を縦横及び高さ方向 に組み上げて滞水材の集合体を構成し、その集合体を遮水シートや透水シートで被 包することにより形成するこの種の貯留槽では、以下に示すような不具合があった。 即ち、第 1に、高さ方向に箱形形状を有する滞水材を積み上げることには限界が有り 、大規模ィ匕への対応ができない。第 2に、全て同質の施工になり、使用条件や現場 条件に合わせて施工するなどの柔軟な対応が不可能である。第 3に、大型化に伴つ て単位容積当たりの資材費や施工費が低減するいわゆる規模メリットが得られない。 第 4に内部に人が入って管理点検することが不可能であったり極めて困難である不 具合があった。 [0004] However, a water-repellent material having a plurality of box shapes made of a resin molded product is used in the vertical and horizontal directions and in the height direction. This type of storage tank formed by assembling a water-absorbing material assembly and encapsulating the assembly with a water-impervious sheet or water-permeable sheet has the following problems. That is, first, there is a limit to stacking water-absorbing materials having a box shape in the height direction, and it is not possible to deal with large-scale waste. Secondly, all construction works are of the same quality, making it impossible to respond flexibly, such as construction according to usage conditions and site conditions. Third, the so-called economies of scale that reduce the material cost and construction cost per unit volume with the increase in size cannot be obtained. Fourthly, there was a problem that it was impossible or extremely difficult for people to enter and manage and inspect.
[0005] 本発明の第 1の目的は、高さ方向に比較的容易に伸ばすことができ、その高さを伸 ばすことにより貯留槽を比較的容易に大型化させ得る貯留槽用パイプの集合体を提 供することにある。  [0005] A first object of the present invention is a collection of storage tank pipes that can be extended relatively easily in the height direction, and that the storage tank can be enlarged relatively easily by extending the height. To provide a body.
本発明の第 2の目的は、現場条件に応じた柔軟な対応が可能な貯留槽用ノイブの 集合体を提供することにある。  A second object of the present invention is to provide a collection of storage tanks that can be flexibly adapted to the field conditions.
本発明の第 3の目的は、単位容積当たりの資材費及び施工費を低減し得る貯留槽 用ノイブの集合体を提供することにある。  A third object of the present invention is to provide a collection of storage tanks that can reduce material costs and construction costs per unit volume.
本発明の第 4の目的は、管理点検が比較的容易な貯留槽用パイプの集合体を提 供することにある。  A fourth object of the present invention is to provide an assembly of storage pipes that are relatively easy to manage and inspect.
課題を解決するための手段  Means for solving the problem
[0006] 請求項 1に係る発明は、図 11に示すように、水平方向に所定の間隔 Wをあけて鉛 直に立てられた複数本の剛性パイプ 14と、複数本の剛性パイプ 14を互いに平行に 連結するパイプ連結手段 13とを備え、シート 12に被包されて貯留槽 10を構成する パイプの集合体 11の改良である。 [0006] As shown in FIG. 11, the invention according to claim 1 is configured such that a plurality of rigid pipes 14 and a plurality of rigid pipes 14 which are erected straight with a predetermined interval W in the horizontal direction are connected to each other. This is an improvement of the pipe assembly 11 that includes pipe connection means 13 that are connected in parallel and is encapsulated in a sheet 12 to form the storage tank 10.
その特徴ある構成は、図 1に詳しく示すように、剛性パイプ 14の外周に取付孔 14a が形成され、ノイブ連結手段 13が、所定の間隔 Wに配置され所定の間隔 Wより短い 長さ Lを有する連結パイプ 15と、連結パイプ 15の両端に設けられ連結パイプ 15に挿 入可能な筒部 16aと筒部 16aに連続して形成され連結パイプ 15の端縁に臨むフラン ジ部 16bとフランジ部 16bを介して筒部 16aに同軸に設けられ取付孔 14aに挿入可 能な短管部 16cとを有し短管部 16cとフランジ部 16bと筒部 16aを貫通する中心孔 1 6dが形成されたアダプタ 16と、連結パイプ 15を貫通し連結ノィプ 15の両端に設け られたアダプタ 16の中心孔 16dに両端部がそれぞれ挿通可能な長さを有する連結 鋼棒 17と、短管部 16cが外部から取付孔 14aに挿入された剛性パイプ 14の内側に 設けられ中心孔 16dに揷通された連結鋼棒 17の端部を剛性パイプ 14の内側に引き 込んでフランジ部 16bと連結ノィプ 15とを間に介在させた互いに隣接する 2つの剛 性パイプ 14を互いに引きつけて 2つの剛性パイプ 14を互いに固定する固定手段 17 a, 18, 19とを備え、フランジ部 16bの短管部 16c側端面が短管部 16cが取付孔 14a に挿入された状態で取付孔 14a周囲の剛性パイプ 14の外面に密着可能に構成され かつフランジ部 16bの厚さ Dと連結パイプ 15の長さ Lの和が所定の間隔 Wに等しくな るように構成されたところにある。 As shown in detail in FIG. 1, the characteristic structure is that a mounting hole 14a is formed on the outer periphery of the rigid pipe 14, and the noise coupling means 13 is arranged at a predetermined interval W and has a length L shorter than the predetermined interval W. The connecting pipe 15, the cylindrical portion 16 a provided at both ends of the connecting pipe 15, which can be inserted into the connecting pipe 15, and the flange portion 16 b which is formed continuously from the cylindrical portion 16 a and faces the edge of the connecting pipe 15, and the flange portion A central hole 1 having a short pipe portion 16c that is provided coaxially with the cylindrical portion 16a through 16b and can be inserted into the mounting hole 14a, and passes through the short pipe portion 16c, the flange portion 16b, and the cylindrical portion 16a. An adapter 16 having 6d formed therein, a connecting steel rod 17 having a length through which both ends can be inserted into the center holes 16d of the adapter 16 provided at both ends of the connecting nozzle 15 through the connecting pipe 15. Part 16c is provided inside the rigid pipe 14 inserted from the outside into the mounting hole 14a, and the end of the connecting steel rod 17 passed through the center hole 16d is drawn into the rigid pipe 14 and connected to the flange part 16b. Fixing means 17 a, 18, and 19 for fixing the two rigid pipes 14 to each other by attracting the two rigid pipes 14 adjacent to each other with the nozzle 15 interposed therebetween, and the short pipe portion of the flange portion 16 b 16c side end face is configured to be able to adhere to the outer surface of rigid pipe 14 around mounting hole 14a with short pipe part 16c inserted into mounting hole 14a, and flange part 16b thickness D and connecting pipe 15 length L Where the sum of is equal to the predetermined interval W A.
[0007] この請求項 1に記載された貯留槽用パイプの集合体では、従来の箱形形状を有す る榭脂成型品力もなる滞水材を用いることをせずに、剛性パイプ 14を用いる。そして 、この剛性パイプ 14を垂直に一定間隔で立設させ、その剛性パイプ 14を梁にあたる 水平方向の連結パイプ 15で連結して、格子状の立体構造を形成することを主な特 徴としている。従って、第 1に剛性パイプ 14自体の長さを増カロさせることにより、或い は剛性パイプ 14を 2m又は 4mを単位として複数本長手方向に連結すれば、得られ るパイプの集合体の高さを比較的容易に増加させることができる。このため、その高さ を増加させることにより得られる貯留槽の内部高さも増カロしてその内容積も拡大して、 得られる貯留槽を比較的容易に大型化させることができる。  [0007] In the assembly of pipes for a storage tank described in claim 1, the rigid pipe 14 is formed without using a water-spilling material having a conventional box-like shape and a molded resin product. Use. The main feature is that the rigid pipe 14 is erected vertically at regular intervals, and the rigid pipe 14 is connected by a horizontal connecting pipe 15 corresponding to the beam to form a lattice-like three-dimensional structure. . Therefore, first, by increasing the length of the rigid pipe 14 itself, or by connecting a plurality of rigid pipes 14 in the longitudinal direction in units of 2 m or 4 m, the height of the aggregate of pipes obtained is increased. The thickness can be increased relatively easily. For this reason, the internal height of the storage tank obtained by increasing the height is also increased and the internal volume is increased, so that the resulting storage tank can be relatively easily enlarged.
第 2に、このノイブの集合体が地中に埋設されて貯留槽が形成された場合に、土 圧によりこのパイプの集合体に加わる水平方向の応力は地中深度に比例して大きく なる。しかし、この請求項 1に記載されたノイブの集合体では、剛性パイプ 14を連結 する水平方向に延びる連結パイプ 15の数を地中深度に比例して増加させることによ り、深度に比例して増加する応力をその増加させた複数の連結パイプ 15により吸収 させることができ、剛性パイプ 14の長さや連結パイプ 15の本数等を現場に合わせて 比較的容易に変更することができ、現場条件に応じた柔軟な対応が可能になる。  Secondly, when this Neuve aggregate is buried in the ground and a storage tank is formed, the horizontal stress applied to the aggregate of pipes by earth pressure increases in proportion to the underground depth. However, in the Neuve assembly described in claim 1, the number of horizontally extending connecting pipes 15 connecting the rigid pipes 14 is increased in proportion to the depth of the ground, so that the proportionality to the depth is achieved. The increased stress can be absorbed by the increased number of connecting pipes 15, and the length of the rigid pipe 14 and the number of connecting pipes 15 can be changed relatively easily according to the site. It is possible to respond flexibly according to the situation.
[0008] 第 3に、この請求項 1に記載されたパイプの集合体では、剛性パイプ 14や連結パイ プ 15の長さを増カロさせると得られる貯留槽も大型化するけれども、パイプの集合体自 体の施工時間が増加するようなことはない。このため、大型化するほど、単位容積当 たりの資材費及び施工費を低減させることができる。 [0008] Thirdly, in the pipe assembly described in claim 1, when the length of the rigid pipe 14 and the connecting pipe 15 is increased, the storage tank obtained is also enlarged. Self There will be no increase in body construction time. For this reason, material and construction costs per unit volume can be reduced as the size increases.
第 4に、この請求項 1に記載されたパイプの集合体では、剛性パイプ 14を連結パイ プ 15で連結するので、連結パイプ 15の長さが長ければ剛性パイプ 14と剛性パイプ 1 4の間に人が入り込むことができ、このパイプの集合体の管理点検を無理なくすること ができる。  Fourthly, in the aggregate of pipes described in claim 1, the rigid pipe 14 is coupled by the coupling pipe 15. Therefore, if the length of the coupling pipe 15 is long, it is between the rigid pipe 14 and the rigid pipe 14. It is possible to make it easier to manage and inspect the assembly of pipes.
なお、この請求項 1に記載されたパイプの集合体では、連結パイプ 15の両端にァ ダプタ 16を設け、そのアダプタ 16のフランジ部 16bと連結パイプ 15とを間に介在さ せて 2つの剛性パイプ 14を固定手段 17a, 18, 19により互いに引きつけて固定する けれども、そのフランジ部 16bを剛性パイプ 14の外面に密着するように構成したので 、アダプタ 16が連結パイプ 15とともに剛性パイプ 14に対して傾くようなことはなぐ各 剛性パイプ 14間の連結力は高まり、全体として変形が少ない貯留槽用パイプの集合 体 11を得ることが可能になる。  In the pipe assembly described in claim 1, the adapter 16 is provided at both ends of the connection pipe 15, and the flange 16b of the adapter 16 and the connection pipe 15 are interposed between the two stiffnesses. Although the pipe 14 is attracted and fixed to each other by the fixing means 17a, 18, 19, the flange portion 16b is configured to be in close contact with the outer surface of the rigid pipe 14. The connecting force between the rigid pipes 14 that cannot be tilted is increased, and it becomes possible to obtain the aggregate 11 of the storage pipes with little deformation as a whole.
[0009] 請求項 2に係る発明は、請求項 1に係る発明であって、固定手段が、連結鋼棒 17 の両端部にそれぞれ形成された雄ねじ 17aと、短管部 16cが外部から取付孔 14a〖こ 挿入された剛性パイプ 14の内側から連結鋼棒 17の端部に嵌入されかつ剛性パイプ 14の内壁に当接するカラー 18と、カラー 18が嵌入された連結鋼棒 17の端部におけ る雄ねじ 17aに剛性パイプ 14の内側カも螺合されカラー 18を介して連結鋼棒 17の 端部を剛性パイプ 14の内側に引き込むナット 19とを備えたことを特徴とする。  [0009] The invention according to claim 2 is the invention according to claim 1, wherein the fixing means includes male threads 17a formed on both ends of the connecting steel rod 17, and short pipe portions 16c from the outside. 14a scissors are inserted into the end of the connecting steel rod 17 from the inside of the inserted rigid pipe 14 and contact the inner wall of the rigid pipe 14, and at the end of the connecting steel rod 17 into which the collar 18 is inserted. The inner thread of the rigid pipe 14 is also screwed into the male thread 17a, and the nut 19 is provided to pull the end of the connecting steel rod 17 into the rigid pipe 14 through the collar 18.
この請求項 2に記載された貯留槽用パイプの集合体では、連結鋼棒 17の両端にお ける雄ねじ 17aにナット 19をそれぞれ螺合するだけの比較的単純な作業で、ァダプ タ 16のフランジ部 16bと連結パイプ 15とを間に介在させた 2つの剛性パイプ 14を力 ラー 18を介して互いに引きつけて固定することができる。  In the assembly of storage pipes described in claim 2, the flange of the adapter 16 can be obtained by a relatively simple operation in which the nuts 19 are respectively screwed into the male threads 17a at both ends of the connecting steel rod 17. The two rigid pipes 14 with the portion 16b and the connecting pipe 15 interposed therebetween can be fixed by being attracted to each other via the force roller 18.
[0010] 請求項 3に係る発明は、請求項 1又は 2に係る発明であって、連結パイプ 15はァダ プタ 16の筒部 16aが端部に挿入可能なパイプ本体 15aとパイプ本体 15aの一端又 は両端に設けられたスぺーサ 15bとにより構成され、スぺーサ 15bは筒部 16aに嵌着 可能に構成され筒部 16aに端部が嵌入されたノイブ本体 15aの端縁とアダプタ 16の フランジ部 16bとの間の隙間を閉塞可能に構成され、スぺーサ 16bの厚さ Aが筒部 1 6aの長さ Bより短く形成されかつパイプ本体 15aの長さ Cとスぺーサ 16bの厚さ(2 X A)の和が連結ノイブ 15の長さ Lを構成することを特徴とする。 [0010] The invention according to claim 3 is the invention according to claim 1 or 2, wherein the connection pipe 15 includes a pipe main body 15a into which the cylindrical portion 16a of the adapter 16 can be inserted at an end, and a pipe main body 15a. The spacer 15b is provided at one end or both ends, and the spacer 15b is configured to be fitted to the cylindrical portion 16a, and the edge of the Neuve main body 15a having the end portion fitted to the cylindrical portion 16a and the adapter. It is configured to be able to close the gap between the 16 flange parts 16b, and the thickness A of the spacer 16b is the cylindrical part 1 The sum of the length C of the pipe body 15a and the thickness of the spacer 16b (2 XA) forms the length L of the connecting noise 15 which is shorter than the length B of 6a.
この請求項 3に記載された貯留槽用パイプの集合体では、連結パイプ 15をパイプ 本体 15aと筒部 16aに嵌着可能なスぺーサ 15bとにより構成したので、パイプ本体 15 aの端部にフランジ部 16bがその端縁に当接するまで筒部 16aを挿入すると、そのス ぺーサ 15bの厚さ Aだけパイプ本体 15aの両側に設けられたアダプタ 16間が短くな る。従って、図 2 (a)に示すように、その短い状態では、互いに隣接する 2本の剛性パ ィプ 14が所定の間隔 Wを保っていても、一方のアダプタ 16における短管部 16cを一 方の剛性パイプ 14の取付孔 14aに挿入させた状態で、他方のアダプタ 16の短管部 16cを他方の剛性パイプ 14の取付孔 14aに対向させることができる。そして、図 2 (b) に示すように、他方のアダプタ 16の短管部 16cを他方の剛性パイプ 14の取付孔 14a に挿入させ、図 2 (c)に示すように、ノィプ本体 15aの端縁とアダプタ 16のフランジ部 16bとの間の隙間の筒部 16aにスぺーサ 15bを嵌着させてその間の隙間を閉塞させ れば、パイプ本体 15aの長さ Cとスぺーサ 16bの厚さ Aの和が連結パイプ 15の長さ L を構成し、所定の間隔 Wを保つ 2本の剛性パイプ 14を何ら移動させることなぐパイ プ連結手段 13によりその 2本の剛性パイプ 14を連結させることができる。  In the assembly of storage tank pipes described in claim 3, since the connecting pipe 15 is constituted by the pipe body 15a and the spacer 15b that can be fitted to the cylindrical portion 16a, the end of the pipe body 15a When the cylindrical portion 16a is inserted until the flange portion 16b comes into contact with the edge thereof, the distance between the adapters 16 provided on both sides of the pipe body 15a is shortened by the thickness A of the spacer 15b. Therefore, as shown in FIG. 2 (a), in the short state, even if two adjacent rigid pipes 14 maintain a predetermined interval W, the short pipe portion 16c of one adapter 16 is connected to the same. The short pipe portion 16c of the other adapter 16 can be made to face the mounting hole 14a of the other rigid pipe 14 in a state where it is inserted into the mounting hole 14a of the other rigid pipe 14. Then, as shown in FIG. 2 (b), the short tube portion 16c of the other adapter 16 is inserted into the mounting hole 14a of the other rigid pipe 14, and as shown in FIG. If the spacer 15b is fitted into the cylindrical part 16a of the gap between the edge and the flange part 16b of the adapter 16 to close the gap, the length C of the pipe body 15a and the thickness of the spacer 16b The sum of A constitutes the length L of the connecting pipe 15, and the two rigid pipes 14 are connected by the pipe connecting means 13 that does not move the two rigid pipes 14 that keep the predetermined interval W. be able to.
請求項 4に係る発明は、請求項 1ないし 3いずれか 1項に係る発明であって、図 4に 示すように、アダプタ 16のフランジ部 16b及び連結パイプ 15のいずれか一方又は双 方に係止可能に構成されたジョイントフック 23と、ジョイントフック 23に取付けられて パイプ連結手段 13により互いに固定された 2本の剛性パイプ 14, 14にそれぞれに 沿うように構成された 2本のサイドポスト 22, 22と、 2本のサイドポスト 22, 22の間に架 設された複数本の支持鋼棒 26と、複数本の支持鋼棒 26に取付けられ 2本のサイドポ スト 22, 22の間を閉塞する耐圧板 21とを更に備え、耐圧板 21の外表面は 2本のサイ ドポスト 22, 22の外表面と面一であってかつ延長面上に剛性パイプ 14の外表面が 接するように構成されたことを特徴とする。  The invention according to claim 4 is the invention according to any one of claims 1 to 3, and as shown in FIG. 4, the invention relates to one or both of the flange portion 16 b and the connecting pipe 15 of the adapter 16. Joint hook 23 configured to be able to stop, and two side posts 22 configured to follow two rigid pipes 14, 14 attached to joint hook 23 and fixed to each other by pipe connecting means 13 , 22 and multiple support steel rods 26 installed between the two side posts 22 and 22, and the support steel rods 26 attached to the multiple support steel rods 26 and blocking between the two side posts 22 and 22 The pressure plate 21 is configured so that the outer surface of the pressure plate 21 is flush with the outer surfaces of the two side posts 22 and 22 and the outer surface of the rigid pipe 14 is in contact with the extended surface. It is characterized by that.
この請求項 4に記載された貯留槽用パイプの集合体では、周囲に複数の耐圧板 21 を設けることにより、その周囲の剛性パイプ 14とパイプ連結手段 13との間における段 差をその耐圧板 21により埋めることができる。そして、この耐圧板 21の外表面は 2本 のサイドポスト 22, 22の外表面と面一であってかつ延長面上に剛性パイプ 14の外表 面が接するように構成されているので、周囲に複数の耐圧板 21を設けたパイプの集 合体 11は全体として方形状になり、この集合体 11をシート 12で被包して、内部でし つかりとした構造体を形成することが可能になり、シート 12に土圧等の外力が加わつ た場合に大きく変形することを防止することができる。 In the assembly of storage tank pipes described in claim 4, by providing a plurality of pressure-resistant plates 21 around, the difference between the surrounding rigid pipe 14 and the pipe connecting means 13 can be reduced. Can be filled with 21. The pressure plate 21 has two outer surfaces. Since the outer surface of the rigid pipe 14 is flush with the outer surface of the side posts 22 and 22 and the outer surface of the rigid pipe 14 is in contact with the extended surface, it is an assembly of pipes with multiple pressure plates 21 around them. 11 has a rectangular shape as a whole, and this assembly 11 can be encapsulated with a sheet 12 to form a structure that is firmly attached to the inside, and an external force such as earth pressure is applied to the sheet 12. Can be prevented from being greatly deformed.
[0012] 請求項 5に係る発明は、請求項 1ないし 4いずれか 1項に係る発明であって、図 9に 示すように、パイプ連結手段 13により格子状に連結された 4本の剛性パイプ 14の対 角線上に位置するそれぞれ 2本の剛性パイプ 14の上部又は下部の間に上面又は下 面が剛性パイプ 14の上端縁又は下端縁と面一になるように筋交い板 27がそれぞれ 架設されたことを特徴とする。 [0012] The invention according to claim 5 is the invention according to any one of claims 1 to 4, wherein, as shown in FIG. 9, four rigid pipes connected in a lattice form by pipe connecting means 13 A bracing plate 27 is installed between the upper and lower portions of each of the two rigid pipes 14 located on the 14 diagonal lines so that the upper or lower surface is flush with the upper or lower edge of the rigid pipe 14. It is characterized by that.
この請求項 5に記載された貯留槽用ノイブの集合体では、剛性パイプ 14の上部又 は下部の間に上面又は下面が剛'性パイプ 14の上端縁又は下端縁と面一になるよう に筋交い板 27を架設するので、これらを含むパイプの集合体 11の上縁が剛性パイ プ 14の上縁と筋交い板の上面により構成され、これらを含むパイプの集合体 11の下 縁が剛性パイプ 14の下縁と筋交い板の下面により構成されることになる。このため、 ノイブの集合体の実質的に上面及び下面を構成する面積を増加させることができ、 これによりパイプの集合体 11の安定性をより向上させることができる。  In the collection of storage tank noises according to claim 5, the upper or lower surface of the rigid pipe 14 is flush with the upper or lower edge of the rigid pipe 14 between the upper or lower portions. Since the bracing plate 27 is installed, the upper edge of the pipe assembly 11 including these is constituted by the upper edge of the rigid pipe 14 and the upper surface of the bracing plate, and the lower edge of the pipe assembly 11 including these is the rigid pipe. It consists of 14 lower edges and the underside of the brace. For this reason, the area which substantially comprises the upper surface and the lower surface of the Neuve aggregate can be increased, and thereby the stability of the pipe aggregate 11 can be further improved.
発明の効果  The invention's effect
[0013] 本発明のパイプの集合体では、剛性パイプを垂直に一定間隔で立設させて水平方 向の連結パイプで連結して格子状の立体構造を形成する。従って、剛性パイプ自体 の長さを増加させることにより、或いは剛性パイプを複数本長手方向に連結すれば 得られるノイブの集合体の高さを比較的容易に増加させることができる。このため、 その高さを増加させることにより得られる貯留槽を比較的容易に大型化させることが できる。また、深度に比例して連結パイプを増加させて深度に比例して増加する応力 を吸収させることができ、現場条件に応じた柔軟な対応が可能になる。更に、大型化 するほど単位容積当たりの資材費及び施工費を低減させることができ、剛性パイプと 剛性パイプの間に人が入り込むことができればパイプの集合体の管理点検を無理な くすることがでさる。 また、連結パイプの両端にアダプタを設け、その連結パイプとアダプタを貫通する 連結鋼棒の両端を固定手段により剛性パイプの内側に引き込み、そのアダプタのフ ランジ部と連結パイプとを間に介在させて 2つの剛性パイプを互いに引きつけて固定 するものであって、剛性パイプの外面に直接接触するフランジ部をその剛性パイプの 外面に密着するように構成したので、アダプタが連結パイプとともに剛性パイプに対 して傾くようなことはなぐ各剛性パイプ間の連結力は高まり、全体として変形が少な い貯留槽用パイプの集合体を得ることが可能になる。 [0013] In the assembly of pipes of the present invention, rigid pipes are erected vertically at regular intervals and connected by horizontal connecting pipes to form a lattice-like three-dimensional structure. Accordingly, it is possible to relatively easily increase the height of the aggregate of noise obtained by increasing the length of the rigid pipe itself or by connecting a plurality of rigid pipes in the longitudinal direction. For this reason, the storage tank obtained by increasing the height can be enlarged comparatively easily. In addition, it is possible to absorb the stress that increases in proportion to the depth by increasing the number of connecting pipes in proportion to the depth, making it possible to respond flexibly according to the field conditions. Furthermore, the larger the size, the lower the material cost per unit volume and the construction cost. If a person can enter between the rigid pipes, the management inspection of the pipe assembly can be made impossible. I'll do it. Also, adapters are provided at both ends of the connecting pipe, and both ends of the connecting pipe and the connecting steel rod passing through the adapter are pulled into the rigid pipe by fixing means, and the flange portion of the adapter and the connecting pipe are interposed. The two rigid pipes are attracted and fixed to each other, and the flange portion that directly contacts the outer surface of the rigid pipe is configured to be in close contact with the outer surface of the rigid pipe. As a result, the connecting force between the rigid pipes that cannot be tilted increases, and it becomes possible to obtain an aggregate of reservoir pipes that are less deformed as a whole.
[0014] また、連結パイプをパイプ本体とスぺーサとにより構成すれば、パイプ本体の端部 にアダプタを挿入すると、そのスぺーサの厚さだけパイプ本体の両側に設けられたァ ダプタ間は短くなる。従って、その短い状態では、互いに隣接する 2本の剛性パイプ が所定の間隔を保って 、ても、一方のアダプタを一方の剛性パイプに挿入させた状 態で、他方のアダプタを他方の剛性パイプに対向させることができる。そして、他方の アダプタを他方の剛性パイプに挿入させ、ノイブ本体の端縁とアダプタとの間の隙間 をスぺーサにより閉塞させれば、パイプ本体の長さとスぺーサの厚さの和が連結パイ プの長さを構成し、所定の間隔を保つ 2本の剛性パイプを何ら移動させることなぐパ イブ連結手段によりその 2本の剛性パイプを連結させることができる。 [0014] Also, if the connecting pipe is composed of a pipe body and a spacer, when an adapter is inserted into the end of the pipe body, the distance between the adapters provided on both sides of the pipe body is equal to the thickness of the spacer. Becomes shorter. Therefore, in the short state, even if two adjacent rigid pipes are kept at a predetermined interval, one adapter is inserted into one rigid pipe and the other adapter is inserted into the other rigid pipe. Can be opposed to each other. Then, if the other adapter is inserted into the other rigid pipe and the gap between the edge of the Neuve body and the adapter is closed by the spacer, the sum of the length of the pipe body and the thickness of the spacer is obtained. The two rigid pipes can be connected by a pipe connecting means that does not move the two rigid pipes that constitute the length of the connecting pipe and maintain a predetermined interval.
また、パイプの集合体の周囲に複数の耐圧板を設ければ、その周囲の剛性パイプ とパイプ連結手段との間における段差をその耐圧板により埋め、この耐圧板の外表 面は 2本のサイドポストの外表面と面一であってかつ延長面上に剛性パイプの外表 面が接するように構成すれば、周囲に複数の耐圧板を設けたパイプの集合体が全体 として方形状になり、この集合体をシートで被包する作業を容易にするとともに、土圧 等の外力が加わった場合におけるシートが変形することを防止することができる。  If a plurality of pressure plates are provided around the pipe assembly, the step between the rigid pipe and the pipe connecting means around the pipe is filled with the pressure plates, and the outer surface of this pressure plate is the two sides. If it is configured so that the outer surface of the rigid pipe is in contact with the outer surface of the post and on the extended surface, the aggregate of pipes with a plurality of pressure-resistant plates around them will form a square shape as a whole. This makes it easy to encapsulate the assembly with a sheet, and prevents the sheet from being deformed when an external force such as earth pressure is applied.
[0015] 更に、パイプ連結手段により格子状に連結された 4本の剛性パイプの対角線上に 位置するそれぞれ 2本の剛性パイプの上部又は下部の間に上面又は下面が剛性パ イブの上端縁又は下端縁と面一になるように筋交い板を架設すれば、剛性パイプと 筋交!、板を含むパイプの集合体の上縁は剛性パイプの上縁と筋交!、板の上面によ り構成され、ノイブの集合体の下縁が剛性パイプの下縁と筋交い板の下面により構 成されることになる。このため、ノイブの集合体をシートで被包することにより得られた 貯留槽の積載可能な荷重を増カロさせることができる。また、ノイブの集合体の実質的 に上面及び下面を構成する面積が増加してパイプの集合体の安定性をより向上させ ることがでさる。 [0015] Furthermore, the upper surface or the lower surface is between the upper end or the lower portion of each of the two rigid pipes located on the diagonal line of the four rigid pipes connected in a lattice pattern by the pipe connecting means. If the bracing plate is installed so as to be flush with the lower edge, it will be braced with the rigid pipe !, and the upper edge of the assembly of pipes including the plate will be braced with the upper edge of the rigid pipe! The lower edge of the Neuve assembly is composed of the lower edge of the rigid pipe and the lower surface of the brace. For this reason, it was obtained by encapsulating Neuve's assembly with a sheet. The load that can be loaded in the storage tank can be increased. In addition, the area constituting the upper surface and the lower surface of the Neuve assembly substantially increases, and the stability of the pipe assembly can be further improved.
図面の簡単な説明  Brief Description of Drawings
[0016] [図 1]本発明実施形態の剛性パイプ力 Sパイプ連結手段により連結された状態を示す 上面図である。  FIG. 1 is a top view showing a state of being connected by a rigid pipe force S pipe connecting means of an embodiment of the present invention.
[図 2]その連結手段により剛性パイプが連結される手順を示す図である。  FIG. 2 is a diagram showing a procedure for connecting rigid pipes by the connecting means.
[図 3]その連結パイプにおけるスぺーサの斜視図である。  FIG. 3 is a perspective view of a spacer in the connecting pipe.
[図 4]その連結手段に耐圧板が設けられた図 1に対応する上面図である。  FIG. 4 is a top view corresponding to FIG. 1 in which a pressure plate is provided in the connecting means.
[図 5]そのジョイントフックとサイドポストとの関係を示す斜視図である。  FIG. 5 is a perspective view showing the relationship between the joint hook and the side post.
[図 6]そのサイドポストに支持鋼棒が架設された状態を示す斜視図である。  FIG. 6 is a perspective view showing a state in which a support steel bar is installed on the side post.
[図 7]その支持鋼棒に耐圧板が係止された状態を示す斜視図である。  FIG. 7 is a perspective view showing a state in which a pressure plate is locked to the supporting steel rod.
[図 8]その支持鋼棒に係止された耐圧板の縦断面図である。  FIG. 8 is a longitudinal sectional view of a pressure plate locked to the supporting steel rod.
[図 9]その格子状に連結された 4本の剛性パイプの対角線上に筋交い板がそれぞれ 架設された状態を示す斜視図である。  FIG. 9 is a perspective view showing a state in which bracing plates are respectively installed on diagonal lines of four rigid pipes connected in a lattice shape.
[図 10]そのパイプの集合体の部分な斜視図である。  FIG. 10 is a partial perspective view of the pipe assembly.
[図 11]そのパイプの集合体を用いた地下貯留槽を示す概略的な断面図である。 符号の説明  FIG. 11 is a schematic cross-sectional view showing an underground storage tank using the pipe assembly. Explanation of symbols
[0017] 10 貯留槽 [0017] 10 Reservoir
11 ノイブの集合体  11 Neuve's collection
13 パイプ連結手段  13 Pipe connection means
12 シート  12 seats
14 剛性パイプ  14 Rigid pipe
14a 取付孔  14a Mounting hole
15 連結パイプ  15 Connecting pipe
15a パイプ本体  15a Pipe body
15b スぺーサ  15b spacer
16 アダプタ 16a 筒部 16 Adapter 16a Tube
16b フランジ部  16b Flange
16c 短管部  16c Short pipe section
16d 中心孔  16d center hole
17 連結鋼棒  17 Connecting steel bars
17a 雄ねじ(固定手段)  17a Male thread (fixing means)
18 カラー(固定手段)  18 color (fixing means)
19 ナット(固定手段)  19 Nut (fixing means)
21 耐圧板  21 Pressure plate
22 サイドポスト  22 Side post
23 ジョイントフック  23 Joint hook
26 支持鋼棒  26 Support steel bar
27 筋交い板  27 Bracing board
A スぺーサの厚さ  A Spacer thickness
B 筒部の長さ  B Tube length
C パイプ本体の長さ  C Pipe body length
D フランジ部の厚さ  D Flange thickness
L 連結パイプの長さ  L Length of connecting pipe
W 所定の間隔  W Predetermined interval
発明を実施するための最良の形態 BEST MODE FOR CARRYING OUT THE INVENTION
次に本発明を実施するための最良の形態を図面に基づいて説明する。  Next, the best mode for carrying out the present invention will be described with reference to the drawings.
図 11に示すように、この実施の形態における地下貯留槽 10は雨水の貯留を目的と して設けられるものであって、パイプの集合体 11を遮水又は透水シート 12で包むこと により作られる。ノイブの集合体 11はノイブ連結手段 13により複数本の剛性パイプ 14を互いに連結することにより作られ、複数本の剛性パイプ 14はそれぞれが鉛直方 向を向いた状態で互いに平行に配設される。この実施の形態における剛性パイプ 14 は押出し成形された直径が 200— 800mmの塩化ビニール製のパイプであって、そ の長さが 50— 400cmのものが使用される。剛性パイプ 14の直径が 200mm未満で あるか或いはその長さが 50cm未満であると、剛性パイプ 14の配置作業におけるェ 数が増力!]して貯留槽 10形成時における単位体積当たりの建設コストが著しく増加す る。剛性パイプ 14の直径が 800mmを越えるか或 、はその長さが 400cmを越えると 剛性パイプ 14の運搬が困難になる。 As shown in FIG. 11, the underground storage tank 10 in this embodiment is provided for the purpose of storing rainwater, and is formed by wrapping a pipe assembly 11 with a water shielding or permeable sheet 12. . The Neuve assembly 11 is formed by connecting a plurality of rigid pipes 14 to each other by Neuve connecting means 13, and the plurality of rigid pipes 14 are arranged in parallel with each other in a state of being oriented in the vertical direction. . The rigid pipe 14 in this embodiment is an extruded vinyl chloride pipe having a diameter of 200 to 800 mm and a length of 50 to 400 cm. If the diameter of the rigid pipe 14 is less than 200mm If the length is less than 50cm, the number of rigid pipes 14 is increased. ] Significantly increases the construction cost per unit volume when the storage tank 10 is formed. If the diameter of the rigid pipe 14 exceeds 800 mm or its length exceeds 400 cm, it becomes difficult to transport the rigid pipe 14.
[0019] 図 10にパイプの集合体 11の角部を斜視図において示す。この図 10に示すように、 剛性パイプ 14の外周には取付孔 14aが形成される。この実施の形態における取付 孔 14aは、剛性パイプ 14の上下における両端近傍と中央部分に、円周方向に 90度 の間隔をあけてそれぞれ形成される。また、中央の取付孔 14a近傍の剛性パイプ 14 には作業員の手を挿入可能な作業孔 14bが別に形成される。複数の剛性パイプ 14 は水平面における縦横に方形に配設され、水平方向に所定の間隔 W、この実施の 形態では 50— 200cmの間隔 Wで鉛直に立てられ、この状態で取付孔 14aを介して パイプ連結手段 13により互いに平行に連結される。このため、パイプの集合体 11の 内部に位置する剛性パイプ 14の各段における取付孔 14aには上方から見て 4つの 連結手段 13が 90度毎に放射状にそれぞれ固定されることになる。その一方、パイプ の集合体 11の角部における剛性パイプ 14の各段における取付孔 14aには上方から 見て 2つの連結手段 13が 90度の間隔をあけてそれぞれ固定され、パイプの集合体 1 1の各外周辺に位置する剛性パイプ 14の各段における取付孔 14aには上方から見 て 3つの連結手段 13が互いに 90度の間隔をあけてそれぞれ固定される。  FIG. 10 is a perspective view showing a corner portion of the pipe assembly 11. As shown in FIG. 10, a mounting hole 14 a is formed on the outer periphery of the rigid pipe 14. The mounting holes 14a in this embodiment are formed in the vicinity of both ends of the upper and lower portions of the rigid pipe 14 and in the central portion with an interval of 90 degrees in the circumferential direction. In addition, the rigid pipe 14 near the central mounting hole 14a is separately formed with a work hole 14b into which an operator's hand can be inserted. The plurality of rigid pipes 14 are arranged vertically and horizontally in a horizontal plane, and are set up vertically at a predetermined interval W in the horizontal direction, in this embodiment, with an interval W of 50-200 cm, and in this state, through the mounting holes 14a. The pipes are connected in parallel by the pipe connecting means 13. For this reason, the four connecting means 13 are fixed radially at every 90 degrees in the mounting holes 14a in each stage of the rigid pipe 14 located inside the pipe assembly 11 when viewed from above. On the other hand, two connecting means 13 are fixed to the mounting holes 14a in each step of the rigid pipe 14 at the corners of the pipe assembly 11 with an interval of 90 degrees as viewed from above, and the pipe assembly 1 The three connecting means 13 are fixed to the mounting holes 14a in each step of the rigid pipe 14 located in the outer periphery of 1 at intervals of 90 degrees as viewed from above.
[0020] 図 1に示すように、パイプ連結手段 13は、互いに隣接する 2本の剛性パイプ 14, 14 の間の所定の間隔 Wに配置された連結パイプ 15と、その連結パイプ 15の両端に設 けられたアダプタ 16とを備える。連結パイプ 15の両端に設けられたアダプタ 16は同 一のものであって、その一方を代表して説明すると、図 1の拡大図に示すように、この アダプタ 16は、連結パイプ 15に挿入可能な筒部 16aとその筒部 16aに連続して形成 され連結パイプ 15の端縁に臨むフランジ部 16bとそのフランジ部 16bを介して筒部 1 6aに同軸に設けられ剛性パイプ 14の取付孔 14aに挿入可能な短管部 16cとを有す る。このアダプタ 16には、短管部 16cとフランジ部 16bと筒部 16aを貫通する中心孔 1 6dが形成され、フランジ部 16bの短管部 16c側端面が短管部 16cが取付孔 14aに揷 入された状態でその取付孔 14a周囲の剛性パイプ 14の外面に密着可能に湾曲して 構成される。フランジ部 16bの外径は連結パイプ 15の外径と同一であって取付孔 14 aより大径に構成される。また、筒部 16aにおける外径は連結パイプ 15の内径より僅 かに小さく形成され、その筒部 16aに僅かな隙間を持って連結パイプ 15の端部が嵌 入可能に構成される。更に、短管部 16cは取付孔 14aより僅かに小さく形成され、そ の取付孔 14aに僅かな隙間を持って挿入可能に構成される。 As shown in FIG. 1, the pipe connecting means 13 includes a connecting pipe 15 disposed at a predetermined interval W between two rigid pipes 14 and 14 adjacent to each other, and both ends of the connecting pipe 15. It is equipped with an adapter 16 installed. The adapter 16 provided at both ends of the connecting pipe 15 is the same, and one of them will be described as a representative. As shown in the enlarged view of FIG. 1, this adapter 16 can be inserted into the connecting pipe 15. A cylindrical portion 16a and a flange portion 16b formed continuously from the cylindrical portion 16a and facing the edge of the connecting pipe 15 and a mounting hole 14a of the rigid pipe 14 provided coaxially with the cylindrical portion 16a via the flange portion 16b And a short pipe part 16c that can be inserted into the pipe. The adapter 16 is formed with a center hole 16d that penetrates the short pipe portion 16c, the flange portion 16b, and the cylindrical portion 16a, and the end face of the flange portion 16b on the short pipe portion 16c side faces the attachment hole 14a. In the inserted state, the mounting hole 14a is bent so that it can adhere to the outer surface of the rigid pipe 14 around it. Composed. The outer diameter of the flange portion 16b is the same as the outer diameter of the connecting pipe 15, and is larger than the mounting hole 14a. Further, the outer diameter of the cylindrical portion 16a is formed to be slightly smaller than the inner diameter of the connecting pipe 15, and the end of the connecting pipe 15 can be fitted with a slight gap in the cylindrical portion 16a. Further, the short pipe portion 16c is formed to be slightly smaller than the mounting hole 14a, and is configured to be inserted into the mounting hole 14a with a slight gap.
[0021] 一方、連結パイプ 15はアダプタ 16の筒部 16aが端部に挿入可能なパイプ本体 15 aとこのパイプ本体 15aの一端又は両端に設けられたスぺーサ 15bとにより構成され る。パイプ本体 15aは押出し成形された直径が 40— 300mmの塩化ビニール製のパ ィプである。パイプ本体 15aの直径力 0mm未満であると、互いに隣接する 2本の剛 性パイプ 14, 14を連結する強度が低下し、パイプ本体 15aの直径が 300mmを越え ると貯留槽 10形成時における剛性パイプ 14と連結パイプ 15のバランスが悪くなり、 施工性及び経済性に問題が生じるからである。スぺーサ 15bは、筒部 16aに嵌着可 能に構成され、その筒部 16aに嵌入された連結パイプ 15の端縁とフランジ部 16bと の間の隙間を閉塞するものである。図 3に示すように、この実施の形態におけるスぺ ーサ 15bは、パイプ本体 15aと同一の塩化ビニール製のパイプを短く切断したもので あって、その一部を切断して切り欠き部 15cが形成される。このスぺーサ 15bは、その 弾性により切り欠き部 15cを開いてその開かれた切り欠き部 15cから筒部 16aを内側 に挿入し、弾性によりその切り欠き部 15cを閉じることにより筒部 16aに嵌着させること ができるように構成される。そして、スぺーサ 15bの厚さ Aはアダプタ 16における筒部 16aの長さ Bより短く形成され、パイプ本体 15aの長さ Cとスぺーサの厚さ Aの和が連 結パイプの長さ L (図 1)を構成するようになって!/、る。  On the other hand, the connecting pipe 15 is composed of a pipe body 15a into which the cylindrical part 16a of the adapter 16 can be inserted at the end, and a spacer 15b provided at one or both ends of the pipe body 15a. The pipe body 15a is an extruded PVC pipe with a diameter of 40-300mm. When the diameter force of the pipe body 15a is less than 0mm, the strength of connecting the two rigid pipes 14, 14 adjacent to each other decreases, and when the diameter of the pipe body 15a exceeds 300mm, the rigidity when the storage tank 10 is formed This is because the balance between the pipe 14 and the connecting pipe 15 is deteriorated, causing problems in workability and economy. The spacer 15b is configured to be fitted to the cylindrical portion 16a, and closes a gap between the end edge of the connecting pipe 15 fitted to the cylindrical portion 16a and the flange portion 16b. As shown in FIG. 3, the spacer 15b in this embodiment is a short cut of a vinyl chloride pipe that is the same as the pipe body 15a. Is formed. This spacer 15b opens the notch portion 15c by its elasticity, inserts the cylindrical portion 16a into the inside from the opened notch portion 15c, and closes the notch portion 15c by its elasticity to form the cylindrical portion 16a. It is configured so that it can be fitted. The thickness A of the spacer 15b is shorter than the length B of the cylindrical portion 16a in the adapter 16, and the sum of the length C of the pipe body 15a and the thickness A of the spacer is the length of the connected pipe. L (Fig. 1) is now configured!
[0022] 図 1に戻って、パイプ連結手段 13は、連結パイプ 15を貫通しその連結パイプ 15の 両端に設けられたアダプタ 16の中心孔 16dに両端部がそれぞれ挿通可能な長さを 有する連結鋼棒 17と、その連結鋼棒 17の端部を剛性パイプ 14の内側に引き込んで 互いに隣接する 2つの剛性パイプ 14を互いに固定する固定手段とを備える。そして、 この実施の形態における固定手段は、連結鋼棒 17の両端部にそれぞれ形成された 雄ねじ 17aと、その連結鋼棒 17の両端部にそれぞれ挿通されたカラー 18と、その連 結鋼棒 17の両端における雄ねじ 17aにそれぞれ螺合されたナット 19とを備える。連 結鋼棒 17は耐食性に優れたステンレス鋼力もなる棒材であって、連結ノィプ 15を貫 通し連結パイプ 15の両端に筒部 16aが挿入されたアダプタ 16のそれぞれの中心孔 16dに両端部がそれぞれ挿通可能な長さに切断され、その両端部に雄ねじ 17aをそ れぞれ形成することにより作られる。 Returning to FIG. 1, the pipe connecting means 13 has a length that allows the both ends to pass through the center hole 16d of the adapter 16 that penetrates the connecting pipe 15 and is provided at both ends of the connecting pipe 15. A steel rod 17 and fixing means for fixing the two rigid pipes 14 adjacent to each other by drawing the end of the connecting steel rod 17 inside the rigid pipe 14 are provided. The fixing means in this embodiment includes male screws 17a formed at both ends of the connecting steel rod 17, collars 18 inserted respectively at both ends of the connecting steel rod 17, and the connecting steel rod 17 And nuts 19 screwed into male screws 17a at both ends of the nut. Communicating The steel rod 17 is a rod material with excellent corrosion resistance and stainless steel strength. Both ends of the center hole 16d of the adapter 16 have a cylindrical portion 16a inserted through both ends of the connecting pipe 15 and the connecting pipe 15. Each is cut into a length that can be inserted, and formed by forming male threads 17a at both ends thereof.
[0023] カラー 18は短管部 16cの外径より広い間隔を持って鋼板の両端を同一方向に折り 曲げることによりコ字状に形成され、その中央に連結鋼棒 17の端部が挿通する揷通 孔 18aが形成される。そして、このカラー 18は、剛性パイプ 14の内部からその内壁に 両端における立ち上がり部が対向するように連結鋼棒 17の端部を揷通孔 18aに挿 入させると、アダプタ 16の短管部 16cが取付孔 14aに挿入された剛性パイプ 14の内 壁にその両側における立ち上がり部が当接するように構成される。  [0023] The collar 18 is formed in a U shape by bending both ends of the steel plate in the same direction with a gap wider than the outer diameter of the short pipe portion 16c, and the end of the connecting steel rod 17 is inserted in the center thereof. A through hole 18a is formed. When the end of the connecting steel rod 17 is inserted into the through hole 18a so that the rising portions at both ends face the inner wall of the rigid pipe 14 from the inside, the short pipe portion 16c of the adapter 16 is obtained. Is configured such that the rising portions on both sides thereof abut against the inner wall of the rigid pipe 14 inserted into the mounting hole 14a.
ナット 19はカラー 18に挿通された連結鋼棒 17の端部に螺合され、そのナット 19が カラー 18を押し付けることにより、アダプタ 16のフランジ部 16bと連結パイプ 15を間 に介在させて連結パイプ 15の両端における剛性パイプ 14はそのカラー 18を介して 互いに引きつけられることになる。従って、このナット 19を締め付けることにより連結パ ィプ 15の両端における剛性パイプ 14はアダプタ 16のフランジ部 16bと連結パイプ 1 5を両側力も挟むようにしてアダプタ 16のフランジ部 16bに押し付けられて互いに固 定される。そして、フランジ部 16bの厚さ Dと連結パイプ 15の長さ Lの厚さの和が所定 の間隔 Wに等しくなるように構成される。  The nut 19 is screwed into the end of the connecting steel rod 17 inserted through the collar 18, and when the nut 19 presses the collar 18, the flange 16b of the adapter 16 and the connecting pipe 15 are interposed between them. The rigid pipes 14 at both ends of 15 will be attracted to each other through their collars 18. Therefore, by tightening the nut 19, the rigid pipes 14 at both ends of the connecting pipe 15 are pressed against the flange 16b of the adapter 16 so that both side forces are sandwiched between the flange 16b of the adapter 16 and the connecting pipe 15 and fixed to each other. Is done. The sum of the thickness D of the flange portion 16b and the thickness L of the connecting pipe 15 is configured to be equal to the predetermined interval W.
[0024] 図 10に戻って、パイプの集合体 11の周囲には土圧を吸収させるための複数の耐 圧板 21が設けられる。この耐圧板 21は、隣接する 2本の剛性パイプ 14, 14に沿って 設けられたサイドポスト 22の間に設けられ、このサイドポスト 22はジョイントフック 23を 介してパイプの集合体 11の周囲における剛性パイプ 14を連結する連結手段 13に取 付けられる。図 4及び図 5に示すように、ジョイントフック 23は、連結パイプ 15及びァ ダプタ 16におけるフランジ部 16bのいずれか一方又は双方(図示せず)に係止可能 なフック部 23aと、そのフック部 23aに隣接して形成された取付部 23bとを有する。図 4一図 6に示すように、フック部 23aを連結パイプ 15等に係止させた状態で剛性パイ プ 14と平行なスリット 23cが取付部 23bに形成され、このスリット 23cを貫通する貫通 孔 23dが連結パイプ 15と平行にその取付部 23bに形成される。このジョイントフック 2 3は剛性パイプ 14の近傍の連結パイプ 15及びフランジ部 16bのいずれか一方又は 双方に係止され、そのスリット 23cにサイドポスト 22が挿入される。 Returning to FIG. 10, a plurality of pressure-resistant plates 21 for absorbing earth pressure are provided around the pipe assembly 11. The pressure plate 21 is provided between side posts 22 provided along two adjacent rigid pipes 14 and 14, and the side posts 22 are disposed around the pipe assembly 11 via joint hooks 23. It is attached to connecting means 13 for connecting the rigid pipe 14. As shown in FIGS. 4 and 5, the joint hook 23 includes a hook portion 23a that can be locked to one or both of the connecting pipe 15 and the flange portion 16b (not shown) of the adapter 16, and the hook portion. And an attachment portion 23b formed adjacent to 23a. As shown in Fig. 4 and Fig. 6, a slit 23c parallel to the rigid pipe 14 is formed in the mounting portion 23b in a state where the hook portion 23a is locked to the connecting pipe 15 or the like, and a through hole penetrating the slit 23c is formed. 23d is formed in the attachment portion 23b in parallel with the connecting pipe 15. This joint hook 2 3 is locked to one or both of the connecting pipe 15 and the flange portion 16b in the vicinity of the rigid pipe 14, and the side post 22 is inserted into the slit 23c.
[0025] サイドポスト 22は、剛性パイプ 14に沿って鉛直に設けられるものであって、その剛 性パイプ 14の外面に密着する湾曲部 22aが形成される。湾曲部 22aを剛性パイプ 1 4に密着させた状態でジョイントフック 23のスリット 23cに進入する凸条 22bがサイドポ スト 22に形成され、その凸条 22bには貫通孔 23dに対向する連通孔 22cが形成され る。サイドポスト 22は凸条 22bをジョイントフック 23のスリット 23cに挿入し、その連通 孔 22cを貫通孔 23dに対向させた状態でボルト 24をその連通孔 22cと貫通孔 23dに 挿入することによりサイドポスト 22をジョイントフック 23に取付けられるように構成され る。そして、ノイブ連結手段 13の両側にジョイントフック 23を係止させ、それらにそれ ぞれサイドポスト 22を取付けることによりパイプ連結手段 13により互いに固定された 2 本の剛性パイプ 14, 14のそれぞれにサイドポスト 22を沿わせることが可能になる。  [0025] The side post 22 is provided vertically along the rigid pipe 14, and a curved portion 22a is formed in close contact with the outer surface of the rigid pipe 14. A ridge 22b that enters the slit 23c of the joint hook 23 with the curved portion 22a in close contact with the rigid pipe 14 is formed on the side post 22, and the ridge 22b has a communication hole 22c that faces the through hole 23d. It is formed. The side post 22 has a ridge 22b inserted into the slit 23c of the joint hook 23, and the bolt 24 is inserted into the communication hole 22c and the through hole 23d with the communication hole 22c facing the through hole 23d. 22 is configured to be attached to the joint hook 23. Then, the joint hooks 23 are locked on both sides of the noise coupling means 13, and the side posts 22 are attached to the joint hooks 23, respectively. It is possible to follow post 22.
[0026] 図 6及び図 7に示すように、互いに固定された 2本の剛性パイプ 14, 14に沿う 2本 のサイドポスト 22の間には複数本の支持鋼棒 26が上下に一定の間隔をあけて複数 本架設される。支持鋼棒 26は耐食性に優れたステンレス鋼カゝらなる棒材であって、 サイドポスト 22に形成された鋼棒用孔 22d (図 4)に両端を挿入することにより 2本の サイドポスト 22の間に架設される。図 7に示すように、この複数本の支持鋼棒 26に 2 本のサイドポスト 22の間を閉塞する耐圧板 21が取付けられる。図 8に示すように、耐 圧板 21はプラスチック、スレート又は合成木材等力もなる板材であって、その裏面に は支持鋼棒 26に係止させるためのフック 21aがその支持鋼棒 26に対向して設けられ る。図 7に示すように、このフック 21aを支持鋼棒 26に係止させることにより耐圧板 21 はサイドポスト 22の間を閉塞するように構成され、図 4に示すように、サイドポスト 22の 外表面はその耐圧板 21の表面と面一になるように構成され、かつその延長面上に剛 性パイプ 14の外表面が接するように構成される。  [0026] As shown in Figs. 6 and 7, a plurality of supporting steel rods 26 are vertically spaced between two side posts 22 along two rigid pipes 14, 14 fixed to each other. A plurality of bridges will be installed. The support steel rod 26 is a rod made of stainless steel having excellent corrosion resistance. By inserting both ends into the steel rod hole 22d (Fig. 4) formed in the side post 22, the two side posts 22 It is erected between. As shown in FIG. 7, a pressure plate 21 that closes the space between the two side posts 22 is attached to the plurality of support steel rods 26. As shown in FIG. 8, the pressure-resistant plate 21 is a plate material having plastic, slate, synthetic wood or the like, and on its back side, a hook 21a for locking to the support steel rod 26 faces the support steel rod 26. Provided. As shown in FIG. 7, the pressure plate 21 is configured to close between the side posts 22 by locking the hooks 21a to the support steel rods 26. As shown in FIG. The surface is configured to be flush with the surface of the pressure plate 21 and the outer surface of the rigid pipe 14 is in contact with the extended surface.
[0027] 図 10に示すように、パイプ連結手段 13により格子状に連結された 4本の剛性パイ プ 14の上部及び下部には一対の筋交い板 27が設けられる(図 10には一対の筋交 い板のみ示す。 ) o図 9に示すように、この筋交い板 27は中央に幅方向にその厚さに 等しい幅の切り込み 27aが半分の深さまで形成され、この筋交い板 27を 2枚用意し て互いの切り込み 27aを組み合わせることにより十字状に組み合わされた一対の筋 交い板 27が形成される。この一対の筋交い板 27は、パイプ連結手段 13により格子 状に連結された 4本の剛性パイプ 14の対角線上に位置するそれぞれ 2本の剛性パ イブ 14, 14の間に架設される。 As shown in FIG. 10, a pair of bracing plates 27 are provided on the upper and lower portions of the four rigid pipes 14 connected in a lattice pattern by the pipe connecting means 13 (FIG. Only the crossing plate is shown.) O As shown in Fig. 9, this bracing plate 27 has a notch 27a with a width equal to its thickness in the width direction in the center to half the depth, and two bracing plates 27 are prepared. Shi A pair of bracing plates 27 combined in a cross shape are formed by combining the cuts 27a with each other. The pair of bracing plates 27 are installed between the two rigid pipes 14 and 14 located on the diagonal lines of the four rigid pipes 14 connected in a lattice pattern by the pipe connecting means 13.
この筋交い板 27の端部は固定具 28を介して剛性パイプ 14の上部又は下部に固 定される。図 9における 4本の剛性パイプ 14の上部に設けられた一対の筋交い板 27 を用いて具体的に説明すると、剛性パイプ 14の上部又は下部には係止孔 14cが鉛 直方向に 2つ形成され、固定具 28はこの係止孔 14cに挿入可能な突起 28aが 2つ形 成される。固定具 28には筋交い板 27の端部が上方又は下方力も挿入可能な凹部 2 8bが形成されその凹部 28bにおける底面又は上面に筋交い板 27が当接した状態で その筋交い板 27の上面又は下面と面一になる上面又は下面が固定具 28に形成さ れる。そして、固定具 28の上面又は下面が剛性パイプ 14の上面又は下面と面一に なるように係止孔 14cが剛性パイプ 14に形成される。そして、剛性パイプ 14の上部 又は下部に固定された一対の筋交い板 27の上面又は下面が格子状に連結された 4 本の剛性パイプ 14の上端縁又は下端縁と面一になるように構成される。  The end of the bracing plate 27 is fixed to the upper part or the lower part of the rigid pipe 14 via a fixture 28. Specifically, using a pair of bracing plates 27 provided at the top of the four rigid pipes 14 in FIG. 9, two locking holes 14c are formed in the lead straight direction at the top or bottom of the rigid pipe 14. The fixture 28 is formed with two protrusions 28a that can be inserted into the locking holes 14c. The fixing 28 has a recess 28b in which the end of the bracing plate 27 can be inserted either upward or downward, and the upper or lower surface of the bracing plate 27 with the bracing plate 27 in contact with the bottom or upper surface of the recess 28b. An upper surface or a lower surface that is flush with the fixing member 28 is formed. Then, the locking hole 14 c is formed in the rigid pipe 14 so that the upper surface or the lower surface of the fixture 28 is flush with the upper surface or the lower surface of the rigid pipe 14. The upper and lower surfaces of the pair of bracing plates 27 fixed to the upper or lower portion of the rigid pipe 14 are configured to be flush with the upper or lower edge of the four rigid pipes 14 connected in a grid pattern. The
次に本発明のノイブの集合体を用いて貯留槽が形成される手順について説明す る。  Next, a procedure for forming a storage tank using the Neuve assembly of the present invention will be described.
図 11に示すように、本発明のパイプの集合体 11は、地下貯留槽 10を形成すべき 場所を掘削して遮水又は透水シート 12を配置した後に組立てられる。具体的に、地 下貯留槽 10を形成するには、その地下貯留槽 10を形成すべき場所を必要な深さ、 及び形状に従って掘削し、その中央最下部分に遮水又は透水シート 12を配置する 。その後、遮水又は透水シート 12の中央部分にこの実施の形態では合成樹脂板か ら成る台板 10aを敷き、この台板 10aの上にパイプの集合体 11を形成する。この際、 剛性パイプ 14を水平方向に所定の間隔 Wをあけて連結手段 13により互いに連結す ることによりパイプの集合体 11を得るので、剛性パイプ 14を密着させる場合に比較し て使用する剛性パイプ 14の量を減少させることができ、その使用量が増加することに 起因してその単価が押し上げられることを回避することができる。また、パイプ連結手 段 13は連結パイプ 15とアダプタ 16とを備え、連結パイプ 15の両端にアダプタ 16を 設け、連結鋼棒 17の両端における雄ねじ 17aにナットをそれぞれ螺合せ、そのァダ プタ 16のフランジ部 16bと連結パイプ 15とを間に介在させて 2つの剛性パイプ 14を カラー 18を介して互いに引きつけて固定するものである。そして、そのフランジ部 16 bを剛性パイプ 14の外面に密着するように構成したので、アダプタ 16が連結パイプ 1 5とともに剛性パイプ 14に対して傾くようなことはなぐ各剛性パイプ 14間の連結力は 高まり、全体として変形が少ない貯留槽用パイプの集合体 11を得ることができる。 As shown in FIG. 11, the pipe assembly 11 of the present invention is assembled after excavating a place where the underground storage tank 10 is to be formed and disposing the water shielding or water permeable sheet 12. Specifically, in order to form the underground storage tank 10, a place where the underground storage tank 10 is to be formed is excavated according to the required depth and shape, and a water-impervious or permeable sheet 12 is provided at the lowermost part of the center. Deploy . Thereafter, a base plate 10a made of a synthetic resin plate in this embodiment is laid on the central portion of the water shielding or water permeable sheet 12, and a pipe assembly 11 is formed on the base plate 10a. At this time, since the pipe assembly 11 is obtained by connecting the rigid pipes 14 to each other by the connecting means 13 at a predetermined interval W in the horizontal direction, the rigidity pipe used is compared with the case where the rigid pipes 14 are closely attached. The amount of the pipe 14 can be reduced, and the unit price can be prevented from being pushed up due to the increase in the usage amount. The pipe connecting means 13 includes a connecting pipe 15 and an adapter 16, and the adapter 16 is attached to both ends of the connecting pipe 15. The nuts are respectively screwed into the male threads 17a at both ends of the connecting steel rod 17, and the two rigid pipes 14 are connected to each other via the collar 18 with the flange 16b of the adapter 16 and the connecting pipe 15 interposed therebetween. Attract and fix. Since the flange portion 16 b is configured to be in close contact with the outer surface of the rigid pipe 14, the adapter 16 does not tilt with the connecting pipe 15 together with the rigid pipe 14. As a result, it is possible to obtain a storage pipe aggregate 11 with less deformation as a whole.
[0029] ここで、連結パイプ 15はパイプ本体 15aと筒部 16aに嵌着可能なスぺーサ 15bとに より構成されているので、図 2に詳しく示すようにパイプ本体 15aの端部にフランジ部 16bがその端縁に当接するまで筒部 16aを挿入すると、そのスぺーサ 15bの厚さ Aだ けパイプ本体 15aの両側に設けられたアダプタ 16間が短くなる。従って、その短い状 態では、互いに隣接する 2本の剛性パイプ 14が所定の間隔 Wを保っていても、図 2 ( a)に示すように、一方のアダプタ 16における短管部 16cを一方の剛性パイプ 14の取 付孔 14aに挿入させた状態で、他方のアダプタ 16の短管部 16cを他方の剛性パイプ 14の取付孔 14aに対向させることができる。そして、図 2 (b)に示すように、他方のァ ダプタ 16の短管部 16cを他方の剛性パイプ 14の取付孔 14aに挿入させ、図 2 (c)に 示すように、パイプ本体 15aの端縁とアダプタ 16のフランジ部 16bとの間の隙間の筒 部 16aにスぺーサ 15bを嵌着させてその間の隙間を閉塞させれば、ノイブ本体 15a の長さ Cとスぺーサ 16bの厚さ Aの和が連結パイプ 15の長さ Lを構成し、所定の間隔 Wを保つ 2本の剛性パイプ 14を何ら移動させることなぐパイプ連結手段 13によりそ の 2本の剛性パイプ 14を連結させることができる。このため、全体として変形が少ない 貯留槽用パイプの集合体 11を比較的容易に得ることができる。  [0029] Here, since the connecting pipe 15 is composed of the pipe body 15a and the spacer 15b that can be fitted to the cylindrical portion 16a, a flange is formed at the end of the pipe body 15a as shown in detail in FIG. When the cylindrical portion 16a is inserted until the portion 16b comes into contact with the edge thereof, the distance between the adapters 16 provided on both sides of the pipe body 15a is shortened only by the thickness A of the spacer 15b. Therefore, in the short state, even if the two rigid pipes 14 adjacent to each other maintain a predetermined interval W, the short pipe portion 16c of one adapter 16 is connected to one of the adapters 16 as shown in FIG. The short pipe portion 16c of the other adapter 16 can be opposed to the mounting hole 14a of the other rigid pipe 14 in a state where it is inserted into the attachment hole 14a of the rigid pipe 14. Then, as shown in FIG. 2 (b), the short pipe portion 16c of the other adapter 16 is inserted into the mounting hole 14a of the other rigid pipe 14, and as shown in FIG. If the spacer 15b is fitted into the cylindrical portion 16a of the gap between the end edge and the flange portion 16b of the adapter 16 to close the gap, the length C of the noise body 15a and the spacer 16b The sum of the thickness A constitutes the length L of the connecting pipe 15, and the two rigid pipes 14 are connected by the pipe connecting means 13 without moving the two rigid pipes 14 that keep the predetermined interval W. Can be made. For this reason, the aggregate 11 of pipes for a storage tank with little deformation as a whole can be obtained relatively easily.
[0030] また、本発明における貯留槽用パイプの集合体 11は、剛性パイプ 14の上部又は 下部の間に上面又は下面が剛'性パイプ 14の上端縁又は下端縁と面一になるように 筋交い板 27 (図 9)を架設するので、これらを含むパイプの集合体 11の上縁が剛性 パイプ 14の上縁と筋交 、板 27の上面により構成され、これらを含むパイプの集合体 11の下縁が剛性パイプ 14の下縁と筋交い板 27の下面により構成されることになる。 このため、パイプの集合体 11の実質的に上面及び下面を構成する面積が増加して ノイブの集合体 11の安定性をより向上させることができる。また、筋交い板 27の存在 によりパイプの集合体 11はしつ力りとした構造体となり、得られた貯留槽に土圧等の 外力が加わった場合にこのパイプの集合体 11が大きく変形するような事態を防止す ることがでさる。 [0030] Further, the pipe 11 for a storage tank according to the present invention is such that the upper surface or the lower surface is flush with the upper edge or the lower edge of the rigid pipe 14 between the upper part or the lower part of the rigid pipe 14. Since the bracing plate 27 (Fig. 9) is installed, the upper edge of the pipe assembly 11 including them is composed of the upper edge of the rigid pipe 14 and the upper surface of the plate 27, and the pipe assembly 11 including these The lower edge is constituted by the lower edge of the rigid pipe 14 and the lower surface of the bracing plate 27. For this reason, the area which substantially constitutes the upper surface and the lower surface of the pipe assembly 11 is increased, and the stability of the Neuve assembly 11 can be further improved. In addition, the presence of the brace 27 As a result, the pipe assembly 11 becomes a strong structure, and when external forces such as earth pressure are applied to the obtained storage tank, the pipe assembly 11 is prevented from being greatly deformed. That's right.
組立てられたノイブの集合体 11は遮水又は透水シート 12により包み込まれる。ここ で、本発明における貯留槽用ノイブの集合体 11では、周囲に複数の耐圧板 21を設 けているので、その周囲の剛性パイプ 14とパイプ連結手段 13との間における段差を その耐圧板 21により埋めることができる。そして、この耐圧板 21の外表面は 2本のサ イドポスト 22, 22の外表面と面一であってかつ延長面上に剛性パイプ 14の外表面が 接するように構成されているので、周囲に複数の耐圧板 21を設けたパイプの集合体 11が全体として方形状になり、この集合体 11をシート 12で被包する作業が容易にな るとともに、外部力もの応力大して変形の少ない貯留槽を形成することができる。パイ プの集合体 11を被包した遮水又は透水シート 12の立ち上げられた端部は、そのパ イブの集合体 11を包囲した後にノイブの集合体 11の上側に載せられる。これにより ノイブの集合体 11が遮水又は透水シート 12により包み込まれ、貯留槽 10が形成さ れる。この際、パイプ連結手段 13が傾くことに起因するノイブの集合体 11の全体が 変形するようなことは回避され、得られたパイプの集合体 11をシート 12で被包する際 の作業性は従来より向上する。  The assembled Neuve assembly 11 is encased in a water-permeable or water-permeable sheet 12. Here, in the collection 11 of storage tanks according to the present invention, since a plurality of pressure plates 21 are provided around, the step between the rigid pipe 14 and the pipe connecting means 13 around the pressure plate 21 is provided. Can be filled with 21. The outer surface of the pressure plate 21 is flush with the outer surfaces of the two side posts 22 and 22, and the outer surface of the rigid pipe 14 is in contact with the extended surface. The pipe assembly 11 provided with a plurality of pressure plates 21 has a rectangular shape as a whole, and the work of encapsulating the assembly 11 with the sheet 12 is facilitated, and the external tank has a large amount of stress and little deformation. Can be formed. The raised end of the water-permeable or permeable sheet 12 enclosing the pipe assembly 11 is placed on the upper side of the Neuve assembly 11 after surrounding the pipe assembly 11. As a result, the Neuve aggregate 11 is wrapped by the water-impervious or water-permeable sheet 12, and the storage tank 10 is formed. At this time, the deformation of the entire Neuve assembly 11 due to the inclination of the pipe connecting means 13 is avoided, and the workability when the obtained assembly 11 of pipes is encapsulated with the sheet 12 is Improves than before.
[0031] このように作られた貯留槽 10には取水管 10d、通気管 10b、オーバフロー管 10c及 び排水パイプ 25aが接続され、取水管 10d、通気管 10b、及び排水パイプ 25aの上 端が地表に表出するようにして貯留槽 10は埋め戻される。取水管 10dの上端はその 後地表の雨水収集溝 10e等に接続され、その溝 10e等に集められた雨水を貯留槽 1 0に流入するように構成される。通気管 10bは取水管 10dからの水流入時又は後述 する排水手段 25による水の排水時に内部エアを地上外部に放出し又は地上外部の エアを貯留槽 10の内部に流入させるように構成される。オーバフロー管 10cは貯留 槽 10の内部容積を超える水の流入時に、その余剰水を貯留槽 10から地上外部又は 図示しな!、他の貯留槽等に導くように構成される。  [0031] The storage tank 10 made in this way is connected to the intake pipe 10d, the vent pipe 10b, the overflow pipe 10c and the drain pipe 25a, and the upper ends of the intake pipe 10d, the vent pipe 10b and the drain pipe 25a are connected to each other. Reservoir 10 is backfilled as it appears on the surface. The upper end of the intake pipe 10d is connected to a rainwater collecting groove 10e etc. on the ground surface after that, and the rainwater collected in the groove 10e etc. is configured to flow into the storage tank 10. The vent pipe 10b is configured to release internal air to the outside of the ground or to allow air outside the ground to flow into the storage tank 10 when water flows from the intake pipe 10d or when water is drained by the drainage means 25 described later. . The overflow pipe 10c is configured to guide the surplus water from the storage tank 10 to the outside of the ground or to another storage tank or the like when the water inflow exceeds the internal volume of the storage tank 10.
[0032] また、埋め戻された貯留槽 10の上方であって排水パイプ 25aの上端に位置する地 表には貯留槽 10に貯留された水を取水可能な排水手段 25が設けられる。排水手段 25は下端が遮水又は透水シート 12を貫通して貯留槽 10の下部に達する排水パイ プ 25aと、地上に設けられその排水パイプ 25aの上端力も貯留槽 10内部の水を吸引 しうる排水ポンプ 25bとにより構成される。この排水手段 25は排水ポンプ 25bにより排 水パイプ 25aを介して貯留槽 10内部の水を吸引して吐出パイプ 25cからその水を排 出することにより貯留槽 10の水を外部力も抜出し可能に構成される。 [0032] In addition, a drainage means 25 capable of taking water stored in the storage tank 10 is provided on the surface above the backfilled storage tank 10 and located at the upper end of the drainage pipe 25a. Drainage means 25 is a drainage pipe 25a whose lower end penetrates the water-impervious or permeable sheet 12 and reaches the lower part of the storage tank 10, and a drainage pump that is provided on the ground and that the upper end force of the drainage pipe 25a can also suck water inside the storage tank 10. 25b. The drainage means 25 is configured such that the water in the storage tank 10 can be extracted from the discharge pipe 25c by discharging the water from the discharge pipe 25c by sucking the water in the storage tank 10 through the drain pipe 25a by the drain pump 25b. Is done.
このように構成された地下貯留槽 10では、地表に落下した雨水は雨水収集溝 10e に集められ、取水管 10dを介して貯留槽 10の内部に流入し、この貯留槽 10は内部 に流入したその雨水を貯留する。流入した雨水は当初いずれかの剛性パイプ 14の 内部に侵入する力 その後他の剛性パイプ 14にもその雨水は流入し、遮水又は透 水シート 12により囲まれた空間に雨水は有効に貯留される。この場合、剛性パイプ 1 4がその空間を占める割合は、砂、砂礫、割石等からなる滞水材を遮水又は透水シ ートで包んだ従来のものに比較して少なぐ本発明の貯留槽 10は従来のものより雨 水の貯水量が増加する。また、剛性パイプ 14は押出し成形で大量に作られる比較的 安価な塩ィ匕ビニール製のものを加工することにより作れば、高価な金型を使用して成 形した滞水材と比較して安価であり、地下貯留槽 10の単価が押上げられることもない 。また、剛性パイプ 14や連結パイプ 15として再生ノイブなどのリサイクル品を使用す れば、公害防止と資源有効利用に道を開くことにもなる。  In the underground storage tank 10 configured in this way, rainwater falling on the ground surface is collected in the rainwater collecting groove 10e and flows into the storage tank 10 through the intake pipe 10d, and this storage tank 10 flows into the interior. The rainwater is stored. The inflowing rainwater initially enters the inside of one of the rigid pipes 14, and then the rainwater also flows into the other rigid pipe 14, and the rainwater is effectively stored in the space surrounded by the water shielding or permeable sheet 12. The In this case, the proportion of the space occupied by the rigid pipe 14 is less than that of the conventional one in which a water-absorbing material made of sand, gravel, crushed stone, etc. is wrapped in a water shielding or permeable sheet. Tank 10 has more rainwater storage than the conventional one. In addition, if the rigid pipe 14 is made by processing a relatively inexpensive salty vinyl resin made in large quantities by extrusion molding, it will be compared with a stagnant material formed using an expensive mold. It is inexpensive and the unit price of underground storage tank 10 is not pushed up. In addition, if recycled products such as recycled noise are used as the rigid pipe 14 and the connecting pipe 15, it will open the way for pollution prevention and effective use of resources.
産業上の利用可能性 Industrial applicability
各剛性パイプ間の連結力を高めて全体として変形が少ない貯留槽用パイプの集合 体を得ることができ、このパイプの集合体をシートにより被包することにより比較的安 価かつ比較的多くの雨水を貯留可能な貯留槽を得ることができる。  By increasing the connecting force between the rigid pipes, it is possible to obtain a collection of pipes for storage tanks with little deformation as a whole. A storage tank capable of storing rainwater can be obtained.

Claims

請求の範囲 The scope of the claims
水平方向に所定の間隔 (W)をあけて鉛直に立てられた複数本の剛性パイプ (14)と、 前記複数本の剛性パイプ (14)を互いに平行に連結するパイプ連結手段 (13)とを備え 、シート (12)に被包されて貯留槽 (10)を構成するパイプの集合体 (11)において、 前記剛性パイプ (14)の外周に取付孔 (14a)が形成され、  A plurality of rigid pipes (14) standing vertically with a predetermined interval (W) in the horizontal direction, and pipe connecting means (13) for connecting the plurality of rigid pipes (14) in parallel with each other. In the pipe assembly (11) encapsulated in the sheet (12) and constituting the storage tank (10), a mounting hole (14a) is formed on the outer periphery of the rigid pipe (14),
前記パイプ連結手段 (13)が、  The pipe connecting means (13)
前記所定の間隔 (W)に配置され前記所定の間隔 (W)より短い長さを有する連結パイ プ (15)と、  A connecting pipe (15) disposed at the predetermined interval (W) and having a length shorter than the predetermined interval (W);
前記連結パイプ (15)の両端に設けられ前記連結パイプ (15)に挿入可能な筒部 (16a) と前記筒部 (16a)に連続して形成され前記連結パイプ (15)の端縁に臨むフランジ部 (16b)と前記フランジ部 (16b)を介して前記筒部 (16a)に同軸に設けられ前記取付孔 (14a)に挿入可能な短管部 (16c)とを有し前記短管部 (16c)と前記フランジ部 (16b)と前 記筒部 (16a)を貫通する中心孔 (16d)が形成されたアダプタ (16)と、  A cylindrical portion (16a) that is provided at both ends of the connecting pipe (15) and can be inserted into the connecting pipe (15), and is formed continuously from the cylindrical portion (16a) and faces an edge of the connecting pipe (15). The short pipe part having a flange part (16b) and a short pipe part (16c) which is provided coaxially with the cylindrical part (16a) through the flange part (16b) and can be inserted into the mounting hole (14a). (16c), an adapter (16) in which a central hole (16d) penetrating the flange portion (16b) and the cylindrical portion (16a) is formed,
前記連結パイプ (15)を貫通し前記連結パイプ (15)の両端に設けられた前記アダプタ (16)の前記中心孔 (16d)に両端部がそれぞれ挿通可能な長さを有する連結鋼棒 (17) と、  A connecting steel rod (17) having a length that allows both ends to be inserted into the center hole (16d) of the adapter (16) that penetrates the connecting pipe (15) and is provided at both ends of the connecting pipe (15). ) When,
前記短管部 (16c)が外部力も前記取付孔 (14a)に挿入された前記剛性パイプ (14)の 内側に設けられ前記中心孔 (16d)に挿通された前記連結鋼棒 (17)の端部を前記剛性 パイプ (14)の内側に引き込んで前記フランジ部 (16b)と前記連結パイプ (15)とを間に介 在させた互いに隣接する 2つの前記剛性パイプ (14)を互いに引きつけて 2つの前記 剛性パイプ (14)を互いに固定する固定手段 (17a, 18,19)と  The end of the connecting steel rod (17) inserted into the center hole (16d) provided inside the rigid pipe (14) with the short pipe portion (16c) also having an external force inserted into the mounting hole (14a). The two rigid pipes (14) adjacent to each other with the flange portion (16b) and the connecting pipe (15) interposed therebetween are drawn to each other by pulling the portion into the inside of the rigid pipe (14). Fixing means (17a, 18, 19) for fixing the two rigid pipes (14) to each other;
を備え、  With
前記フランジ部 (16b)の前記短管部 (16c)側端面が前記短管部 (16c)が前記取付孔 (14a)に挿入された状態で前記取付孔 (14a)周囲の前記剛性パイプ (14)の外面に密着 可能に構成されかつ前記フランジ部 (16b)の厚さ (D)と前記連結パイプ (15)の長さ (L) の和が前記所定の間隔 (W)に等しくなるように構成された  The rigid pipe (14) around the mounting hole (14a) with the end surface of the flange section (16b) on the side of the short pipe section (16c) inserted into the mounting hole (14a). ) So that the sum of the thickness (D) of the flange portion (16b) and the length (L) of the connecting pipe (15) is equal to the predetermined interval (W). Configured
ことを特徴とする貯留槽用パイプの集合体。  An assembly of pipes for storage tanks characterized by that.
固定手段が、連結鋼棒 (17)の両端部にそれぞれ形成された雄ねじ (17a)と、短管部 (16c)が外部力も取付孔 (14a)に挿入された剛性パイプ (14)の内側力も前記連結鋼棒 (17)の端部に嵌入されかつ前記剛性パイプ (14)の内壁に当接するカラー (18)と、前記 カラー (18)が嵌入された前記連結鋼棒 (17)の端部における雄ねじ (17a)に前記剛性パ イブ (14)の内側カも螺合され前記カラー (18)を介して前記連結鋼棒 (17)の端部を前記 剛性パイプ (14)の内側に引き込むナット (19)とを備えた請求項 1記載の貯留槽用パイ プの集合体。 The fixing means includes a male screw (17a) formed on each end of the connecting steel rod (17), and a short pipe portion. (16c) is an external force and a collar (14) which is inserted into the end of the connecting steel rod (17) and abuts against the inner wall of the rigid pipe (14). 18), and the inner screw of the rigid pipe (14) is also screwed into the male screw (17a) at the end of the connecting steel rod (17) in which the collar (18) is inserted, and the collar (18) is interposed therebetween. The reservoir pipe assembly according to claim 1, further comprising: a nut (19) for drawing an end of the connecting steel rod (17) into the rigid pipe (14).
[3] 連結パイプ (15)はアダプタ (16)の筒部 (16a)が端部に挿入可能なパイプ本体 (15a)と 前記パイプ本体 (15a)の一端又は両端に設けられたスぺーサ (15b)とにより構成され、 前記スぺーサ (15b)は前記筒部 (16a)に嵌着可能に構成され前記筒部 (16a)に端部が 嵌入された前記パイプ本体 (15a)の端縁と前記アダプタ (16)のフランジ部 (16b)との間 の隙間を閉塞可能に構成され、前記スぺーサ (16b)の厚さ (A)が前記筒部 (16a)の長さ (B)より短く形成されかつ前記パイプ本体 (15a)の長さ (C)と前記スぺーサ (16b)の厚さ (A)の和が連結パイプ (15)の長さ (L)を構成する請求項 1又は 2記載の貯留槽用パイプ の集合体。  [3] The connecting pipe (15) includes a pipe body (15a) into which the cylindrical part (16a) of the adapter (16) can be inserted at an end, and a spacer (1) provided at one or both ends of the pipe body (15a) ( 15b), the spacer (15b) is configured to be fitted to the cylindrical portion (16a), and an end edge of the pipe body (15a) is fitted to the cylindrical portion (16a). And the flange (16b) of the adapter (16) can be closed, and the thickness (A) of the spacer (16b) is the length (B) of the tube (16a). The sum of the length (C) of the pipe body (15a) and the thickness (A) of the spacer (16b) forms a length (L) of the connecting pipe (15). A collection of pipes for storage tanks according to 1 or 2.
[4] アダプタ (16)のフランジ部 (16b)及び連結パイプ (15)のいずれか一方又は双方に係 止可能に構成されたジョイントフック (23)と、前記ジョイントフック (23)に取付けられてパ イブ連結手段 (13)により互いに固定された 2本の剛性パイプ (14,14)にそれぞれに沿う ように構成された 2本のサイドポスト (22,22)と、 2本の前記サイドポスト (22,22)の間に架 設された複数本の支持鋼棒 (26)と、前記複数本の支持鋼棒 (26)に取付けられ 2本の 前記サイドポスト (22,22)の間を閉塞する耐圧板 (21)とを更に備え、  [4] A joint hook (23) configured to be engageable with one or both of the flange portion (16b) and the connecting pipe (15) of the adapter (16), and attached to the joint hook (23). Two side posts (22, 22) configured to extend along two rigid pipes (14, 14) fixed to each other by a pipe connecting means (13), and the two side posts ( (22,22) and a plurality of support steel rods (26), and the plurality of support steel rods (26) attached to the two side posts (22,22) are closed. A pressure plate (21) that
前記耐圧板 (21)の外表面は 2本の前記サイドポスト (22,22)の外表面と面一であって かつ延長面上に前記剛性パイプ (14)の外表面が接するように構成された請求項 1な V、し 3 、ずれか 1項に記載の貯留槽用パイプの集合体。  The outer surface of the pressure plate (21) is flush with the outer surfaces of the two side posts (22, 22), and the outer surface of the rigid pipe (14) is in contact with the extended surface. The assembly of pipes for a storage tank according to claim 1, wherein V is 1 and 3 is a deviation.
[5] パイプ連結手段 (13)により格子状に連結された 4本の剛性パイプ (14)の対角線上に 位置するそれぞれ 2本の剛性パイプ (14)の上部又は下部の間に上面又は下面が前 記剛性パイプ (14)の上端縁又は下端縁と面一になるように筋交い板 (27)がそれぞれ 架設された請求項 1ないし 4いずれか 1項に記載の貯留槽用パイプの集合体。  [5] The upper surface or the lower surface is located between the upper or lower portions of the two rigid pipes (14) located on the diagonal line of the four rigid pipes (14) connected in a lattice pattern by the pipe connecting means (13). The aggregate | assembly of the pipe for storage tanks of Claim 1 thru | or 4 with which the bracing board (27) was respectively constructed so that it might become flush with the upper end edge or lower end edge of the said rigid pipe (14).
PCT/JP2005/003713 2005-03-04 2005-03-04 Aggregate of pipes for storage tank WO2006095384A1 (en)

Priority Applications (3)

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PCT/JP2005/003713 WO2006095384A1 (en) 2005-03-04 2005-03-04 Aggregate of pipes for storage tank
JP2007506919A JPWO2006095384A1 (en) 2005-03-04 2005-03-04 Aggregate of storage pipes
CNA2005800489619A CN101137795A (en) 2005-03-04 2005-03-04 Aggregate of pipes for storage tank

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009197388A (en) * 2008-02-19 2009-09-03 Furukawa Electric Co Ltd:The Water sprinkling structural body, water sprinkling system using the water sprinkling structural body, and method for operating the water sprinkling system
WO2011129019A1 (en) * 2010-04-16 2011-10-20 株式会社 トーテツ Storage unit, storage tank using same, and storage osmotic tank
WO2018171842A3 (en) * 2017-03-24 2018-11-22 Hahn Guenter Water storage system for arid regions

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000309958A (en) * 1999-01-26 2000-11-07 Tootetsu:Kk Underground water storage tank and its formation
JP2002115308A (en) * 2000-10-11 2002-04-19 Os Engineering:Kk Filling member for underground water storage tank

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005336877A (en) * 2004-05-27 2005-12-08 Tootetsu:Kk Pipe assembly for water storage tank

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000309958A (en) * 1999-01-26 2000-11-07 Tootetsu:Kk Underground water storage tank and its formation
JP2002115308A (en) * 2000-10-11 2002-04-19 Os Engineering:Kk Filling member for underground water storage tank

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009197388A (en) * 2008-02-19 2009-09-03 Furukawa Electric Co Ltd:The Water sprinkling structural body, water sprinkling system using the water sprinkling structural body, and method for operating the water sprinkling system
WO2011129019A1 (en) * 2010-04-16 2011-10-20 株式会社 トーテツ Storage unit, storage tank using same, and storage osmotic tank
WO2018171842A3 (en) * 2017-03-24 2018-11-22 Hahn Guenter Water storage system for arid regions

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CN101137795A (en) 2008-03-05

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