WO2018105629A1 - Large-tube horizontally-inclined convection-type ground heat exchanger, large-tube horizontally-inclined convection-type ground heat exchanging device, and installation method therefor - Google Patents

Large-tube horizontally-inclined convection-type ground heat exchanger, large-tube horizontally-inclined convection-type ground heat exchanging device, and installation method therefor Download PDF

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WO2018105629A1
WO2018105629A1 PCT/JP2017/043711 JP2017043711W WO2018105629A1 WO 2018105629 A1 WO2018105629 A1 WO 2018105629A1 JP 2017043711 W JP2017043711 W JP 2017043711W WO 2018105629 A1 WO2018105629 A1 WO 2018105629A1
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heat exchanger
heat medium
end surface
underground heat
outlet
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PCT/JP2017/043711
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French (fr)
Japanese (ja)
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久生 山野辺
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久生 山野辺
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    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F24HEATING; RANGES; VENTILATING
    • F24TGEOTHERMAL COLLECTORS; GEOTHERMAL SYSTEMS
    • F24T10/00Geothermal collectors
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F28HEAT EXCHANGE IN GENERAL
    • F28DHEAT-EXCHANGE APPARATUS, NOT PROVIDED FOR IN ANOTHER SUBCLASS, IN WHICH THE HEAT-EXCHANGE MEDIA DO NOT COME INTO DIRECT CONTACT
    • F28D21/00Heat-exchange apparatus not covered by any of the groups F28D1/00 - F28D20/00
    • 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
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/10Geothermal energy

Definitions

  • the present invention relates to a thick horizontal tube inclined convection type underground heat exchanger, a large horizontal tube inclined convection type underground heat exchanger, and an installation method thereof, and more specifically, a unit of an underground heat exchanger.
  • Large pipe horizontal inclined convection type underground heat exchanger, large pipe horizontal inclined convection type ground, with increased heat exchange per length and reduced equipment footprint, installation cost, and operating cost The present invention relates to an intermediate heat exchange device and an installation method thereof.
  • a closed line type geothermal heat pump system which includes a heat exchanger and uses the ground heat energy possessed by the ground by moving it to the secondary heat exchanger.
  • This geothermal heat pump can extract more heat energy than the power consumed by the system from the ground and supply it to the loader, and the consumed ground heat energy is replenished from the ground. It is a use and has the feature that pollution to the natural environment does not occur.
  • the heat pump system using geothermal heat has a substantially constant temperature throughout the year. Since it is not affected by the weather, it has the feature that it can be operated stably throughout the year.
  • the heat exchanger using underground heat can be roughly divided into, for example, a vertical type in which a heat exchange pipe having a diameter of 34 mm is inserted 50 to 150 m into the ground, and a horizontal type in which a heat exchange pipe is provided horizontally at a few meters underground, There are two types. In the United States, systems using horizontal underground heat exchangers have become popular for general housing. However, in order to provide a horizontal underground heat exchanger using a conventional pipe having a diameter of 34 mm, a large area is required.
  • the heat pump system using geothermal heat has a problem that the thermal resistance in heat conduction of energy from the ground to the heat medium is large.
  • a ground heat heat pump system (see, for example, cited document 3) in which a hole excavated for inserting a pipe of a vertical heat exchanger is backfilled with concrete has been disclosed. This system could increase the amount of heat exchange per unit, but it could not reduce the installation costs.
  • the present invention has been devised to solve such a problem, and provides a ground heat exchanger having a large heat conduction amount per unit pipe length by improving the heat transfer efficiency from soil to a heat medium, and is narrow.
  • the objective is to provide a convection type underground heat exchanger that can be installed at low cost even on land.
  • this invention makes it a subject to provide the underground heat exchange apparatus which reduced the installation cost and the operating cost by reducing the apparatus in size.
  • this invention makes it a subject to provide the installation method of the underground heat exchange apparatus with a simple installation operation and low installation cost in order to solve the said subject.
  • the present invention has been made in order to solve the above-mentioned problems, and the thick tube horizontal inclined convection type underground heat exchanger according to the present invention is a metal that is inclined, horizontally placed, and buried in the ground.
  • This straight pipe is sealed at the two end faces intersecting the major axis at both ends, and is provided on the upper end face provided on the higher end face and on the lower end face.
  • Upper and lower heating medium inlets and lower heating medium inlets and outlets are respectively provided at the lower part of the lower end surface, the cross-sectional area inside the straight pipe is not less than the area of a circle with a diameter of 29 cm, the distance between the upper end surface and the lower end surface,
  • the ratio of the diameter of a circle having the same area as the cross-sectional area inside the tube is in the range of 3: 1 to 100: 1, the distance between the upper end surface and the lower end surface, and the height difference between the upper end surface and the lower end surface And a ratio of 3: 1 to 100: 1, and a concrete layer or a mortar layer was provided around the straight pipe And wherein the door.
  • the ratio of the distance between the upper end face and the lower end face and the diameter of a circle having the same area as the cross-sectional area inside the straight pipe is in the range of 3: 1 to 100: 1.
  • the concrete layer or mortar layer preferably has a thickness of 100 mm or more.
  • the straight pipe may have a distance of 1 to 10 m from the ground surface to the lowest part of the straight pipe.
  • the installation method of the horizontal pipe inclination type convection type underground heat exchanger which concerns on this invention is the process which excavates a hole, and installs the straight pipe of any one of Claim 1 thru
  • mold convection type underground heat exchanger of this invention is 1 or more of the large pipe horizontal inclination type
  • the liquid feeding means is capable of switching between the heat medium flowing from the upper heat medium inlet / outlet of the underground heat exchanger toward the lower heat medium inlet / outlet and the liquid feeding from the lower heat medium inlet / outlet toward the upper heat medium inlet / outlet. It is preferable that
  • the large horizontal tube inclined convection type underground heat exchanger according to the present invention is horizontally inclined so that the ratio between the distance between the upper end surface and the lower end surface and the height difference is 3: 1 to 100: 1.
  • the straight pipe portion is made of metal and the concrete or mortar layer is backfilled around the straight pipe portion of the present invention, the air between the soil and the heat medium is eliminated. Since the heat transfer resistance is small and it is a thick tube and has a wide heat transfer area, a high amount of underground heat exchange can be ensured.
  • the underground heat exchanger of the present invention is a horizontal type, the depth of the hole from the top of the straight pipe to the ground surface is only 1 to 10 m, so the installation cost when installing the vertical type underground heat exchanger The cost for drilling holes that occupy most of the area can be greatly reduced. Moreover, since a high underground heat exchange amount can be ensured, the apparatus can be reduced in size, and installation costs and operation costs can be reduced.
  • the large horizontal tube inclined convection type underground heat exchanger of the present invention has a heat transfer amount of 14.4 per unit length compared to a conventional thin tube horizontal type underground heat exchanger.
  • the 11 m long horizontal tube inclined convection type underground heat exchanger of this embodiment corresponds to a conventional thin tube horizontal type underground heat exchanger having a cooling pipe of 158.4 m in length. It will be. As a result, it is possible to provide a horizontal underground heat exchanger at low cost even on a small area of land, and to reduce the operating cost.
  • FIG. 2 is a cross-sectional view taken along the line aa in FIG. 1. It is a schematic diagram of the convection which arises when a heat medium is cooled / heated by the underground heat exchanger of this invention. It is a schematic diagram of the convection which arises when a heat medium is heated / cooled by the underground heat exchanger of this invention. It is process drawing which shows the installation method of the thick pipe horizontal inclination type
  • the heat transfer amount of the underground heat exchanger is proportional to the heat transfer area, it is fundamental to expand the heat transfer area in order to increase the heat transfer amount.
  • the vertical underground heat exchanger uses, for example, a thin tube with an inner diameter of 34 mm, in order to obtain a sufficient heat transfer area, it has been necessary to excavate to a depth of 50 to 150 m underground.
  • the biggest problem with underground heat exchangers is the high installation cost. And most of the installation cost of the vertical underground heat exchanger was occupied by excavation costs.
  • the inventor has paid attention to a large horizontal pipe type heat exchanger, which has been neglected in the past because of low heat transfer efficiency, in order to reduce the installation price of the underground heat exchanger.
  • the material of the underground heat exchanger was made of metal, and the surroundings of the heat exchanger were backfilled with concrete to increase the heat transfer efficiency from the soil,
  • a strong convection of the heat medium is generated inside the heat exchanger, the heat medium is agitated, and a relative flow velocity with the tube wall due to the convection is generated, so that the heat transfer is further improved, and the concrete layer
  • the present inventors have found that extremely effective heat exchange between the soil and the heat medium is performed through the mortar layer and the metal pipe wall, and the heat transfer amount of the underground heat exchanger is dramatically increased.
  • FIG. 1 is a longitudinal sectional view taken along the major axis of a horizontally inclined convection type underground heat exchanger according to one embodiment of the present invention
  • FIG. 2 is a transverse sectional view thereof.
  • the large horizontal tube inclined convection type underground heat exchanger 10 according to the present invention is horizontally inclined and embedded in the ground so that one end is higher than the other end.
  • the reason for using metal for the straight pipe 11 is to reduce the resistance of energy transfer from the soil to the heat medium.
  • the type of metal to be used is not particularly limited as long as it has high thermal conductivity and sufficient rigidity, but preferable examples include iron, steel, and stainless steel. Iron and steel can be used after being rust-proofed. In the case of a closed line type underground heat exchanger, the initial corrosion proceeds, but thereafter, the oxidizing component contained in the heat medium is consumed, so that the corrosion does not proceed thereafter.
  • the cross-sectional shape of the straight pipe 11 is not particularly limited as long as it can be used in the present invention, and may include, for example, a circular shape, a square shape, a rhombus shape, an oval shape, or the like. Specifically, it is preferable to use a circular pipe that is inexpensive, easily available, and excellent in mechanical strength.
  • the straight pipe 11 of the large horizontal tube inclined convection type underground heat exchanger 10 has an elevation difference H between the upper end surface 12 and the lower end surface 13 and a distance L between the upper end surface 12 and the lower end surface 13.
  • the ratio is preferably in the range of 1: 3 to 1: 100, and more preferably in the range of 1: 5 to 1:50. If the ratio is less than 1: 3, the convection of the heat medium may not be sufficiently developed and the stirring effect may be insufficient. If the ratio exceeds 1: 100, the inclination is too small and convection of the heat medium is generated. There are times when you can't.
  • the straight pipe 11 of the present invention has a diameter W of a circle having the same area as the cross-sectional area of the plane orthogonal to the long axis (that is, a circle having the same area as the area of the upper end surface 12 or the lower end surface 13),
  • the ratio of the distance L between the upper end surface 12 and the lower end surface 13 is preferably in the range of 1: 3 to 1: 100, and more preferably in the range of 1: 5 to 1:50. If the ratio is less than 1: 3, convection does not develop sufficiently, and the stirring effect by convection may be insufficient. If it exceeds 1: 100, the straight pipe 11 becomes too thin and the heat medium 20 In some cases, the internal resistance becomes large and convection of a heat medium having sufficient strength cannot be generated.
  • the inner diameter W of a circle having the same area as the upper end surface 12 and the lower end surface 13 is preferably 200 mm or more, and more preferably 290 mm or more.
  • the inner diameter of the circle is less than 200 mm, the internal resistance of the heat medium 20 increases, and convection of the heat medium having sufficient strength may not be caused.
  • the concrete layer or the mortar layer surrounding the straight pipe 11 of the present invention has an average thickness of 100 mm or more. If the average thickness of the concrete layer or the mortar layer is less than 100 mm, the resistance of the energy transfer between the soil and the heat medium 12 is too large, and sufficient energy transfer cannot be performed. And the convection of the heat medium having sufficient strength may not be caused. In addition, since soft soil containing a lot of air has low thermal conductivity, thicker concrete layers or mortar layers are preferred when installing underground heat exchangers. Is expensive. The optimum concrete or mortar layer thickness depends on the situation of the installation site.
  • the distance from the ground surface to the lowest part of the straight pipe can be 1 to 10 m, more preferably 1.5 to 7 m, and most preferably 2 to 5 m. Can be mentioned.
  • the distance from the ground surface to the lowest part of the straight pipe is less than 1 m, the temperature stability of the underground heat exchanger and the energy supply capacity of the soil may not be sufficient.
  • the depth of filling is deeper, but even if the depth exceeds 10 m, the improvement of the performance of the underground heat exchanger corresponding to the increase in excavation costs is not seen. Is not preferable.
  • FIG. 3 is a schematic diagram of convection that occurs when the heat medium is cooled by the underground heat exchanger of the present invention.
  • the heated heat medium 20 a supplied from the upper heat medium inlet / outlet 14 of the underground heat exchanger 10 is near the upper end surface 12 of the straight pipe 11.
  • FIG. 4 is an estimation diagram of convection that occurs when the heat medium is heated by the underground heat exchanger of the present invention.
  • the cooled heat medium 20 b supplied from the lower heat medium inlet / outlet 15 of the underground heat exchanger 10 is near the lower end surface 13 of the straight pipe 11.
  • the tube wall 17b is heated in contact with the tube wall 17b and becomes an upward flow 25b along the tube wall 17b, resulting in an upper laminar flow 24 along the upward slope of the top of the straight tube 11.
  • the upper laminar flow 24 is combined with the upward flow 25 of the entire tube wall 17 to increase the flow velocity and flow rate, and is further heated to reach the upper end surface 12, and a part of the heat flow is heated from the upper heat medium inlet / outlet 14. It is taken out as 20a.
  • the remaining portion of the upper laminar flow 24 collides with the upper end surface 12 to become a reverse descending flow 26, and the reverse descending flow 26 is a negative pressure for supplying the heat medium 20 to the upward flow 25 along the entire tube wall 17.
  • the lower laminar flow 22 is generated, thereby forming a stable convection and stirring the heat medium 20.
  • the main starting force that generates convection is the lower laminar flow 22 toward the lower end surface 13 along the inclination of the straight pipe 11 when the heat medium 20 is cooled, and the straight pipe when the heat medium 20 is used. It is estimated that the upper laminar flow is directed toward the upper end surface 12 along the inclination of 11.
  • the heated heat medium is supplied from the upper heat medium inlet / outlet, the cooled heat medium is taken out from the lower heat medium inlet / outlet, and the heat medium shown in FIG. 4 is heated.
  • cooling / cooling an example is shown in which the cooled heat medium is supplied from the lower heat medium inlet / outlet and the heated heat medium is taken out from the upper heat medium inlet / outlet.
  • the direction in which the heat medium is supplied to and extracted from the underground heat exchanger 10 is not limited to the above example.
  • FIG. 5 is a process diagram showing a method for installing the horizontal inclined convection type underground heat exchanger of the present invention.
  • the method for installing the large horizontal tube inclined convection type underground heat exchanger of the present invention includes a step of excavating a hole as a first step.
  • the foundation can be provided with concrete or mortar before entering the second step.
  • the straight pipe which is the main part of the underground heat exchanger, is installed with an inclination in which the ratio between the distance between the upper end surface and the lower end surface and the height difference is 3: 1 to 100: 1.
  • a hole with a predetermined slope can be dug in advance.
  • the ratio of the distance between the upper end surface and the lower end surface and the inner diameter of a circle having the same area as the cross-sectional area of the surface orthogonal to the long axis may be in the range of 3: 1 to 100: 1. it can.
  • the straight pipe may have an inner diameter of the circle of 200 mm or more.
  • the hole in which the straight pipe is installed is backfilled with a concrete layer or mortar to form a concrete layer or mortar layer, taking care not to allow air to enter.
  • the concrete layer or the mortar layer preferably has an average thickness of 100 mm or more.
  • the hole is backfilled with soil to complete the underground heat exchanger of the present invention.
  • the ground heat exchanger installation method of the present invention is to backfill the hole with a concrete layer or mortar to a predetermined depth in order to exclude air between the main body portion of the ground heat exchanger and the soil portion. It is characterized by.
  • FIG. 6 is a configuration diagram of a large horizontal tube inclined convection type underground heat exchanger according to an embodiment of the present invention.
  • the large horizontal tube inclined convection type underground heat exchanger 1 of the present invention includes one or more large horizontal tube inclined convection type underground heat exchangers 10 and a secondary side heat exchange.
  • the container 30 and the liquid feeding means 40 are provided to supply energy to the working machine 50.
  • the laterally inclined convection type underground heat exchange device 1 of the present invention includes an upper heat medium inlet / outlet 14 and a lower heat medium inlet / outlet 15 of the underground heat exchanger 10 and a heat medium of the secondary heat exchanger 30. It is preferable that the inlet / outlet ports 32, 33 are in communication with a liquid supply pipe 33, and a closed-line geothermal heat pump device in which the liquid supply means 40 is provided on the heat medium pipe 33.
  • the liquid feeding means 40 of the present invention feeds the heat medium from the upper heat medium inlet / outlet 14 to the lower heat medium inlet / outlet 15 of the underground heat exchanger 10 and from the lower heat medium inlet / outlet 15 to the upper heat medium inlet / outlet 14. It is preferable that the liquid feeding in the direction can be switched. Further, the liquid feeding means 40 of the present invention can feed liquid from only the lower heat medium inlet / outlet 15 or only from the direction of the upper heat medium inlet / outlet 14.
  • the large horizontal tube inclined convection type underground heat exchanger 1 of the present invention can include two or more large horizontal tube inclined convection type underground heat exchangers 10.
  • the large horizontal tube inclined convection type underground heat exchanger 10 can be installed in parallel with each of the upper heat medium inlet / outlet 14 and the lower heat medium inlet / outlet 15 of each heat exchanger communicating with each other.
  • the two or more thick pipe horizontal inclined convection type underground heat exchangers 10 are respectively connected to the upper heat medium inlet / outlet port 14 of each of the thick pipe horizontal inclined convection type underground heat exchangers 10 and the adjacent large pipes.
  • the lower heating medium inlet / outlet port 15 of the horizontally inclined convection type underground heat exchanger 10 can be communicated with one line in series.
  • Example 1 An upper end surface 12 and a lower end surface 13 are attached to and sealed at both ends of a steel pipe having an inner diameter of 500 mm and a length of 11 m, and an upper heat medium inlet / outlet 14 and a lower heat medium inlet / outlet 15 are respectively connected to the uppermost portion of the upper end surface 12 and the lowermost portion of the lower end surface 13.
  • the straight pipe 11 having an inner diameter of 500 mm was manufactured.
  • a hole having a width of 1300 mm, a length of 12 m, and a depth of 1700 mm was excavated on the ground, and 100 mm thick concrete was poured into the bottom of the hole and solidified.
  • the straight pipe 11 having an inner diameter of 500 mm was installed in the hole so that the upper end face 12 was higher than the lower end face 13 by 250 mm.
  • the ready-mixed concrete was poured from the ground surface to 650 mm so that bubbles would not enter and solidified, and then the remainder of the hole was backfilled with soil to produce the underground heat exchanger 10 of Example 1.
  • Example 2 An upper end surface 12 and a lower end surface 13 are attached and sealed at both ends of a steel pipe having an inner diameter of 290 mm and a length of 11 m, and an upper heat medium inlet / outlet 14 and a lower heat medium inlet / outlet are respectively provided at the uppermost portion of the upper end surface 12 and the lowermost portion of the lower end surface 13.
  • a straight tube 11 having an inner diameter of 290 mm and projecting 15 was manufactured.
  • a hole having a width of 1100 mm, a length of 12 m, and a depth of 1700 mm was excavated on the ground, and 100 mm thick ready-mixed concrete was poured into the bottom of the hole and solidified.
  • the straight pipe 11 having an inner diameter of 290 mm was installed in the hole so that the upper end surface 12 was higher than the lower end surface 13 by 250 mm.
  • the ready-mixed concrete was poured from the ground surface to 670 mm with care so that bubbles do not enter and solidified, and then the remaining holes were backfilled with soil to produce the underground heat exchanger 10 of Example 2.
  • Example 3 An upper end surface 12 and a lower end surface 13 are attached and sealed at both ends of a steel pipe having an inner diameter of 200 mm and a length of 11 m, and an upper heat medium inlet / outlet 14 and a lower heat medium are respectively provided at the uppermost portion of the upper end surface 12 and the lowermost portion of the lower end surface 13.
  • a straight pipe 11 having an inner diameter of 200 mm and having an inlet / outlet 15 protruding therefrom was manufactured.
  • a hole having a width of 1000 mm, a length of 12 m, and a depth of 1700 mm was excavated on the ground, and 100 mm thick raw concrete was poured into the bottom of the hole to be solidified.
  • the straight pipe 11 having an inner diameter of 200 mm was installed in the hole so that the upper end surface 12 was higher than the lower end surface 13 by 250 mm.
  • the ready-mixed concrete was poured from the ground surface to 680 mm with care so that bubbles do not enter and solidified, and then the remaining holes were backfilled with soil to produce the underground heat exchanger 10 of Example 3.
  • An upper end surface 12 and a lower end surface 13 are attached and sealed to both ends of a steel pipe having an inner diameter of 68 mm and a length of 11 m, and an upper heat medium inlet / outlet 14 and a lower heat medium inlet / outlet are respectively provided at the uppermost portion of the upper end surface 12 and the lowermost portion of the lower end surface 13.
  • the straight pipe 11 having an inner diameter of 68 mm was manufactured by projecting 15. Next, a hole having a width of 900 mm, a length of 12 m, and a depth of 1700 mm was excavated on the ground, and 100 mm thick ready-mixed concrete was poured into the bottom of the hole and solidified.
  • the straight pipe 11 having an inner diameter of 64 mm was installed so as to be inclined so that the upper end surface 12 was higher than the lower end surface 13 by 250 mm.
  • the remaining holes were backfilled with soil to produce the underground heat exchanger 10 of Comparative Example 2. did.
  • Comparative Example 2 As in Comparative Example 1, the underground heat exchanger 10 of Comparative Example 3 was manufactured using a steel pipe having an inner diameter of 34 mm and a length of 11 m.
  • Comparative Example 3 A hole having a width of 4.0 m, a length of 11 m, and a depth of 1.7 m was excavated on the ground, and 100 mm thick ready-mixed concrete was poured into the bottom and solidified. Further, a steel pipe having a length of 30 m, an inner diameter of 34 mm, and a pipe wall thickness of 1 mm is bent into “self” shape at four locations, and the interval between the tubes and the interval between the tube and the earth wall of the hole are 1.
  • Test example (Test method) The thick pipe horizontal inclination type convection type underground heat exchange apparatus shown in FIG. 6 is used, except that a water tank is used as the secondary heat exchanger 30 and a 3 KW electric heater is used as the working machine 50, and the liquid feeding means 40 is used. Then, 30 L of water was fed every minute, and the cooling test of the heat medium as shown in FIG. 3 was performed, and the circulating water temperature passing through the upper heat medium inlet / outlet 14 and the lower heat medium inlet / outlet 15 was measured.
  • Test Example 1 Regarding the pipe diameter Using the underground heat exchangers of Examples 1 to 3 and Comparative Examples 1 and 2, a cooling test of the secondary heat exchanger 30 was performed, and the upper heat medium inlet / outlet 14 and the lower heat medium The temperature of circulating water passing through the entrance / exit 15 was measured. Table 1 shows the average values of the outlet and the entrance, and FIG. 7 shows the graph.
  • the underground heat exchanger using the underground heat exchanger having an inner diameter of 500 mm according to the first embodiment and the underground heat exchanger using the underground heat exchanger having an inner diameter of 290 mm according to the second embodiment are very A large amount of heat exchange was shown, and the average circulating water temperature after 12 hours was 6.8 ° C. in Example 1 and 12.2 ° C. in Example 1. Both showed sufficient cooling power. In Example 3, the average circulating water temperature after 3 hours was 39.3 ° C., but it was judged that it could be used for a load smaller than the 3 KW electric heater of this test example. Comparative Example 1 using an underground heat exchanger having an inner diameter of 68 mm and Comparative Example 2 using an underground heat exchanger using an underground heat exchanger having an inner diameter of 34 mm lacked the amount of heat exchange.
  • Test example 2 Comparison between a thick tube horizontal inclined convection type underground heat exchanger (Example 1) having an inner diameter of 500 mm and a conventional thin tube type horizontal underground heat exchanger (Comparative Example 3) having an inner diameter of 34 mm
  • the underground heat exchange apparatus using the underground heat exchanger having the inner diameter of 500 mm and the length of 11 m of Example 1 and the comparative example 3 of the thick tube horizontal inclined convection type underground heat exchange apparatus shown in FIG. Comparison was made with a prior art thin tube horizontal underground heat exchanger with an inner diameter of 34 mm and a length of 30 m.
  • Table 2 The measured values of the heat medium inlet temperature and the outlet temperature of Example 1 and Comparative Example 3 and their rising temperatures are shown in Table 2, and the graph is shown in FIG.
  • the underground heat exchanger with an inner diameter of 500 mm of Example 1 showed a heat exchange capability far superior to the conventional thin tube horizontal underground heat exchanger.
  • the conventional horizontal tube horizontal heat exchanger of Comparative Example 3 has insufficient cooling capacity with respect to the 3 KW electric heater.
  • FIG. 9 shows a thick tube horizontal inclined convection type underground heat exchanger having an inner diameter of 500 mm and a length of 11 m, and a conventional narrow tube horizontal underground heat exchanger of Comparative Example 2 having an inner diameter of 34 mm and a length of 11 m, It is the graph which compared the average value with the heat-medium inlet temperature of this, and outlet temperature.
  • the temperature rise value of Example 1 is 5.60 ° C.
  • the temperature rise value of Comparative Example 1 is 80.68 ° C. Since the tube lengths of the underground heat exchanger 1 and Comparative Example 1 are the same, the heat transfer amount per unit tube length of Example 1 is 14.4 times the heat transfer amount of Comparative Example 1.
  • the underground heat exchanger having a length of 11 m in Example 1 corresponds to a underground heat exchanger having an inner diameter of 34 mm and a length of 158.4 meters. . If the large horizontal tube inclined convection type underground heat exchanger of the present invention is used, it is possible to install a horizontal underground heat exchanger even in a narrow land.

Abstract

Provided is a ground heat exchanger that improves heat-transfer efficiency from the earth, is smaller in size, occupies less surface area, has reduced installation costs and operation costs, and can be installed in a narrow piece of land. A large-tube horizontally-inclined convection-type ground heat exchanger according to the present invention is characterized in that: said ground heat exchanger is a straight metal tube embedded in the ground in an inclined and horizontal manner; both ends of said straight tube are respectively closed off by two end surfaces perpendicular to the long axis thereof; an upper portion of an upper end surface provided to the higher of the two end surfaces and a lower portion of a lower end surface provided to the lower of the two end surfaces are respectively provided with an upper-portion heat medium port and a lower-portion heat medium port; the cross-sectional area of the interior of said straight tube is 314 cm2 or more; the ratio of the distance and height difference between the upper end surface and the lower end surface is in the range of 3:1 to 100:1; and a concrete layer or mortar layer is provided around said straight tube.

Description

太管横置傾斜式対流型地中熱交換器、太管横置傾斜式対流型地中熱交換装置、及びその設置方法Horizontally inclined convection type underground heat exchanger with large horizontal pipe, horizontal inclined type convective underground heat exchanger for horizontal pipe, and installation method thereof
 本発明は、太管横置傾斜式対流型地中熱交換器、太管横置傾斜式対流型地中熱交換装置、及びその設置方法に係り、より詳しくは、地中熱交換器の単位長さあたりの熱交換量を増大させて、装置の占有面積、設置経費、及び運転経費が低減された太管横置傾斜式対流型地中熱交換器、太管横置傾斜式対流型地中熱交換装置、及びその設置方法に関する。 TECHNICAL FIELD The present invention relates to a thick horizontal tube inclined convection type underground heat exchanger, a large horizontal tube inclined convection type underground heat exchanger, and an installation method thereof, and more specifically, a unit of an underground heat exchanger. Large pipe horizontal inclined convection type underground heat exchanger, large pipe horizontal inclined convection type ground, with increased heat exchange per length and reduced equipment footprint, installation cost, and operating cost The present invention relates to an intermediate heat exchange device and an installation method thereof.
 近年、再生可能エネルギーの一つとして、地中に埋設したパイプ内に水、ブライン、不凍液、エタノール、二酸化炭素等の1次側熱媒体を循環させて大地から熱エネルギーを移動させる地中熱利用熱交換器を備え、大地の保有する地中熱エネルギーを、2次側熱交換器に移動させて利用するクローズドライン型の地中熱利用ヒートポンプシステムが注目されている。 In recent years, as one of the renewable energies, use of geothermal heat to transfer heat energy from the ground by circulating a primary heat medium such as water, brine, antifreeze, ethanol, carbon dioxide, etc. in a pipe buried underground A closed line type geothermal heat pump system is attracting attention, which includes a heat exchanger and uses the ground heat energy possessed by the ground by moving it to the secondary heat exchanger.
 この地中熱利用ヒートポンプは、システムが消費する電力より多くの熱エネルギーを大地から取り出して負荷機に供給することができ、消費した地中熱エネルギーは大地から補給されるので、再生可能エネルギーの利用であり、自然環境への汚染は起こらないという特徴を有する。 This geothermal heat pump can extract more heat energy than the power consumed by the system from the ground and supply it to the loader, and the consumed ground heat energy is replenished from the ground. It is a use and has the feature that pollution to the natural environment does not occur.
 また、再生可能エネルギーである太陽光発電及び風力発電が、天候、季節、及び日照時間等に大きく影響されるのに比べて、地中熱利用ヒートポンプシステムは、年間を通じて温度がほぼ一定であり、天候にも左右されないため、年間を通じて安定した運転が可能であるという特徴を有する。 In addition, compared to solar and wind power generation, which are renewable energies, are greatly affected by weather, seasons, and sunshine hours, the heat pump system using geothermal heat has a substantially constant temperature throughout the year. Since it is not affected by the weather, it has the feature that it can be operated stably throughout the year.
 地中熱利用熱交換器は、大別すると、例えば直径34mmの熱交換パイプを地中に50~150m挿入する垂直型と、地下数メートルの所に水平に熱交換パイプを設ける水平型と、の2種類がある。アメリカでは、水平型地中熱交換器を利用したシステムが一般住宅用としても普及してきた。しかし、従来型の直径34mmのパイプを用いた水平型地中熱交換器を設けるには、広い土地が必要である。 The heat exchanger using underground heat can be roughly divided into, for example, a vertical type in which a heat exchange pipe having a diameter of 34 mm is inserted 50 to 150 m into the ground, and a horizontal type in which a heat exchange pipe is provided horizontally at a few meters underground, There are two types. In the United States, systems using horizontal underground heat exchangers have become popular for general housing. However, in order to provide a horizontal underground heat exchanger using a conventional pipe having a diameter of 34 mm, a large area is required.
 一方、土地の狭い日本では、従来は垂直型地中交換器が主として用いられてきたが、地中に深い垂直孔を掘るために多大な経費が必要であるという問題点がある。狭い土地でも設置できる太管水平型地中熱交換器を備える地中熱交換器も開示されたが、直径の大きな管を利用する地中熱交換器は管の内部に温度差が異なる水層を生じて伝熱効率が低下し、その性能は満足できるものではなかった(例えば特許文献1参照)。伝熱効率を上げるためには、管内にフィンや撹拌手段を設ける必要がある(例えば特許文献2参照)。 On the other hand, in Japan, where the land is small, vertical type underground exchangers have been mainly used in the past, but there is a problem that a great deal of cost is required to dig deep vertical holes in the ground. An underground heat exchanger with a large horizontal pipe type heat exchanger that can be installed even in a small land has been disclosed, but an underground heat exchanger using a large-diameter pipe has a water layer with a different temperature difference inside the pipe. As a result, the heat transfer efficiency was lowered and the performance was not satisfactory (for example, see Patent Document 1). In order to increase the heat transfer efficiency, it is necessary to provide fins and stirring means in the pipe (for example, see Patent Document 2).
 更に、地中熱利用ヒートポンプシステムには、大地から熱媒体へのエネルギーの熱伝導における熱抵抗が大きいという問題がある。この問題に対処するために、垂直式熱交換器のパイプを挿入するために掘削した穴をコンクリートで埋め戻した地中熱利用ヒートポンプシステム(例えば引用文献3を参照)が開示された。このシステムは、単位当たりの熱交換量を増加させることはできたが、設置経費を軽減することはできなかった。 Furthermore, the heat pump system using geothermal heat has a problem that the thermal resistance in heat conduction of energy from the ground to the heat medium is large. In order to cope with this problem, a ground heat heat pump system (see, for example, cited document 3) in which a hole excavated for inserting a pipe of a vertical heat exchanger is backfilled with concrete has been disclosed. This system could increase the amount of heat exchange per unit, but it could not reduce the installation costs.
特開2006-220402号公報JP 2006-220402 A 特開2009-287914号公報JP 2009-287914 A 特許第5590365公報Japanese Patent No. 5590365
 本発明は、かかる課題を解決するために考案されたものであって、土壌から熱媒体への伝熱効率を向上して単位管長当たりの熱伝導量の大きい地中熱交換器を提供し、狭い土地でも低価格で設置できる対流型地中熱交換器を提供することを課題とする。
 また、本発明は、装置を小型化して設置経費及び運転経費を低下させた地中熱交換装置を提供することを課題とする。
 更に、本発明は、上記課題を解決するために、設置作業が簡単であって、設置経費が低い地中熱交換装置の設置方法を提供することを課題とする。
The present invention has been devised to solve such a problem, and provides a ground heat exchanger having a large heat conduction amount per unit pipe length by improving the heat transfer efficiency from soil to a heat medium, and is narrow. The objective is to provide a convection type underground heat exchanger that can be installed at low cost even on land.
Moreover, this invention makes it a subject to provide the underground heat exchange apparatus which reduced the installation cost and the operating cost by reducing the apparatus in size.
Furthermore, this invention makes it a subject to provide the installation method of the underground heat exchange apparatus with a simple installation operation and low installation cost in order to solve the said subject.
 本発明は、かかる課題を解決するためになされたものであって、本発明の太管横置傾斜式対流型地中熱交換器は、傾斜され、横置されて地中に埋設された金属製の直管であって、該直管は、両端が長軸と交差する2個の端面で封鎖され、高い方の端面に設けられた上端面の上部と、低い方の端面に設けられた下端面の下部と、のそれぞれに上部熱媒体出入口及び下部熱媒体出入口が設けられ、直管内部の断面積が直径29cmの円の面積以上であり、上端面と下端面との間隔と、直管内部の断面積と同一の面積を有する円の直径と、の比が3:1乃至100:1の範囲であり、上端面と下端面との間隔と、上端面と下端面との高低差と、の比が3:1乃至100:1の範囲であり、直管の周囲にコンクリ-ト層又はモルタル層が設けられたことを特徴とする。 The present invention has been made in order to solve the above-mentioned problems, and the thick tube horizontal inclined convection type underground heat exchanger according to the present invention is a metal that is inclined, horizontally placed, and buried in the ground. This straight pipe is sealed at the two end faces intersecting the major axis at both ends, and is provided on the upper end face provided on the higher end face and on the lower end face. Upper and lower heating medium inlets and lower heating medium inlets and outlets are respectively provided at the lower part of the lower end surface, the cross-sectional area inside the straight pipe is not less than the area of a circle with a diameter of 29 cm, the distance between the upper end surface and the lower end surface, The ratio of the diameter of a circle having the same area as the cross-sectional area inside the tube is in the range of 3: 1 to 100: 1, the distance between the upper end surface and the lower end surface, and the height difference between the upper end surface and the lower end surface And a ratio of 3: 1 to 100: 1, and a concrete layer or a mortar layer was provided around the straight pipe And wherein the door.
 前記直管は、上端面と下端面との間隔と、直管内部の断面積と同一の面積を有する円の直径と、の比が3:1乃至100:1の範囲であることが好ましい。 In the straight pipe, it is preferable that the ratio of the distance between the upper end face and the lower end face and the diameter of a circle having the same area as the cross-sectional area inside the straight pipe is in the range of 3: 1 to 100: 1.
 前記コンクリート層又はモルタル層は、厚さが100mm以上であることが好ましい。
 前記直管は、地表から直管の最下部までの距離が1乃至10mであることができる。
The concrete layer or mortar layer preferably has a thickness of 100 mm or more.
The straight pipe may have a distance of 1 to 10 m from the ground surface to the lowest part of the straight pipe.
 本発明に係る太管横置傾斜式対流型地中熱交換器の設置方法は、穴を掘削する工程と、請求項1乃至3の何れか1項に記載の直管を穴の底部に設置する工程と、穴を所定の深さまでコンクリート又はモルタルで埋め戻してコンクリート層又はモルタル層を設ける工程と、穴を土で埋め戻す工程と、を有することを特徴とする。 The installation method of the horizontal pipe inclination type convection type underground heat exchanger which concerns on this invention is the process which excavates a hole, and installs the straight pipe of any one of Claim 1 thru | or 3 in the bottom part of a hole And a step of refilling the hole with concrete or mortar to a predetermined depth to provide a concrete layer or a mortar layer, and a step of refilling the hole with soil.
 また本発明の太管横置傾斜式対流型地中熱交換装置は、請求項1乃至4の何れか1項に記載の太管横置傾斜式対流型地中熱交換器の1以上と、熱媒体及び該熱媒体を循環させる送液手段と、地中熱交換器と連通され、熱媒体が循環されて熱エネルギーを吸収又は/及び排出して利用する2次側熱交換器と、を備えることができる。 Moreover, the thick pipe horizontal inclination type | mold convection type underground heat exchanger of this invention is 1 or more of the large pipe horizontal inclination type | mold convection type underground heat exchanger of any one of Claims 1 thru | or 4, A heat medium and a liquid feeding means for circulating the heat medium; and a secondary heat exchanger that communicates with the underground heat exchanger and circulates the heat medium to absorb or / and discharge heat energy. Can be provided.
 前記送液手段は、熱媒体を地中熱交換器の上部熱媒体出入口から下部熱媒体出入口方向への送液と、下部熱媒体出入口から上部熱媒体出入口方向への送液と、が切換可能であることが好ましい。 The liquid feeding means is capable of switching between the heat medium flowing from the upper heat medium inlet / outlet of the underground heat exchanger toward the lower heat medium inlet / outlet and the liquid feeding from the lower heat medium inlet / outlet toward the upper heat medium inlet / outlet. It is preferable that
 本発明の太管横置傾斜式対流型地中熱交換器は、上端面と下端面との間隔と高低差との比が3:1乃至100:1の範囲に横置傾斜され、上端面の上部と下端面の下部とに熱媒体出入口を設けて熱媒体を供給/排出することによって、横置傾斜された直管の内部に対流が発生し、熱媒体が撹拌されると共に、直管の管壁と熱媒体が相対速度を持って接するので伝熱効率が増加した。 The large horizontal tube inclined convection type underground heat exchanger according to the present invention is horizontally inclined so that the ratio between the distance between the upper end surface and the lower end surface and the height difference is 3: 1 to 100: 1. By providing / discharging the heat medium by providing a heat medium inlet / outlet at the upper part and the lower part of the lower end surface, convection is generated inside the horizontally inclined straight pipe, and the heat medium is agitated. The heat transfer efficiency increased because the tube wall and the heat medium contacted with relative speed.
 また本発明の太管横置傾斜式対流型地中熱交換器は、直管部分が金属製でその周囲にコンクリート又はモルタル層を埋め戻して土壌と熱媒体との間の空気を排除したので伝熱抵抗が小さく、かつ太管であって広い伝熱面積有するので、高い地中熱交換量を確保することができる。 Moreover, since the straight pipe portion is made of metal and the concrete or mortar layer is backfilled around the straight pipe portion of the present invention, the air between the soil and the heat medium is eliminated. Since the heat transfer resistance is small and it is a thick tube and has a wide heat transfer area, a high amount of underground heat exchange can be ensured.
 本発明の地中熱交換器は横置型であるので、直管の最上部から地表までの穴の深さが1~10mで済むので、垂直型地中熱交換器を設置する場合の設置コストの大部分を占める穴を掘削するための費用を大幅に削減することができる。
 また、高い地中熱交換量を確保することができるので装置を小型化することができ、設置経費と運転経費を削減することができる。
Since the underground heat exchanger of the present invention is a horizontal type, the depth of the hole from the top of the straight pipe to the ground surface is only 1 to 10 m, so the installation cost when installing the vertical type underground heat exchanger The cost for drilling holes that occupy most of the area can be greatly reduced.
Moreover, since a high underground heat exchange amount can be ensured, the apparatus can be reduced in size, and installation costs and operation costs can be reduced.
 本願の一実施例によれば、本願発明の太管横置傾斜式対流型地中熱交換器は、従来の細管水平式地中熱交換器に対し単位長あたり14.4の伝熱量を有する。換言すれば、該実施例の長さ11mの太管横置傾斜式対流型地中熱交換器は、長さ158.4mの冷却管を有する従来の細管水平式地中熱交換器に相当することになる。
 これによって狭い面積の土地にも水平型地中熱交換器を、安価に設けることができると共に、運転コストを軽減することができるという特徴を有する。
According to an embodiment of the present application, the large horizontal tube inclined convection type underground heat exchanger of the present invention has a heat transfer amount of 14.4 per unit length compared to a conventional thin tube horizontal type underground heat exchanger. . In other words, the 11 m long horizontal tube inclined convection type underground heat exchanger of this embodiment corresponds to a conventional thin tube horizontal type underground heat exchanger having a cooling pipe of 158.4 m in length. It will be.
As a result, it is possible to provide a horizontal underground heat exchanger at low cost even on a small area of land, and to reduce the operating cost.
本発明の1実施例による太管横置傾斜式対流型地中熱交換器の長軸に沿った縦断面図である。It is a longitudinal cross-sectional view along the long axis of the thick pipe horizontal inclination type | formula convection type | mold underground heat exchanger by one Example of this invention. 図1のa-aの視断面図である。FIG. 2 is a cross-sectional view taken along the line aa in FIG. 1. 本発明の地中熱交換器により熱媒体が冷却/加熱される場合に生じる対流の模式図である。It is a schematic diagram of the convection which arises when a heat medium is cooled / heated by the underground heat exchanger of this invention. 本発明の地中熱交換器により熱媒体が加熱/冷却される場合に生じる対流の模式図である。It is a schematic diagram of the convection which arises when a heat medium is heated / cooled by the underground heat exchanger of this invention. 本発明の1実施例による太管横置傾斜式対流型地中熱交換器の設置方法を示す工程図である。It is process drawing which shows the installation method of the thick pipe horizontal inclination type | formula convection type | mold underground heat exchanger by one Example of this invention. 本発明の1実施例による太管横置傾斜式対流型地中熱交換装置の構成図である。It is a block diagram of the thick pipe horizontal inclination type | formula convection type | mold underground heat exchange apparatus by one Example of this invention. 本発明の管の内径の異なる地中熱交換器の熱媒体入口及び出口の平均温度のグラフである。It is a graph of the average temperature of the heat-medium inlet and outlet of the underground heat exchanger from which the internal diameter of the pipe | tube of this invention differs. 本発明の内径500mmの地中熱交換器と、従来技術の細管水平式地中熱交換装置との伝熱量と、を比較するグラフである。It is a graph which compares the heat transfer amount of the underground heat exchanger with an internal diameter of 500 mm of this invention, and the thin tube horizontal type underground heat exchanger of a prior art. 内径500mmで長さが11mの太管横置傾斜式対流型地中熱交換器と、内径34mmで長さが11m従来技術の細管水平式地中熱交換装置と、の熱媒体入口温度及び出口温度との平均値を比較した図である。Heat medium inlet temperature and outlet of a horizontal tube inclined convection type underground heat exchanger having an inner diameter of 500 mm and a length of 11 m, and a conventional thin tube horizontal type underground heat exchanger having an inner diameter of 34 mm and a length of 11 m It is the figure which compared the average value with temperature.
 地中熱交換器の伝熱量は伝熱面積に比例するので、伝熱量を増加させるためには伝熱面積を拡大することが基本になる。しかし、垂直型地中熱交換器は、例えば内径34mmの細管を用いるので、充分な伝熱面積を得るためには地下50~150mの深さまで掘削しなければならなかった。
 また、地中熱交換器は、設置費用が高いのが最大の課題であった。そして、垂直型地中熱交換器の設置費用の大部分は、掘削費用が占めていた。
Since the heat transfer amount of the underground heat exchanger is proportional to the heat transfer area, it is fundamental to expand the heat transfer area in order to increase the heat transfer amount. However, since the vertical underground heat exchanger uses, for example, a thin tube with an inner diameter of 34 mm, in order to obtain a sufficient heat transfer area, it has been necessary to excavate to a depth of 50 to 150 m underground.
In addition, the biggest problem with underground heat exchangers is the high installation cost. And most of the installation cost of the vertical underground heat exchanger was occupied by excavation costs.
 発明者は、地中熱交換器の設置価格を低下させるために、伝熱効率が低くて従来はあまり顧みられなかった太管式水平型地中熱交換器に着目した。そして熱交換管を水平からわずかに傾けて横置すると共に、地中熱交換器の材質を金属にし、更に熱交換器の周囲をコンクリートで埋め戻して土壌からの伝熱効率を増加させたところ、意外にも、熱交換器の内部に熱媒体の強力な対流が発生して、熱媒体が撹拌され、また対流による管壁との相対流速が生ずることによって更に熱伝達性が向上し、コンクリート層又はモルタル層及び金属製の管壁を介して、土壌と熱媒体との極めて効果的な熱交換が行われ、地中熱交換器の伝熱量が飛躍的に増大しすることを見出した。 The inventor has paid attention to a large horizontal pipe type heat exchanger, which has been neglected in the past because of low heat transfer efficiency, in order to reduce the installation price of the underground heat exchanger. And when the heat exchange pipe was tilted slightly from the horizontal and placed horizontally, the material of the underground heat exchanger was made of metal, and the surroundings of the heat exchanger were backfilled with concrete to increase the heat transfer efficiency from the soil, Surprisingly, a strong convection of the heat medium is generated inside the heat exchanger, the heat medium is agitated, and a relative flow velocity with the tube wall due to the convection is generated, so that the heat transfer is further improved, and the concrete layer Alternatively, the present inventors have found that extremely effective heat exchange between the soil and the heat medium is performed through the mortar layer and the metal pipe wall, and the heat transfer amount of the underground heat exchanger is dramatically increased.
[地中熱交換器]
 図1は本発明の1実施例による太管横置傾斜式対流型地中熱交換器の長軸に沿った縦断面図であり、図2はその横断面図である。
 図1、2に示すように、本発明の太管横置傾斜式対流型地中熱交換器10は、一端が他端より高くなるように傾斜して横置されて地中に埋設された金属製の直管11と、該直管11の高い方の端面を封鎖する上端面12と、低い方の端面を封鎖する下端面13と、上端面12の上部に設けられた上部熱媒体出入口14と、下端面13の下部に設けられた下部熱媒体出入口15と、直管11の外側を囲むように設けられたコンクリ-ト層又はモルタル層15と、を有する。
[Ground heat exchanger]
FIG. 1 is a longitudinal sectional view taken along the major axis of a horizontally inclined convection type underground heat exchanger according to one embodiment of the present invention, and FIG. 2 is a transverse sectional view thereof.
As shown in FIGS. 1 and 2, the large horizontal tube inclined convection type underground heat exchanger 10 according to the present invention is horizontally inclined and embedded in the ground so that one end is higher than the other end. A straight metal pipe 11, an upper end face 12 that seals the higher end face of the straight pipe 11, a lower end face 13 that closes the lower end face, and an upper heat medium inlet / outlet provided above the upper end face 12 14, a lower heat medium inlet / outlet 15 provided at the lower portion of the lower end surface 13, and a concrete layer or a mortar layer 15 provided so as to surround the outside of the straight pipe 11.
 ここで、直管11に金属を用いる理由は、土壌から熱媒体へのエネルギー伝達の抵抗を減少させるためのものである。用いる金属の種類は、熱伝導率が高く十分な剛性を有するものであれば特に制限されないが、好ましい実例として、鉄、鋼鉄、及びステンレス鋼を挙げることができる。なお、鉄及び鋼鉄は、防錆加工して用いることができる。また、クローズドライン型の地中熱交換器であれば、初期腐食は進行するものの、以後は熱媒体に含まれる酸化成分は消費されるので以後に腐食は進行することがない。
 また、直管11の断面形状は、本発明に用いることができるものであれば特に限定されず、例えば円形、四角形、菱型、楕円型等を含むことができる。具体的には、安価で入手が容易で機械的強度も優れる円管を用いることが好ましい。
Here, the reason for using metal for the straight pipe 11 is to reduce the resistance of energy transfer from the soil to the heat medium. The type of metal to be used is not particularly limited as long as it has high thermal conductivity and sufficient rigidity, but preferable examples include iron, steel, and stainless steel. Iron and steel can be used after being rust-proofed. In the case of a closed line type underground heat exchanger, the initial corrosion proceeds, but thereafter, the oxidizing component contained in the heat medium is consumed, so that the corrosion does not proceed thereafter.
The cross-sectional shape of the straight pipe 11 is not particularly limited as long as it can be used in the present invention, and may include, for example, a circular shape, a square shape, a rhombus shape, an oval shape, or the like. Specifically, it is preferable to use a circular pipe that is inexpensive, easily available, and excellent in mechanical strength.
 更に、従来は、地中熱交換器を土壌、砂、珪砂等で埋め戻していたために、埋め戻した部分から空気を排除することができず、その空気が原因で土壌から熱媒体へのエネルギーの伝達の大きな抵抗になっていた。本発明は、空気が混在するのを防ぐために、コンクリート層又はモルタル層を直管11の周囲に流し込んで埋め戻し固化させて空気を排除することが好ましい。 Furthermore, conventionally, since the underground heat exchanger was backfilled with soil, sand, silica sand, etc., air could not be excluded from the backfilled part, and the energy from the soil to the heat medium was caused by the air. It was a great resistance to transmission. In the present invention, in order to prevent air from being mixed in, it is preferable that a concrete layer or a mortar layer is poured around the straight pipe 11 to be backfilled and solidified to exclude air.
 ここで、太管横置傾斜式対流型地中熱交換器10の直管11は、上端面12と下端面13との高低差Hと、上端面12と下端面13の距離Lと、の比が、1:3~1:100の範囲であることが好ましく、1:5~1:50の範囲であることがより好ましい。前記の比が、1:3未満では、熱媒体の対流が十分に発達せず撹拌効果が不十分になることがあり、1:100を超えると傾斜が少なすぎて熱媒体の対流を発生させることができないことがある。 Here, the straight pipe 11 of the large horizontal tube inclined convection type underground heat exchanger 10 has an elevation difference H between the upper end surface 12 and the lower end surface 13 and a distance L between the upper end surface 12 and the lower end surface 13. The ratio is preferably in the range of 1: 3 to 1: 100, and more preferably in the range of 1: 5 to 1:50. If the ratio is less than 1: 3, the convection of the heat medium may not be sufficiently developed and the stirring effect may be insufficient. If the ratio exceeds 1: 100, the inclination is too small and convection of the heat medium is generated. There are times when you can't.
 また、本発明の直管11は、長軸と直交する面の断面積と同一の面積を有する円(即ち上端面12又は下端面13の面積と同一の面積を有する円)の直径Wと、上端面12と下端面13の距離Lと、の比が1:3乃至1:100の範囲であることが好ましく、1:5~1:50の範囲であることがより好ましい。前記の比が、1:3未満では、対流が十分に発達せず、対流による撹拌効果が不十分になることがあり、1:100を超えると直管11が細くなりすぎて熱媒体20の内部抵抗が大きくなって、充分な強さを有する熱媒体の対流を発生させることができないことがある。 The straight pipe 11 of the present invention has a diameter W of a circle having the same area as the cross-sectional area of the plane orthogonal to the long axis (that is, a circle having the same area as the area of the upper end surface 12 or the lower end surface 13), The ratio of the distance L between the upper end surface 12 and the lower end surface 13 is preferably in the range of 1: 3 to 1: 100, and more preferably in the range of 1: 5 to 1:50. If the ratio is less than 1: 3, convection does not develop sufficiently, and the stirring effect by convection may be insufficient. If it exceeds 1: 100, the straight pipe 11 becomes too thin and the heat medium 20 In some cases, the internal resistance becomes large and convection of a heat medium having sufficient strength cannot be generated.
 更に、本発明は、上端面12及び下端面13の面積と同一の面積を有する円の内径Wが200mm以上であることが好ましく、290mm以上であることがより好ましい。前記円の内径が200mm未満では、熱媒体20の内部抵抗が大きくなって、充分な強さを有する熱媒体の対流を起すことができないことがある。 Furthermore, in the present invention, the inner diameter W of a circle having the same area as the upper end surface 12 and the lower end surface 13 is preferably 200 mm or more, and more preferably 290 mm or more. When the inner diameter of the circle is less than 200 mm, the internal resistance of the heat medium 20 increases, and convection of the heat medium having sufficient strength may not be caused.
 また更に、本発明の、直管11を囲むコンクリート層又はモルタル層は、平均厚さが100mm以上であることが好ましい。コンクリート層又はモルタル層の平均厚さが100mm未満では、土壌と熱媒体12間のエネルギー移動の抵抗が大きすぎて十分なエネルギー移動ができずに、横型横置傾斜太管型1の熱伝導率が低下すると共に、充分な強さを有する熱媒体の対流を惹起することができないことがある。
 また、空気を多く含む軟弱な土壌は熱伝導率が低いので、地中熱交換器を設置する場合はコンクリート層又はモルタル層が厚い方が好ましいが、厚いコンクリート層又はモルタル層を設けるためン位は費用がかかる。最適なコンクリート層又はモルタル層の厚さは、設置場所の状況によって異なる。
Furthermore, it is preferable that the concrete layer or the mortar layer surrounding the straight pipe 11 of the present invention has an average thickness of 100 mm or more. If the average thickness of the concrete layer or the mortar layer is less than 100 mm, the resistance of the energy transfer between the soil and the heat medium 12 is too large, and sufficient energy transfer cannot be performed. And the convection of the heat medium having sufficient strength may not be caused.
In addition, since soft soil containing a lot of air has low thermal conductivity, thicker concrete layers or mortar layers are preferred when installing underground heat exchangers. Is expensive. The optimum concrete or mortar layer thickness depends on the situation of the installation site.
 更にまた、本発明の直11管は、地表から直管の最下部までの距離が1~10mであることができ、より好ましくは、1.5~7mであり、最も好ましい例として2~5mの範囲を挙げることができる。
 地表から直管の最下部までの距離が1m未満では、地中熱交換器の温度安定性及び土壌のエネルギー供与能力が十分でないことがある。また地中熱交換器の性能から見れば、埋める深さは深い方がよいが、深さが10mを越えても掘削費用の増加に見合う地中熱交換器の性能の向上は見られないことがあり、好ましくない。
Furthermore, in the straight 11 pipe of the present invention, the distance from the ground surface to the lowest part of the straight pipe can be 1 to 10 m, more preferably 1.5 to 7 m, and most preferably 2 to 5 m. Can be mentioned.
When the distance from the ground surface to the lowest part of the straight pipe is less than 1 m, the temperature stability of the underground heat exchanger and the energy supply capacity of the soil may not be sufficient. From the viewpoint of the performance of the underground heat exchanger, it is better that the depth of filling is deeper, but even if the depth exceeds 10 m, the improvement of the performance of the underground heat exchanger corresponding to the increase in excavation costs is not seen. Is not preferable.
[対流]
 本発明は、熱交換器の内部に熱媒体の強力な対流を発生させて熱媒体を撹拌し、また対流による管壁との相対流速を生じさせることによって熱伝達性を向上させて地中熱伝熱器の伝熱量を飛躍的に増大させた。
 図3は、本発明の地中熱交換器により熱媒体が冷却される場合に生じる対流の模式図である。
 図3に示すように、本発明の1実施形態によれば、地中熱交換器10の上部熱媒体出入口14から供給された加熱された熱媒体20aは、直管11の上端面12近傍の管壁17aに接触して冷却され、管壁17aに沿った下降流21aとなり、直管11の底部の下向傾斜に沿った下部層流22を生じる。この下部層流22は、管壁17全面の下降流21を合わせて流速及び流量が増大し更に冷却されて下端面13に到達し、その一部が下部熱媒体出入口15から冷却された熱媒体20bとして取り出される。一方、下部層流22の残部は、下端面13に衝突して反転上昇流23となる。該反転上昇流23は、管壁17全面に沿った下降流21に熱媒体を補給するための負圧に吸引されて上部層流24を生じ、これによって安定した対流が形成され、熱媒体20が撹拌される。
[Convection]
The present invention generates a strong convection of the heat medium inside the heat exchanger to stir the heat medium, and generates a relative flow velocity with the tube wall due to the convection to improve heat transfer and The amount of heat transferred from the heat exchanger has been dramatically increased.
FIG. 3 is a schematic diagram of convection that occurs when the heat medium is cooled by the underground heat exchanger of the present invention.
As shown in FIG. 3, according to one embodiment of the present invention, the heated heat medium 20 a supplied from the upper heat medium inlet / outlet 14 of the underground heat exchanger 10 is near the upper end surface 12 of the straight pipe 11. It cools in contact with the tube wall 17a and becomes a downward flow 21a along the tube wall 17a, and a lower laminar flow 22 along the downward slope of the bottom of the straight tube 11 is generated. The lower laminar flow 22 is combined with the downward flow 21 on the entire surface of the tube wall 17 to increase the flow velocity and flow rate, and is further cooled to reach the lower end surface 13, and a part of the heat flow is cooled from the lower heat medium inlet / outlet 15. It is taken out as 20b. On the other hand, the remaining portion of the lower laminar flow 22 collides with the lower end surface 13 and becomes an inverted upward flow 23. The reverse upward flow 23 is sucked by the negative pressure for replenishing the heat medium to the downward flow 21 along the entire surface of the tube wall 17 to generate an upper laminar flow 24, thereby forming a stable convection and the heat medium 20. Is stirred.
 このような対流が生じていることは、地中熱交換器10の運転中は、直管の表面温度が上部熱媒体出入口14付近、中央部、及び下部熱媒体出入口15のいずれもほとんど差がないが、運転を停止すると上部熱媒体出入口14付近の温度が上昇し、下部熱媒体出入口15の温度が低下することによって確認された。 The occurrence of such convection is that during the operation of the underground heat exchanger 10, the surface temperature of the straight pipe is almost the same in all of the vicinity of the upper heat medium inlet / outlet 14, the central part, and the lower heat medium inlet / outlet 15. However, it was confirmed that when the operation was stopped, the temperature in the vicinity of the upper heat medium inlet / outlet 14 increased and the temperature in the lower heat medium inlet / outlet 15 decreased.
 図4は、本発明の地中熱交換器により熱媒体が加熱される場合に生じる対流の推定図である。
 図4に示すように、本発明の他の実施形態によれば、地中熱交換器10の下部熱媒体出入口15から供給された冷却された熱媒体20bは、直管11の下端面13近傍の管壁17bに接触して加熱され、管壁17bに沿った上昇流25bとなり、直管11の頂部の上向傾斜に沿った上部層流24を生じる。この上部層流24は、管壁17全体の上昇流25を合わせて流速及び流量が増大し更に加熱されて上端面12に到達し、その一部が上部熱媒体出入口14から加熱された熱媒体20aとして取り出される。一方、上部層流24の残部は、上端面12に衝突して反転下降流26となり、該反転下降流26が管壁17全体に沿った上昇流25に熱媒体20を補給するための負圧に吸引されて下部層流22が生じ、これによって安定した対流が形成され、熱媒体20が撹拌される。
FIG. 4 is an estimation diagram of convection that occurs when the heat medium is heated by the underground heat exchanger of the present invention.
As shown in FIG. 4, according to another embodiment of the present invention, the cooled heat medium 20 b supplied from the lower heat medium inlet / outlet 15 of the underground heat exchanger 10 is near the lower end surface 13 of the straight pipe 11. The tube wall 17b is heated in contact with the tube wall 17b and becomes an upward flow 25b along the tube wall 17b, resulting in an upper laminar flow 24 along the upward slope of the top of the straight tube 11. The upper laminar flow 24 is combined with the upward flow 25 of the entire tube wall 17 to increase the flow velocity and flow rate, and is further heated to reach the upper end surface 12, and a part of the heat flow is heated from the upper heat medium inlet / outlet 14. It is taken out as 20a. On the other hand, the remaining portion of the upper laminar flow 24 collides with the upper end surface 12 to become a reverse descending flow 26, and the reverse descending flow 26 is a negative pressure for supplying the heat medium 20 to the upward flow 25 along the entire tube wall 17. And the lower laminar flow 22 is generated, thereby forming a stable convection and stirring the heat medium 20.
 対流を発生させる主な起動力は、熱媒体20を冷却する場合は、直管11の傾斜に沿って下端面13方向へ向かう下部層流22であり、熱媒体20をする場合は、直管11の傾斜に沿って上端面12方向へ向かう上部層流であると推定される。
 なお、図3に示す熱媒体を冷却/加熱する場合は、上部熱媒体出入口から加熱された熱媒体を供給し下部熱媒体出入口から冷却された熱媒体を取り出し、図4に示す熱媒体を加熱/冷却する場合は、下部熱媒体出入口から冷却された熱媒体を供給し上部熱媒体出入口から加熱された熱媒体を取り出す例を示した。しかし、地中熱交換器10に熱媒体を供給及び取り出す方向は、上記の例に限定されるものではない。
The main starting force that generates convection is the lower laminar flow 22 toward the lower end surface 13 along the inclination of the straight pipe 11 when the heat medium 20 is cooled, and the straight pipe when the heat medium 20 is used. It is estimated that the upper laminar flow is directed toward the upper end surface 12 along the inclination of 11.
In the case of cooling / heating the heat medium shown in FIG. 3, the heated heat medium is supplied from the upper heat medium inlet / outlet, the cooled heat medium is taken out from the lower heat medium inlet / outlet, and the heat medium shown in FIG. 4 is heated. In the case of cooling / cooling, an example is shown in which the cooled heat medium is supplied from the lower heat medium inlet / outlet and the heated heat medium is taken out from the upper heat medium inlet / outlet. However, the direction in which the heat medium is supplied to and extracted from the underground heat exchanger 10 is not limited to the above example.
[設置方法]
 図5は、本発明の太管横置傾斜式対流型地中熱交換器の設置方法を示す工程図である。
 図5に示すように、本発明の太管横置傾斜式対流型地中熱交換器の設置方法は、第1工程として穴を掘削する工程を有する。ここで、なお、第2工程に入る前に、コンクリート又はモルタルで土台を設けることができる。
[Installation method]
FIG. 5 is a process diagram showing a method for installing the horizontal inclined convection type underground heat exchanger of the present invention.
As shown in FIG. 5, the method for installing the large horizontal tube inclined convection type underground heat exchanger of the present invention includes a step of excavating a hole as a first step. Here, the foundation can be provided with concrete or mortar before entering the second step.
 次いで、第2工程として、地中熱交換器の本体部分である直管を、上端面と下端面との距離と高低差との比が3:1乃至100:1となる傾斜をつけて設置する。なお、第1工程において、あらかじめ所定の傾斜をつけた穴を掘ることができる。
 直管は、上端面と下端面との間隔と、長軸と直交する面の断面積と同一の面積を有する円の内径と、の比が3:1乃至100:1の範囲であることができる。また、前記直管は、前記円の内径が、200mm以上であることができる。
Next, as a second step, the straight pipe, which is the main part of the underground heat exchanger, is installed with an inclination in which the ratio between the distance between the upper end surface and the lower end surface and the height difference is 3: 1 to 100: 1. To do. In the first step, a hole with a predetermined slope can be dug in advance.
In the straight pipe, the ratio of the distance between the upper end surface and the lower end surface and the inner diameter of a circle having the same area as the cross-sectional area of the surface orthogonal to the long axis may be in the range of 3: 1 to 100: 1. it can. The straight pipe may have an inner diameter of the circle of 200 mm or more.
 次いで、第3工程として、前記直管を設置した穴を、空気が入り込まないように注意しながら、コンクリート層又はモルタルで埋め戻してコンクリート層又はモルタル層を形成する。コンクリート層又はモルタル層は、平均厚さが100mm以上であることが好ましい。
 次いで、第4工程として、前記穴を土で埋め戻して本発明の地中熱交換器が完成する。
 本発明の地中熱交換器の設置方法は、地中熱交換器の本体部分と土壌の部分との間に空気を排除するために、穴を所定の深さまでコンクリート層又はモルタルで埋め戻すことを特徴とする。
Next, as a third step, the hole in which the straight pipe is installed is backfilled with a concrete layer or mortar to form a concrete layer or mortar layer, taking care not to allow air to enter. The concrete layer or the mortar layer preferably has an average thickness of 100 mm or more.
Next, as a fourth step, the hole is backfilled with soil to complete the underground heat exchanger of the present invention.
The ground heat exchanger installation method of the present invention is to backfill the hole with a concrete layer or mortar to a predetermined depth in order to exclude air between the main body portion of the ground heat exchanger and the soil portion. It is characterized by.
[地中熱交換装置]
 図6は、本発明の1実施例による太管横置傾斜式対流型地中熱交換装置の構成図である。
 図6に示すように、本発明の太管横置傾斜式対流型地中熱交換装置1は、1以上の太管横置傾斜式対流型地中熱交換器10と、2次側熱交換器30と、送液手段40と、を有し、作用機50にエネルギーを供給する。
 本発明の太管横置傾斜式対流型地中熱交換装置1は、地中熱交換器10の上部熱媒体出入口14及び下部熱媒体出入口15それぞれと、2次側熱交換器30の熱媒体出入口32、33とが送液管33で連通され、該熱媒配管33上に送液手段40が設けられたクローズドライン型の地中熱利用ヒートポンプ装置であることが好ましい。
[Ground heat exchanger]
FIG. 6 is a configuration diagram of a large horizontal tube inclined convection type underground heat exchanger according to an embodiment of the present invention.
As shown in FIG. 6, the large horizontal tube inclined convection type underground heat exchanger 1 of the present invention includes one or more large horizontal tube inclined convection type underground heat exchangers 10 and a secondary side heat exchange. The container 30 and the liquid feeding means 40 are provided to supply energy to the working machine 50.
The laterally inclined convection type underground heat exchange device 1 of the present invention includes an upper heat medium inlet / outlet 14 and a lower heat medium inlet / outlet 15 of the underground heat exchanger 10 and a heat medium of the secondary heat exchanger 30. It is preferable that the inlet / outlet ports 32, 33 are in communication with a liquid supply pipe 33, and a closed-line geothermal heat pump device in which the liquid supply means 40 is provided on the heat medium pipe 33.
 また、本発明の送液手段40は、熱媒体を地中熱交換器10の上部熱媒体出入口14から下部熱媒体出入口15方向への送液と、下部熱媒体出入口15から上部熱媒体出入口14方向への送液と、が切換可能であることが好ましい。
 また、本発明の送液手段40は、下部熱媒体出入口15のみから、又は上部熱媒体出入口14方向のみから送液することができる。
Further, the liquid feeding means 40 of the present invention feeds the heat medium from the upper heat medium inlet / outlet 14 to the lower heat medium inlet / outlet 15 of the underground heat exchanger 10 and from the lower heat medium inlet / outlet 15 to the upper heat medium inlet / outlet 14. It is preferable that the liquid feeding in the direction can be switched.
Further, the liquid feeding means 40 of the present invention can feed liquid from only the lower heat medium inlet / outlet 15 or only from the direction of the upper heat medium inlet / outlet 14.
 更に本発明の太管横置傾斜式対流型地中熱交換装置1は、2以上の太管横置傾斜式対流型地中熱交換器10を備えることができる。太管横置傾斜式対流型地中熱交換器10は、それぞれの熱交換器の上部熱媒体出入口14それぞれと、下部熱媒体出入口15それぞれと、が連通されて並列に設置されることができる。
 また、2以上の太管横置傾斜式対流型地中熱交換器10は、それぞれの前記太管横置傾斜式対流型地中熱交換器10の上部熱媒体出入口14と、隣接する太管横置傾斜式対流型地中熱交換器10の下部熱媒体出入口15とが直列一路に連通されることができる。
Furthermore, the large horizontal tube inclined convection type underground heat exchanger 1 of the present invention can include two or more large horizontal tube inclined convection type underground heat exchangers 10. The large horizontal tube inclined convection type underground heat exchanger 10 can be installed in parallel with each of the upper heat medium inlet / outlet 14 and the lower heat medium inlet / outlet 15 of each heat exchanger communicating with each other. .
Further, the two or more thick pipe horizontal inclined convection type underground heat exchangers 10 are respectively connected to the upper heat medium inlet / outlet port 14 of each of the thick pipe horizontal inclined convection type underground heat exchangers 10 and the adjacent large pipes. The lower heating medium inlet / outlet port 15 of the horizontally inclined convection type underground heat exchanger 10 can be communicated with one line in series.
(実施例1)
 内径500mm長さ11mの鋼管の両端に、上端面12及び下端面13を取り付けて封鎖し、上端面12の最上部及び下端面13の最下部それぞれに上部熱媒体出入口14及び下部熱媒体出入口15を突設して内径500mmの直管11を製造した。
 次いで、地面に幅1300mm、長さ12m、深さ1700mmの穴を掘削し、穴の底部に厚さ100mmの生コンクリートを流し込み固化させた。次いで穴の中に、前記内径500mmの直管11を上端面12が下端面13より250mm高くなるよう傾斜させて設置した。
 次いで、生コンクリートを、地表から650mmまで、気泡が入らないように流し込み、固化させた後、穴の残部を土で埋め戻して実施例1の地中熱交換器10を製造した。
Example 1
An upper end surface 12 and a lower end surface 13 are attached to and sealed at both ends of a steel pipe having an inner diameter of 500 mm and a length of 11 m, and an upper heat medium inlet / outlet 14 and a lower heat medium inlet / outlet 15 are respectively connected to the uppermost portion of the upper end surface 12 and the lowermost portion of the lower end surface 13. The straight pipe 11 having an inner diameter of 500 mm was manufactured.
Next, a hole having a width of 1300 mm, a length of 12 m, and a depth of 1700 mm was excavated on the ground, and 100 mm thick concrete was poured into the bottom of the hole and solidified. Next, the straight pipe 11 having an inner diameter of 500 mm was installed in the hole so that the upper end face 12 was higher than the lower end face 13 by 250 mm.
Next, the ready-mixed concrete was poured from the ground surface to 650 mm so that bubbles would not enter and solidified, and then the remainder of the hole was backfilled with soil to produce the underground heat exchanger 10 of Example 1.
(実施例2)
 内径290mm、長さ11mの鋼管の両端に上端面12及び下端面13を取り付けて封鎖し、上端面12の最上部及び下端面13の最下部それぞれに、上部熱媒体出入口14及び下部熱媒体出入口15を突設した内径290mmの直管11を製造した。
 次いで、地面に幅1100mm、長さ12m、深さ1700mmの穴を掘削し、穴の底に厚さ100mmの生コンクリートを流し込み固化させた。次いで穴の中に前記内径290mmの直管11を、上端面12が下端面13より250mm高くなるように傾斜させて設置した。
 次いで、生コンクリートを、地表から670mmまで、気泡が入らないように注意して流し込み、固化させた後、残りの穴を土で埋め戻して実施例2の地中熱交換器10を製造した。
(Example 2)
An upper end surface 12 and a lower end surface 13 are attached and sealed at both ends of a steel pipe having an inner diameter of 290 mm and a length of 11 m, and an upper heat medium inlet / outlet 14 and a lower heat medium inlet / outlet are respectively provided at the uppermost portion of the upper end surface 12 and the lowermost portion of the lower end surface 13. A straight tube 11 having an inner diameter of 290 mm and projecting 15 was manufactured.
Next, a hole having a width of 1100 mm, a length of 12 m, and a depth of 1700 mm was excavated on the ground, and 100 mm thick ready-mixed concrete was poured into the bottom of the hole and solidified. Next, the straight pipe 11 having an inner diameter of 290 mm was installed in the hole so that the upper end surface 12 was higher than the lower end surface 13 by 250 mm.
Next, the ready-mixed concrete was poured from the ground surface to 670 mm with care so that bubbles do not enter and solidified, and then the remaining holes were backfilled with soil to produce the underground heat exchanger 10 of Example 2.
(実施例3)
 内径200mm、長さ11mの鋼管の両端に上端面12及び下端面13を取り付けて封鎖し、上端面12の最上部及び下端面13の最下部それぞれに、上部熱媒体入出口14及び下部熱媒体出入口15を突設した内径200mmの直管11を製造した。
 次いで、地面に、幅1000mm、長さ12m、深さ1700mmの穴を掘削し、穴の底に厚さ100mmの生コンクリートを流し込み固化させた。穴の中に前記内径200mmの直管11を上端面12が下端面13より250mm高くなるように傾斜させて設置した。
 次いで、生コンクリートを、地表から680mmまで、気泡が入らないように注意して流し込み、固化させた後、残りの穴を土で埋め戻して実施例3の地中熱交換器10を製造した。
(Example 3)
An upper end surface 12 and a lower end surface 13 are attached and sealed at both ends of a steel pipe having an inner diameter of 200 mm and a length of 11 m, and an upper heat medium inlet / outlet 14 and a lower heat medium are respectively provided at the uppermost portion of the upper end surface 12 and the lowermost portion of the lower end surface 13. A straight pipe 11 having an inner diameter of 200 mm and having an inlet / outlet 15 protruding therefrom was manufactured.
Next, a hole having a width of 1000 mm, a length of 12 m, and a depth of 1700 mm was excavated on the ground, and 100 mm thick raw concrete was poured into the bottom of the hole to be solidified. The straight pipe 11 having an inner diameter of 200 mm was installed in the hole so that the upper end surface 12 was higher than the lower end surface 13 by 250 mm.
Next, the ready-mixed concrete was poured from the ground surface to 680 mm with care so that bubbles do not enter and solidified, and then the remaining holes were backfilled with soil to produce the underground heat exchanger 10 of Example 3.
(比較例1)
 内径68mm、長さ11mの鋼管の両端に上端面12及び下端面13を取り付けて封鎖し、上端面12の最上部及び下端面13の最下部それぞれに、上部熱媒体出入口14及び下部熱媒体出入口15を突設して内径68mmの直管11を製造した。
 次いで、地面に、幅900mm、長さ12m、深さ1700mmの穴を掘削し、穴の底に厚さ100mmの生コンクリートを流し込み固化させた。穴の中にて前記内径64mmの直管11を上端面12が下端面13より250mm高くなるように傾斜させて設置した。
 次いで、生コンクリートを、地表から1.2mまで、気泡が入らないように注意して流し込み、固化させた後、残りの穴を土で埋め戻して比較例2の地中熱交換器10を製造した。
(Comparative Example 1)
An upper end surface 12 and a lower end surface 13 are attached and sealed to both ends of a steel pipe having an inner diameter of 68 mm and a length of 11 m, and an upper heat medium inlet / outlet 14 and a lower heat medium inlet / outlet are respectively provided at the uppermost portion of the upper end surface 12 and the lowermost portion of the lower end surface 13. The straight pipe 11 having an inner diameter of 68 mm was manufactured by projecting 15.
Next, a hole having a width of 900 mm, a length of 12 m, and a depth of 1700 mm was excavated on the ground, and 100 mm thick ready-mixed concrete was poured into the bottom of the hole and solidified. In the hole, the straight pipe 11 having an inner diameter of 64 mm was installed so as to be inclined so that the upper end surface 12 was higher than the lower end surface 13 by 250 mm.
Next, after pouring the ready-mixed concrete up to 1.2 m from the ground surface with care so as not to enter air bubbles and solidifying it, the remaining holes were backfilled with soil to produce the underground heat exchanger 10 of Comparative Example 2. did.
(比較例2)
 比較例1と同様に、但し内径34mm、長さ11mの鋼管を用いて比較例3の地中熱交換器10を製造した。
(比較例3)
 地面に、幅4.0m、長さ11m深さ1.7mの穴を掘削し、底に厚さ100mmの生コンクリートを流し込み固化させた。その上に、長さ30m、内径34mm、管壁の厚さ1mmの鋼管を「己」字型に4か所で折り曲げ、管同士の間隔及び管と穴の土壁との間隔が各々1.0mとなるように設置し、両端に熱媒体出入口を取り付け、その上から生コンクリートとを地表から1.2mまで、気泡が入らないように注意して流し込み、固化させた後、残りの穴を土で埋め戻して比較例1例1の地中熱交換器を製造した。
(Comparative Example 2)
As in Comparative Example 1, the underground heat exchanger 10 of Comparative Example 3 was manufactured using a steel pipe having an inner diameter of 34 mm and a length of 11 m.
(Comparative Example 3)
A hole having a width of 4.0 m, a length of 11 m, and a depth of 1.7 m was excavated on the ground, and 100 mm thick ready-mixed concrete was poured into the bottom and solidified. Further, a steel pipe having a length of 30 m, an inner diameter of 34 mm, and a pipe wall thickness of 1 mm is bent into “self” shape at four locations, and the interval between the tubes and the interval between the tube and the earth wall of the hole are 1. Install it at 0 m, install heat medium entrances at both ends, and pouring the ready-mixed concrete from above to 1.2 m from the ground with care not to allow air bubbles to enter, solidify the remaining holes The ground heat exchanger of Comparative Example 1 Example 1 was manufactured by backfilling with soil.
[試験例]
(試験方法)
 図6に示す太管横置傾斜式対流型地中熱交換装置を用いて、但し、2次熱交換器30として水槽を用い、作用機50としては3KW電熱ヒーターを用いて、送液手段40で毎分30Lの水を送液して図3に示すような熱媒体の冷却試験を行い、上部熱媒体出入口14及び下部熱媒体出入口15を通過する循環水温度を測定した。
[Test example]
(Test method)
The thick pipe horizontal inclination type convection type underground heat exchange apparatus shown in FIG. 6 is used, except that a water tank is used as the secondary heat exchanger 30 and a 3 KW electric heater is used as the working machine 50, and the liquid feeding means 40 is used. Then, 30 L of water was fed every minute, and the cooling test of the heat medium as shown in FIG. 3 was performed, and the circulating water temperature passing through the upper heat medium inlet / outlet 14 and the lower heat medium inlet / outlet 15 was measured.
(試験例1)管径に関して
 実施例1~3及び比較例1、2の地中熱交換器を用いて、2次熱交換器30の冷却試験を行い、上部熱媒体出入口14及び下部熱媒体出入口15を通過する循環水温度を測定した。表1に出口と入り口の平均値を示し、図7にそのグラフを示す。
Figure JPOXMLDOC01-appb-T000001
(Test Example 1) Regarding the pipe diameter Using the underground heat exchangers of Examples 1 to 3 and Comparative Examples 1 and 2, a cooling test of the secondary heat exchanger 30 was performed, and the upper heat medium inlet / outlet 14 and the lower heat medium The temperature of circulating water passing through the entrance / exit 15 was measured. Table 1 shows the average values of the outlet and the entrance, and FIG. 7 shows the graph.
Figure JPOXMLDOC01-appb-T000001
 図7に示すように、実施例1の内径500mmの地中熱交換器を用いる地中熱交換装置及び実施例2の内径290mmの地中熱交換器を用いる地中熱交換装置は、非常に大きな熱交換量を示し、12時間後における平均循環水温は、実施例1が6.8℃であり、実施例1は12.2℃であり、共に充分な冷却力を示した。
 実施例3は、12時間後における平均循環水温39.3℃であったが、本試験例の3KW電熱ヒーターより小さな負荷には使用可能であると判断した。
 内径68mmの地中熱交換器を用いる比較例1及び内径34mmの地中熱交換器を用いる地中熱交換器を用いる比較例2は、熱交換量が不足した。
As shown in FIG. 7, the underground heat exchanger using the underground heat exchanger having an inner diameter of 500 mm according to the first embodiment and the underground heat exchanger using the underground heat exchanger having an inner diameter of 290 mm according to the second embodiment are very A large amount of heat exchange was shown, and the average circulating water temperature after 12 hours was 6.8 ° C. in Example 1 and 12.2 ° C. in Example 1. Both showed sufficient cooling power.
In Example 3, the average circulating water temperature after 3 hours was 39.3 ° C., but it was judged that it could be used for a load smaller than the 3 KW electric heater of this test example.
Comparative Example 1 using an underground heat exchanger having an inner diameter of 68 mm and Comparative Example 2 using an underground heat exchanger using an underground heat exchanger having an inner diameter of 34 mm lacked the amount of heat exchange.
(試験例2)内径500mmの太管横置傾斜式対流型地中熱交換器(実施例1)と従来の内径34mmの細管式水平型地中熱交換器(比較例3)との比較
 図6に示す太管横置傾斜式対流型地中熱交換装置を用いて、実施例1の内径500mmで長さが11mの地中熱交換器を用いる地中熱交換装置と、比較例3の内径34mmで長さが30m従来技術の細管水平式地中熱交換装置と、を比較した。
 実施例1及び比較例3の熱媒体入口温度及び出口温度の実測値、及びそれ等の上昇温度を表2に示し、そのグラフを図8に示す。
Figure JPOXMLDOC01-appb-T000002
(Test example 2) Comparison between a thick tube horizontal inclined convection type underground heat exchanger (Example 1) having an inner diameter of 500 mm and a conventional thin tube type horizontal underground heat exchanger (Comparative Example 3) having an inner diameter of 34 mm The underground heat exchange apparatus using the underground heat exchanger having the inner diameter of 500 mm and the length of 11 m of Example 1 and the comparative example 3 of the thick tube horizontal inclined convection type underground heat exchange apparatus shown in FIG. Comparison was made with a prior art thin tube horizontal underground heat exchanger with an inner diameter of 34 mm and a length of 30 m.
The measured values of the heat medium inlet temperature and the outlet temperature of Example 1 and Comparative Example 3 and their rising temperatures are shown in Table 2, and the graph is shown in FIG.
Figure JPOXMLDOC01-appb-T000002
 表2及び図8に示すように、実施例1の内径500mmの地中熱交換器は、従来技術の細管水平式地中熱交換器よりはるかに優れた熱交換能力を示した。しかし、比較例3の従来技術の細管水平式地中熱交換器は、3KW電熱ヒーターに対して冷却能力が不十分であった。 As shown in Table 2 and FIG. 8, the underground heat exchanger with an inner diameter of 500 mm of Example 1 showed a heat exchange capability far superior to the conventional thin tube horizontal underground heat exchanger. However, the conventional horizontal tube horizontal heat exchanger of Comparative Example 3 has insufficient cooling capacity with respect to the 3 KW electric heater.
(試験例3)
 図9は内径500mmで長さが11mの太管横置傾斜式対流型地中熱交換器と、比較例2の内径34mmで長さが11m従来技術の細管水平式地中熱交換装置と、の熱媒体入口温度及び出口温度との平均値を比較したグラフである。
 図9に示すように、起動後8時間の時点を基に計算すると、実施例1の温度上昇値は5.60℃であり、比較例1の温度上昇値80.68℃であり、実施例1と比較例1の地中熱交換器の管長は同一であるから、実施例1の単位管長当たりの伝熱量は、比較例1の伝熱量の、14.4倍となる。単純化した比例計算を行えば、実施例1の長さが11mの地中熱交換器は、158.4メ-トルの長さを有する内径34mmの地中熱交換器に相当することになる。
 本発明の太管横置傾斜式対流型地中熱交換器を用いれば、狭い土地にも水平型地中熱交換装置の設置が可能になる。
(Test Example 3)
FIG. 9 shows a thick tube horizontal inclined convection type underground heat exchanger having an inner diameter of 500 mm and a length of 11 m, and a conventional narrow tube horizontal underground heat exchanger of Comparative Example 2 having an inner diameter of 34 mm and a length of 11 m, It is the graph which compared the average value with the heat-medium inlet temperature of this, and outlet temperature.
As shown in FIG. 9, the temperature rise value of Example 1 is 5.60 ° C. and the temperature rise value of Comparative Example 1 is 80.68 ° C. Since the tube lengths of the underground heat exchanger 1 and Comparative Example 1 are the same, the heat transfer amount per unit tube length of Example 1 is 14.4 times the heat transfer amount of Comparative Example 1. If a simplified proportional calculation is performed, the underground heat exchanger having a length of 11 m in Example 1 corresponds to a underground heat exchanger having an inner diameter of 34 mm and a length of 158.4 meters. .
If the large horizontal tube inclined convection type underground heat exchanger of the present invention is used, it is possible to install a horizontal underground heat exchanger even in a narrow land.
 以上、本発明に関する好ましい実施形態を説明したが、本発明は前記実施形態に限定されず、本発明の属する技術範囲を逸脱しない範囲での全ての変更が含まれる。 As mentioned above, although preferred embodiment regarding this invention was described, this invention is not limited to the said embodiment, All the changes in the range which does not deviate from the technical scope to which this invention belongs are included.
    1   太管横置傾斜式対流型地中熱交換装置
   10   太管横置傾斜式対流型地中熱交換装置
   11   直管
   12   上端面
   13   下端面
   14   上部熱媒体出入口
   15   上部熱媒体出入口
   16   コンクリート層又はモルタル層
   17   管壁
   18   土壌
   20   熱媒体
   21   下降流
   22   下部層流
   23   反転上昇流
   24   上部層流
   25   上昇流
   26   反転下降流
   30   2次熱交換器
   31、32   2次熱交換器出入口
   33   送液管
   40   送液手段
   50   作用機
DESCRIPTION OF SYMBOLS 1 Thick pipe horizontal inclination type convection type underground heat exchanger 10 Thick pipe horizontal inclination type convection type underground heat exchange apparatus 11 Straight pipe 12 Upper end surface 13 Lower end surface 14 Upper heat-medium inlet / outlet 15 Upper heat-medium inlet / outlet 16 Concrete layer Or mortar layer 17 Pipe wall 18 Soil 20 Heat medium 21 Downflow 22 Lower laminar flow 23 Reversed upflow 24 Upper laminar flow 25 Upflow 26 Reversed downflow 30 Secondary heat exchanger 31, 32 Secondary heat exchanger inlet / outlet 33 Feeding Liquid tube 40 Liquid feeding means 50 Working machine

Claims (6)

  1.  傾斜され、横置されて地中に埋設された金属製の直管であって、
     前記直管は、両端が長軸と交差する2個の端面で封鎖され、
     高い方の端面に設けられた上端面の上部と、低い方の端面に設けられた下端面の下部と、のそれぞれに上部熱媒体出入口及び下部熱媒体出入口が設けられ、
     前記直管内部の断面積が前記直管内部の断面積が直径29cmの円の面積以上であり、
     上端面と下端面との間隔と、前記直管内部の断面積と同一の面積を有する円の直径と、の比が3:1乃至100:1の範囲であり、
     前記上端面と下端面との間隔と、前記上端面と下端面との高低差と、の比が3:1乃至100:1の範囲であり、
     前記直管の周囲にコンクリ-ト層又はモルタル層が設けられたことを特徴とする太管横置傾斜式対流型地中熱交換器。
    A metal straight pipe that is tilted, placed horizontally, and buried in the ground,
    The straight pipe is sealed with two end faces whose both ends intersect the long axis,
    An upper heat medium inlet / outlet and a lower heat medium inlet / outlet are provided on each of an upper part of an upper end face provided on the higher end face and a lower part of a lower end face provided on the lower end face,
    The cross-sectional area inside the straight pipe is equal to or greater than the area of a circle having a diameter of 29 cm, the cross-sectional area inside the straight pipe;
    The ratio of the distance between the upper end surface and the lower end surface and the diameter of a circle having the same area as the cross-sectional area inside the straight pipe is in the range of 3: 1 to 100: 1,
    The ratio between the distance between the upper end surface and the lower end surface and the height difference between the upper end surface and the lower end surface is in the range of 3: 1 to 100: 1;
    A thick pipe horizontal inclined convection type underground heat exchanger, wherein a concrete layer or a mortar layer is provided around the straight pipe.
  2.  前記コンクリート層又はモルタル層は、厚さが100mm以上であることを特徴とする請求項1に記載の太管横置傾斜式対流型地中熱交換器。 The thick pipe horizontal inclined convection type underground heat exchanger according to claim 1, wherein the concrete layer or the mortar layer has a thickness of 100 mm or more.
  3.  前記直管は、地表から直管の最下部までの距離が1乃至10mであることを特徴とする請求項1又は2に記載の太管横置傾斜式対流型地中熱交換器。 3. The large horizontal pipe inclined convection type underground heat exchanger according to claim 1 or 2, wherein the straight pipe has a distance of 1 to 10 m from the ground surface to the lowest part of the straight pipe.
  4.  穴を掘削する工程と、
     請求項1乃至3の何れか1項に記載の直管を前記穴の底部に設置する工程と、
     前記穴を所定の深さまでコンクリート又はモルタルで埋め戻してコンクリート層又はモルタル層を設ける工程と、
     穴を土で埋め戻す工程と、
     を有することを特徴とする太管横置傾斜式対流型地中熱交換器の設置方法。
    Drilling holes,
    Installing the straight pipe according to any one of claims 1 to 3 at the bottom of the hole;
    Refilling the hole with concrete or mortar to a predetermined depth to provide a concrete layer or mortar layer;
    The process of filling the hole back with soil,
    The installation method of the horizontal pipe inclined type convection type underground heat exchanger characterized by having.
  5.  請求項1乃至3の何れか1項に記載の太管横置傾斜式対流型地中熱交換器の1以上と、
     熱媒体及び該熱媒体を循環させる送液手段と、
     前記地中熱交換器と連通され、前記熱媒体が循環されて熱エネルギーを吸収又は/及び排出して利用する2次側熱交換器と、
     を備えることを特徴とする太管横置傾斜式対流型地中熱交換装置。
    One or more of the large horizontal tube inclined convection type underground heat exchanger according to any one of claims 1 to 3,
    A heat medium and liquid feeding means for circulating the heat medium;
    A secondary side heat exchanger that communicates with the underground heat exchanger and that circulates the heat medium and absorbs and / or exhausts heat energy;
    A thick pipe horizontal inclined convection type underground heat exchange device comprising:
  6.  前記送液手段は、前記熱媒体を前記地中熱交換器の上部熱媒体出入口から下部熱媒体出入口方向への送液と、下部熱媒体出入口から上部熱媒体出入口方向への送液と、が切換可能であることを特徴とする請求項5に記載の太管横置傾斜式対流型地中熱交換装置。 The liquid feeding means feeds the heat medium from the upper heat medium inlet / outlet of the underground heat exchanger toward the lower heat medium inlet / outlet and the liquid feeding from the lower heat medium inlet / outlet toward the upper heat medium inlet / outlet. The thick tube horizontal inclined convection type underground heat exchange device according to claim 5, which is switchable.
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