JP4606312B2 - Underground heat exchanger - Google Patents

Underground heat exchanger Download PDF

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JP4606312B2
JP4606312B2 JP2005336737A JP2005336737A JP4606312B2 JP 4606312 B2 JP4606312 B2 JP 4606312B2 JP 2005336737 A JP2005336737 A JP 2005336737A JP 2005336737 A JP2005336737 A JP 2005336737A JP 4606312 B2 JP4606312 B2 JP 4606312B2
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pipe
heat exchanger
heat
tube
underground
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JP2007139370A (en
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健 荻原
巧 松本
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Mitsui Engineering and Shipbuilding Co Ltd
Mitsui E&S Holdings Co Ltd
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Mitsui Engineering and Shipbuilding Co Ltd
Mitsui E&S Holdings Co Ltd
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    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F24—HEATING; RANGES; VENTILATING
    • F24T—GEOTHERMAL COLLECTORS; GEOTHERMAL SYSTEMS
    • F24T10/00—Geothermal collectors
    • F24T10/10—Geothermal collectors with circulation of working fluids through underground channels, the working fluids not coming into direct contact with the ground
    • F24T10/13—Geothermal collectors with circulation of working fluids through underground channels, the working fluids not coming into direct contact with the ground using tube assemblies suitable for insertion into boreholes in the ground, e.g. geothermal probes
    • F24T10/17—Geothermal collectors with circulation of working fluids through underground channels, the working fluids not coming into direct contact with the ground using tube assemblies suitable for insertion into boreholes in the ground, e.g. geothermal probes using tubes closed at one end, i.e. return-type tubes
    • Y—GENERAL 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
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00—Energy generation through renewable energy sources
    • Y02E10/10—Geothermal energy

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Sustainable Development (AREA)
  • Sustainable Energy (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Heat-Exchange Devices With Radiators And Conduit Assemblies (AREA)

Description

本発明は、地中熱の採取中に地中熱をロスしないようにした地中熱交換器に関するものである。   The present invention relates to a geothermal heat exchanger in which geothermal heat is not lost during collection of geothermal heat.

地中は、年間を通じて温度がほぼ一定であるため、夏期には地上の熱を地中に放出し、冬期には地熱を吸収して地上で利用することができる。地中熱の利用形態は、地中熱をそのまま採取して冷暖房などに利用するもの、或いは、外気が地中よりも高温になる夏期に地上で採取した温熱を地中に蓄熱し、外気が地中よりも低温になる冬期にそれを地中から採取して暖房や融雪に利用するものなどがある。   Since the temperature of the underground is almost constant throughout the year, it is possible to release ground heat into the ground in the summer and to absorb the ground heat and use it on the ground in the winter. The geothermal heat can be used by collecting ground heat as it is and using it for cooling or heating, or by storing the heat collected on the ground in the summer when the outside air is hotter than the ground, There are things that are collected from the ground and used for heating and melting snow in the winter when it is cooler than the ground.

例えば、垂直式の地中熱交換器は、地中に縦穴を掘削し、この縦穴内に鋼管や樹脂管などから成る管材を挿入し、この管材と前記縦穴との間にグラウト材や土砂を充填した構造とするのが一般的である。この管材を用いるものにも各種の方式があるが、例えば、同軸式と呼ばれるものは、外管と、この外管内に配置させた内管の同軸２重管により構成されている。   For example, a vertical underground heat exchanger excavates a vertical hole in the ground, inserts a pipe made of a steel pipe or a resin pipe into the vertical hole, and grout material or earth and sand is inserted between the pipe and the vertical hole. Generally, it is a filled structure. There are various types of pipes using this pipe material. For example, what is called a coaxial type is constituted by an outer pipe and a coaxial double pipe of an inner pipe disposed in the outer pipe.

そして、地上から供給された不凍液などの熱媒体は、外管と内管の隙間を通って地下深くまで降下し、その間に地中との間で熱交換する。そして、外管の最下部で反転し、内管を地上に戻る。あるいは、その逆の経路を採るものもある。地上では、地中熱交換器から排出された熱媒体が融雪器などの熱交換器に供給される。この熱交換器で熱交換を終えた熱媒体は、再び、地中熱交換器へ戻される（例えば、特許文献１乃至３参照。）。   Then, a heat medium such as antifreeze supplied from the ground descends deep underground through the gap between the outer tube and the inner tube, and exchanges heat with the ground during that time. And it inverts in the lowest part of an outer pipe, and returns an inner pipe to the ground. Others take the reverse route. On the ground, the heat medium discharged from the underground heat exchanger is supplied to a heat exchanger such as a snow melter. The heat medium that has finished heat exchange in this heat exchanger is returned again to the underground heat exchanger (see, for example, Patent Documents 1 to 3).

このように、地中熱は、環境汚染のない極めてクリーンなエネルギーである。また、天然資源をそのまま利用するものであるから極めて経済的であるという利点がある。   Thus, geothermal heat is extremely clean energy with no environmental pollution. Further, since natural resources are used as they are, there is an advantage that they are extremely economical.

しかし、２重管は、その構造上、地中で温まった水や不凍液などの熱媒体が地中から地表に上昇して行く過程で、地表から地中へと降下して行く低温の媒体と内管を介して間接的に接触することによって保有熱が奪われるという問題がある。   However, due to its structure, the double pipe is a low-temperature medium that descends from the ground surface to the ground in the process of heat medium such as water and antifreeze heated up from the ground to the ground surface. There is a problem that the retained heat is taken away by indirect contact through the inner pipe.

Ｕ字管の場合は、管の構造上、往路と復路とが分離しているので、復路の地表部に保温用の断熱手段を講じた例がある（例えば、特許文献４参照。）。
特開平５−１１８７０１号公報 特開２００３−３０７３５２号公報 特開２００４−３０９１２４号公報 特開平１１−１８２９４３号公報 In the case of a U-shaped tube, since the forward path and the return path are separated due to the structure of the pipe, there is an example in which a heat insulating means for heat insulation is provided on the ground surface portion of the return path (see, for example, Patent Document 4).
Japanese Patent Laid-Open No. 5-118701 JP 2003-307352 A JP 2004-309124 A Japanese Patent Laid-Open No. 11-182943

しかしながら、２重管の場合は、管の構造上、往路と復路とが分離していないので、断熱構造を採用するに際して制約が多いという問題があった。また、断熱構造を採用するに際してコストが嵩むことから、コストダウンの工夫が必要であった。   However, in the case of the double pipe, the forward path and the return path are not separated due to the structure of the pipe, and there is a problem that there are many restrictions when adopting the heat insulating structure. Moreover, since the cost increases when adopting the heat insulating structure, it is necessary to devise cost reduction.

本発明は、このような要望に応えるためになされたものであり、その目的とするところは、復路の温まった熱媒と、往路の冷えた熱媒との間の熱移動を防止すると共に、建設コストを抑制することができる地中熱交換器を提供することにある。   The present invention has been made in order to meet such a demand, and its purpose is to prevent heat transfer between the warm heat medium in the return path and the cool heat medium in the forward path, An object of the present invention is to provide an underground heat exchanger that can suppress the construction cost.

上記の目的を達成するため、本発明は、次のように構成されている。
請求項１に記載の発明に係る地中熱交換器は、地中に縦穴を掘削し、該縦穴内に、下端部を閉止した外管と、該外管内に配置され、かつ、下端部を開放した内管とより成る２重管状の熱交換器を埋設し、更に、前記外管から前記内管内へ又は前記内管から前記外管内へ熱媒液が循環するようにした地中熱交換器において、前記内管の地表側の部分に、内管内の熱媒液との熱交換を防止する断熱材を設けると共に、前記外管の地表側の部分を大径にして熱媒液の流動を妨げないようにし、かつ、前記外管の大径部と小径部とを漏斗状の継手部によって接続する際に、前記継手部の上端部と前記断熱材の下端部が面一になるようにし、更に、前記内管の下端部にチューブ状のウエイトを設けたことを特徴としている。 In order to achieve the above object, the present invention is configured as follows.
The underground heat exchanger according to the first aspect of the present invention excavates a vertical hole in the ground, and is disposed in the vertical hole, the outer pipe whose lower end is closed, the outer pipe, and the lower end. Underground heat exchange in which a double tubular heat exchanger composed of an open inner pipe is embedded, and a heat transfer fluid is circulated from the outer pipe into the inner pipe or from the inner pipe into the outer pipe. A heat insulating material for preventing heat exchange with the heat transfer medium liquid in the inner pipe is provided on the surface side of the inner pipe, and the flow of the heat transfer liquid is increased by making the surface side of the outer pipe larger in diameter. And when connecting the large diameter portion and the small diameter portion of the outer tube by a funnel-shaped joint portion, the upper end portion of the joint portion and the lower end portion of the heat insulating material are flush with each other. In addition, a tube-like weight is provided at the lower end portion of the inner tube .

請求項２に記載の発明に係る地中熱交換器は、前記内管の全長をＬとした場合、前記断熱材の設置長さＬ1 を０．１Ｌ〜０．３Ｌの範囲とすることを特徴とする請求項１記載の地中熱交換器である。 Underground heat exchanger according to the invention of claim 2, when the entire length of the inner tube is L, to the installation length L 1 of the heat insulating material in the range of 0.1L~0.3L The underground heat exchanger according to claim 1, wherein

請求項３に記載の発明に係る地中熱交換器は、前記内管に合成樹脂管製のパイプを適用することを特徴とする請求項１又は２記載の地中熱交換器である。   The underground heat exchanger according to claim 3 is a underground heat exchanger according to claim 1 or 2, wherein a pipe made of a synthetic resin pipe is applied to the inner pipe.

請求項４に記載の発明に係る地中熱交換器は、前記外管を角形とすることを特徴とする請求項１記載の地中熱交換器である。 The underground heat exchanger according to the invention described in claim 4 is the underground heat exchanger according to claim 1, wherein the outer tube has a square shape.

上記のように、請求項１に記載の発明は、地中に縦穴を掘削し、該縦穴内に、下端部を閉止した外管と、該外管内に配置され、かつ、下端部を開放した内管とより成る２重管状の熱交換器を埋設し、更に、前記外管から前記内管内へ又は前記内管から前記外管内へ熱媒液が循環するようにした地中熱交換器において、前記内管の地表側の部分に、内管内の熱媒液と外管内の熱媒液との熱交換を防止する断熱材を設けたので、地熱によって温められた復路の熱媒液と、往路の冷えた熱媒液との間の熱の移動を防止することが可能となった。   As described above, the invention described in claim 1 excavates a vertical hole in the ground, and is disposed in the vertical hole, the outer pipe having the lower end closed, and the lower pipe opened in the outer pipe. An underground heat exchanger in which a double tubular heat exchanger composed of an inner pipe is embedded, and a heat transfer fluid is circulated from the outer pipe into the inner pipe or from the inner pipe into the outer pipe. In addition, since a heat insulating material that prevents heat exchange between the heat transfer fluid in the inner tube and the heat transfer fluid in the outer tube is provided on the surface side of the inner tube, the return heat transfer fluid heated by the geothermal heat, and It has become possible to prevent heat transfer between the cooling medium and the cooling medium that has been cooled in the outward path.

従って、外管と内管から成る２重管式の地中熱交換器において、地熱によって温められた復路の熱媒液の温度低下を防止することができ、地熱の利用度を高めることが可能となった。   Therefore, in the double pipe type underground heat exchanger composed of the outer tube and the inner tube, it is possible to prevent a decrease in the temperature of the heat transfer fluid in the return path heated by the geothermal heat, and to increase the utilization of the geothermal heat. It became.

また、請求項１に記載の発明は、前記外管の地表側の部分を大径にして熱媒液の流動を妨げないようにし、更に、前記外管の大径部と先端小径部とを漏斗状の継手部によって接続したしたので、段差のある外管を簡単に製造することが可能となった。このため、外管の製造コスト、強いては、地中熱交換器の建設コストを抑制することが可能となった。   The invention according to claim 1 is configured so that the surface of the outer tube on the surface side has a large diameter so as not to hinder the flow of the heat transfer fluid, and further, the large diameter portion and the tip small diameter portion of the outer tube are formed. Since it was connected by a funnel-shaped joint, it became possible to easily manufacture a stepped outer tube. For this reason, it became possible to suppress the manufacturing cost of the outer pipe, and thus the construction cost of the underground heat exchanger.

請求項２に記載の発明に係る地中熱交換器は、前記内管の全長をＬとした場合、前記断熱材の設置長さＬ1 を０．１Ｌ〜０．３Ｌの範囲としたので、地中熱交換器の建設コストを抑制すると共に、地熱によって温められた復路の熱媒液と、往路の冷えた熱媒液との間の熱移動を防止することが可能となった。 Underground heat exchanger according to the invention of claim 2, when the entire length of the inner tube is L, since the installation length L 1 of the heat insulating material was in the range of 0.1L～0.3L, In addition to reducing the construction cost of the underground heat exchanger, it is possible to prevent heat transfer between the heat transfer fluid in the return path heated by the geothermal heat and the heat transfer fluid cooled in the forward path.

また、請求項３に記載の発明は、前記内管に安価な合成樹脂管製のパイプを適用したので、地中熱交換器の建設コストを抑制することができると共に、合成樹脂管製の内管によって地熱によって温められた復路の熱媒液と、往路の冷えた熱媒液との間の熱移動を抑制することが可能となった。   In the invention according to claim 3, since an inexpensive synthetic resin pipe pipe is applied to the inner pipe, the construction cost of the underground heat exchanger can be suppressed, and the inner pipe made of the synthetic resin pipe can be controlled. It has become possible to suppress the heat transfer between the heat transfer fluid in the return path heated by the geothermal heat by the pipe and the heat transfer fluid cooled in the forward path.

また、請求項４に記載の発明は、前記内管の下端部とストレーナーとの間にチューブ状のウエイトを設けたので、上端部のみで支持した内筒の振動を防止することができるようになった。   In the invention according to claim 4, since the tube-like weight is provided between the lower end portion of the inner tube and the strainer, the vibration of the inner cylinder supported only by the upper end portion can be prevented. became.

請求項５に記載の発明は、前記外管を角型にしたので、円管より表面積が大きくなり、その分、地熱による熱媒液の加熱度を高めることが可能となった。   In the fifth aspect of the present invention, since the outer tube is square, the surface area is larger than that of the circular tube, and accordingly, the degree of heating of the heat transfer fluid by geothermal heat can be increased.

以下、本発明の実施の形態を図面を用いて説明する。
図１は本発明に係る地中熱交換器の一部断面を含む側面図、図２は図１のＸ−Ｘ断面図である。 Hereinafter, embodiments of the present invention will be described with reference to the drawings.
FIG. 1 is a side view including a partial cross section of the underground heat exchanger according to the present invention, and FIG.

図１において、符号１は、地中に掘削した縦穴であり、この縦穴１の中に２重管形の熱交換器２を挿入すると共に、この熱交換器２と前記縦穴１との間に珪砂などの熱抵抗の小さい充填材３を充填している。   In FIG. 1, reference numeral 1 is a vertical hole excavated in the ground, and a double-pipe heat exchanger 2 is inserted into the vertical hole 1, and between the heat exchanger 2 and the vertical hole 1. It is filled with a filler 3 having a low thermal resistance such as silica sand.

上記熱交換器２は、鋼管製の外管４と、この外管４内に同軸状に設けた合成樹脂製の内管５により構成されている。この例では、外管として、例えば、ステンレススチール製の円管を使用し、内管として、合成樹脂製の円管、例えば、ポリブデン製のパイプを使用するが、外管は、所望により、円管よりも表面積が大きくなる角管を使用してもよい。   The heat exchanger 2 includes a steel pipe outer pipe 4 and a synthetic resin inner pipe 5 provided coaxially in the outer pipe 4. In this example, for example, a stainless steel circular tube is used as the outer tube, and a synthetic resin circular tube, such as a polybden pipe, is used as the inner tube. A square tube having a larger surface area than the tube may be used.

上記外管４の上端は、第１ヘッダ６に接続され、内管５の上端は、第１ヘッダ６の上部に装着した第２ヘッダ７に接続されている。この第１ヘッダ６及び第２ヘッダ７は、基盤８上に設置した鉄筋コンクリート製のボックス１０内に位置している。このボックス１０は、その上部に作業用の開口部１１を有している。この開口部１１は、通常、蓋体１２によって閉鎖されている。また、ボックス１０の底部１３に設けた貫通孔１４と外管４との隙間には、発泡スチロールなどの断熱性の素材によって形成された保温筒１５を挿入している。なお、上記基盤８の上面９は、地表１６と面一となっている。   The upper end of the outer tube 4 is connected to the first header 6, and the upper end of the inner tube 5 is connected to a second header 7 mounted on the upper portion of the first header 6. The first header 6 and the second header 7 are located in a reinforced concrete box 10 installed on the base 8. The box 10 has a working opening 11 at the top thereof. The opening 11 is normally closed by a lid 12. Further, a heat insulating cylinder 15 formed of a heat insulating material such as foamed polystyrene is inserted into a gap between the through hole 14 provided in the bottom portion 13 of the box 10 and the outer tube 4. The upper surface 9 of the base 8 is flush with the ground surface 16.

更に、第１ヘッダ６には、水や不凍液などの熱媒液ａを供給する熱媒液供給管１７を接続し、第２ヘッダ７には、前記熱媒液ａを排出する熱媒液排出管１８を接続している。   Further, the first header 6 is connected with a heat medium liquid supply pipe 17 for supplying a heat medium liquid a such as water or antifreeze liquid, and the second header 7 is discharged with the heat medium liquid for discharging the heat medium liquid a. A tube 18 is connected.

図２に示すように、熱媒液供給管１７には、挿入型温度センサ１９を設けている。他方、熱媒液排出管１８には、挿入型温度センサ２０及び着脱型流量計２１を設けている。   As shown in FIG. 2, the heat medium liquid supply pipe 17 is provided with an insertion type temperature sensor 19. On the other hand, the heat medium liquid discharge pipe 18 is provided with an insertion type temperature sensor 20 and a detachable flow meter 21.

また、図１に戻って説明すると、外管４の底部は、ボトムキャップ２２によって閉止している。また、内管５の下端部に管継手（四角形に図示されている部材）を介して円筒状のウエイト２４を設け、このウエイト２４の下端部に管継手（四角形に図示されている部材）を介してストレーナー２３を設け、前記ウエイト２４によって内管５の振動を防止するようにしている。 Returning to FIG. 1, the bottom of the outer tube 4 is closed by a bottom cap 22. Further, a cylindrical weight 24 is provided at the lower end portion of the inner pipe 5 via a pipe joint (a member illustrated in a square shape), and a pipe joint (a member illustrated in a square shape) is provided at the lower end portion of the weight 24. A strainer 23 is provided, and the weight 24 prevents vibration of the inner tube 5.

図３に示すように、内管５は、その地表側の部分（根幹部とも言う。）２５の外面を断熱材２６で覆って内管５の管壁を介する熱の移動を防止するようになっている。この断熱材２６は、発泡剤の吹き付けによって形成する。更に、この断熱材２６の外側には、テープ２７などによって防水加工を施している。断熱材としては、発泡スチロールなどが好ましい。   As shown in FIG. 3, the inner pipe 5 is configured so that the outer surface of a portion (also referred to as a root part) 25 on the ground surface side is covered with a heat insulating material 26 to prevent heat transfer through the pipe wall of the inner pipe 5. It has become. The heat insulating material 26 is formed by spraying a foaming agent. Further, the outside of the heat insulating material 26 is waterproofed with a tape 27 or the like. As the heat insulating material, polystyrene foam is preferred.

更に詳しく説明すると、断熱材２６を設ける部分（設置箇所）３０は、内管５の上端（第２ヘッダ７に接続する部分）３１から前記内管５の先端部（下端部）側に所定の長さＬ1 （ｍ）だけ離れている箇所３２までの範囲である。なお、断熱材の設置長さＬ1 （ｍ）は、内管５の全長をＬ（ｍ）とした場合、０．１Ｌ（ｍ）〜０．３Ｌ（ｍ）の範囲が好ましい。 More specifically, a portion (installation location) 30 where the heat insulating material 26 is provided is a predetermined portion from the upper end (portion connected to the second header 7) 31 of the inner tube 5 to the tip (lower end) side of the inner tube 5. This is a range up to a point 32 separated by a length L 1 (m). The installation length L 1 (m) of the heat insulating material is preferably in the range of 0.1 L (m) to 0.3 L (m) when the total length of the inner tube 5 is L (m).

ここで、断熱材の設置長さＬ1 （ｍ）が０．１Ｌ（ｍ）未満の場合は、内管５の管壁を通過する熱の移動を抑制することが困難である。これとは逆に、断熱材の設置長さＬ1 （ｍ）が０．３Ｌ（ｍ）を超える場合には、内管５の管壁を通過する熱の移動を抑制することができるが、材料費や加工費などが嵩む恐れがある。 Here, when the installation length L 1 (m) of the heat insulating material is less than 0.1 L (m), it is difficult to suppress the movement of heat passing through the tube wall of the inner tube 5. On the contrary, when the installation length L 1 (m) of the heat insulating material exceeds 0.3 L (m), the movement of heat passing through the tube wall of the inner tube 5 can be suppressed. Material costs and processing costs may increase.

他方、前記外管４は、図３に示すように、大径部４１と小径部４２により形成され、両者は、漏斗状（テーパー管状）の継手部（レジューサ）４３を介して互いに接続されている。   On the other hand, as shown in FIG. 3, the outer tube 4 is formed by a large diameter portion 41 and a small diameter portion 42, which are connected to each other via a funnel-shaped (tapered tubular) joint portion (reducer) 43. Yes.

前記外管４は、第１ヘッダ６に接続する上端部４４から前記断熱材２６の下端部３２に相当する部分４５が大径部４１となっており、水や不凍液などの熱媒液の流量を確保するようになっている。   In the outer pipe 4, a portion 45 corresponding to the lower end portion 32 of the heat insulating material 26 from the upper end portion 44 connected to the first header 6 is a large diameter portion 41, and the flow rate of the heat transfer liquid such as water or antifreeze liquid Is to secure.

ここで、断熱材２６の厚さｔ（ｃｍ）は、断熱材２６の性能に左右されるが、通常、１０〜２０ｍｍの範囲が好ましい。また、上記継手部（レジューサ）４３の長さＬ2 は、外管４の大径部４１と小径部４２の直径差に左右されるが、大径部４１の直径Ｄが１３９．８ｍｍ、小径部４２の直径ｄが１０１．６ｍｍの場合には、１２７〜２００ｍｍの範囲が好ましい。 Here, although the thickness t (cm) of the heat insulating material 26 depends on the performance of the heat insulating material 26, the range of 10 to 20 mm is usually preferable. The length L 2 of the joint portion (reducer) 43 depends on the difference in diameter between the large diameter portion 41 and the small diameter portion 42 of the outer tube 4, but the diameter D of the large diameter portion 41 is 139.8 mm and the small diameter. When the diameter d of the part 42 is 101.6 mm, the range of 127 to 200 mm is preferable.

そして、地上の第１ヘッダ６から供給された冷たい熱媒液ａ’は、外管４と内管５との隙間を通って地下深くまで降下し、その間に地熱によって温められる。そして、外管４の最下部で反転し、内管５内を上昇して地上に戻る。   Then, the cold heat transfer fluid a 'supplied from the first header 6 on the ground descends deep underground through the gap between the outer tube 4 and the inner tube 5, and is warmed by geothermal heat during that time. And it inverts in the lowest part of the outer tube | pipe 4, rises in the inner tube | pipe 5, and returns to the ground.

その際、内管５は、地表側の部分２５の外面が断熱材２６によって覆われているため、内管５内を上昇する温かい熱媒液ａ”は、第１ヘッダ６から外管４内に供給された冷たい熱媒液ａ’によって冷却される恐れがない。   At that time, since the outer surface of the surface portion 25 of the inner pipe 5 is covered with the heat insulating material 26, the warm heat transfer liquid a ″ rising inside the inner pipe 5 is transferred from the first header 6 to the inner pipe 4. There is no fear of being cooled by the cold heat transfer fluid a ′ supplied to the.

地上では、第２ヘッダ７から排出された温かい熱媒液ａ”が図示しない暖房器や融雪器などの熱交換器に供給される。この熱交換器で熱交換を終えた冷たい熱媒液ａ’は、再び、地中熱交換器２へ戻される。   On the ground, the warm heat medium liquid a ″ discharged from the second header 7 is supplied to a heat exchanger such as a heater or a snow melter (not shown). 'Is returned to the underground heat exchanger 2 again.

上記の説明では、外管４と内管５との隙間を冷たい熱媒液ａ’が流下し、内管５内を地熱で温められた熱媒液ａ”が上昇する場合について説明したが、その逆の経路を採る場合もある。   In the above description, the case where the cold heat transfer fluid a ′ flows down through the gap between the outer tube 4 and the inner tube 5 and the heat transfer fluid a ″ warmed by geothermal heat in the inner tube 5 rises has been described. The reverse route may be taken.

本発明に係る地中熱交換器の一部断面を含む側面図である。It is a side view including the partial cross section of the underground heat exchanger which concerns on this invention. 図１のＸ−Ｘ断面図である。It is XX sectional drawing of FIG. 本発明に係る地中熱交換器の要部拡大断面図である。It is a principal part expanded sectional view of the underground heat exchanger which concerns on this invention.

符号の説明Explanation of symbols

ａ 熱媒液
１ 縦穴
２ ２重管状の熱交換器
４ 外管
５ 内管
２５ 内管の地表側の部分
２６ 断熱材
４１ 外管の大径部
４２ 外管の小径部
４３ 継手部
a Heat transfer fluid 1 Vertical hole 2 Double tubular heat exchanger 4 Outer tube 5 Inner tube 25 Surface side portion of inner tube 26 Heat insulating material 41 Large diameter portion of outer tube 42 Small diameter portion of outer tube 43 Joint portion

Claims (4)

地中に縦穴を掘削し、該縦穴内に、下端部を閉止した外管と、該外管内に配置され、かつ、下端部を開放した内管とより成る２重管状の熱交換器を埋設し、更に、前記外管から前記内管内へ又は前記内管から前記外管内へ熱媒液が循環するようにした地中熱交換器において、前記内管の地表側の部分に、内管内の熱媒液との熱交換を防止する断熱材を設けると共に、前記外管の地表側の部分を大径にして熱媒液の流動を妨げないようにし、かつ、前記外管の大径部と小径部とを漏斗状の継手部によって接続する際に、前記継手部の上端部と前記断熱材の下端部が面一になるようにし、更に、前記内管の下端部にチューブ状のウエイトを設けたことを特徴とする地中熱交換器。 A vertical hole is excavated in the ground, and a double tubular heat exchanger comprising an outer pipe whose lower end is closed and an inner pipe which is disposed in the outer pipe and whose lower end is opened is embedded in the vertical hole. Furthermore, in the underground heat exchanger in which the heat transfer fluid circulates from the outer tube into the inner tube or from the inner tube into the outer tube, a portion of the inner tube on the surface side of the inner tube A heat insulating material for preventing heat exchange with the heat transfer fluid is provided, the surface side portion of the outer tube is made large in diameter so as not to hinder the flow of the heat transfer fluid, and the large diameter portion of the outer tube and When connecting the small-diameter portion with a funnel-shaped joint portion, the upper end portion of the joint portion and the lower end portion of the heat insulating material are flush with each other, and a tube-like weight is attached to the lower end portion of the inner pipe. An underground heat exchanger characterized by being provided . 前記内管の全長をＬとした場合、前記断熱材の設置長さＬ1 を０．１Ｌ〜０．３Ｌの範囲とすることを特徴とする請求項１記載の地中熱交換器。 2. The underground heat exchanger according to claim 1, wherein when the total length of the inner pipe is L, the installation length L 1 of the heat insulating material is in a range of 0.1 L to 0.3 L. 前記内管に合成樹脂製のパイプを適用することを特徴とする請求項１又は２記載の地中熱交換器。 The underground heat exchanger according to claim 1 or 2, wherein a pipe made of a synthetic resin is applied to the inner pipe. 前記外管を角形とすることを特徴とする請求項１記載の地中熱交換器。 Underground heat exchanger according to claim 1, characterized in that the square of the outer tube.
JP2005336737A 2005-11-22 2005-11-22 Underground heat exchanger Expired - Fee Related JP4606312B2 (en)

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5452349A (en) * 1977-09-30 1979-04-24 Ushio Nagase Natural steam power application system
JPS6355202A (en) * 1986-08-26 1988-03-09 株式会社　奥村工務店 Heating apparatus utilizing recirculation of ground water
JPH02204511A (en) * 1989-02-02 1990-08-14 Yamadai Kiden Kk Circulating current type well pump device
JP2003130471A (en) * 2001-10-18 2003-05-08 National Institute Of Advanced Industrial & Technology Underground heat exchanger

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5452349A (en) * 1977-09-30 1979-04-24 Ushio Nagase Natural steam power application system
JPS6355202A (en) * 1986-08-26 1988-03-09 株式会社　奥村工務店 Heating apparatus utilizing recirculation of ground water
JPH02204511A (en) * 1989-02-02 1990-08-14 Yamadai Kiden Kk Circulating current type well pump device
JP2003130471A (en) * 2001-10-18 2003-05-08 National Institute Of Advanced Industrial & Technology Underground heat exchanger

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP4251932A4 (en) * 2020-11-27 2024-08-07 Senera Oy Coaxial geothermal collector with insulated inner pipe

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