JP2009041894A - Underground heat exchange method by pulling out rotary leading steel pipe - Google Patents
Underground heat exchange method by pulling out rotary leading steel pipe Download PDFInfo
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- JP2009041894A JP2009041894A JP2007228303A JP2007228303A JP2009041894A JP 2009041894 A JP2009041894 A JP 2009041894A JP 2007228303 A JP2007228303 A JP 2007228303A JP 2007228303 A JP2007228303 A JP 2007228303A JP 2009041894 A JP2009041894 A JP 2009041894A
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- steel pipe
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- underground heat
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 75
- 239000010959 steel Substances 0.000 title claims abstract description 75
- 238000000034 method Methods 0.000 title claims abstract description 11
- 239000002689 soil Substances 0.000 claims abstract description 15
- 238000003780 insertion Methods 0.000 claims description 8
- 230000037431 insertion Effects 0.000 claims description 8
- 239000007788 liquid Substances 0.000 claims description 6
- 239000010935 stainless steel Substances 0.000 claims description 4
- 229910001220 stainless steel Inorganic materials 0.000 claims description 4
- 229910000975 Carbon steel Inorganic materials 0.000 claims description 3
- 239000010962 carbon steel Substances 0.000 claims description 3
- 229910052782 aluminium Inorganic materials 0.000 claims description 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 2
- 229920003020 cross-linked polyethylene Polymers 0.000 claims description 2
- 239000004703 cross-linked polyethylene Substances 0.000 claims description 2
- 239000013049 sediment Substances 0.000 abstract 1
- 239000011800 void material Substances 0.000 abstract 1
- 239000004576 sand Substances 0.000 description 8
- 238000005553 drilling Methods 0.000 description 3
- 238000004378 air conditioning Methods 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
Classifications
-
- 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
- F24T10/15—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 bent tubes; using tubes assembled with connectors or with return headers
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F24—HEATING; RANGES; VENTILATING
- F24T—GEOTHERMAL COLLECTORS; GEOTHERMAL SYSTEMS
- F24T10/00—Geothermal collectors
- F24T2010/50—Component parts, details or accessories
- F24T2010/53—Methods for installation
-
- 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
Landscapes
- 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)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
- Piles And Underground Anchors (AREA)
Abstract
Description
本発明は冷暖房熱の一部又は全部を地中熱交換器により利用するための方法に関する。The present invention relates to a method for utilizing a part or all of air-conditioning heat by a ground heat exchanger.
従来より地中熱交換器の地中への直接埋設は深度(地表面より7.0m以上)、形状(地中熱交換器先端部180°エルボ付)からも不可能で、鋼管杭や中空コンクリート杭により管内部の気中や水中に地中熱交換器を設置し、熱交換を行っている。(例えば、非特許文献1参照。)。Conventionally, underground heat exchangers cannot be buried directly in the ground because of their depth (more than 7.0m from the ground surface) and shape (with a 180 ° elbow at the tip of the underground heat exchanger). Heat exchange is performed by installing underground heat exchangers in the air and water inside the pipes using concrete piles. (For example, refer nonpatent literature 1.).
螺旋構造羽根板を鋼管杭の先端部に溶接し、所定の位置(或る程度固い地盤)まで回転させて杭支持力を得る方式は存在するが何れも羽根板の面積の拡大で鉛直力を増大させるものである。(例えば、非特許文献2参照。)。There is a method of obtaining a pile support force by welding a spiral structure blade plate to the tip of a steel pipe pile and rotating it to a predetermined position (somewhat solid ground), but in each case, the vertical force is increased by expanding the blade plate area. To increase. (For example, refer
螺旋構造羽根板付鋼管杭は杭先端部には鋼板を溶接して鋼管内に土砂の侵入を防止している。(例えば、非特許文献3参照。)。A steel pipe pile with a spiral structure blade is welded with a steel plate at the tip of the pile to prevent intrusion of earth and sand into the steel pipe. (For example, refer nonpatent literature 3.).
地中熱交換器を設置するための先導鋼管は地中へ回転埋設と鋼管外周の摩擦力軽減が目的であり鋼管先端の羽根板の形状、及び先導鋼管延長による鋼管継手の方式。Leading steel pipes for installing underground heat exchangers are the purpose of rotating buried in the ground and reducing the frictional force on the outer periphery of the steel pipes, the shape of the blades at the tip of the steel pipes, and the method of steel pipe joints by extending the leading steel pipes.
鋼管杭先端部を開放した場合の鋼管内への土砂の侵入を防止する閉塞板の除去。Removal of the blocking plate that prevents intrusion of earth and sand into the steel pipe when the steel pipe pile tip is opened.
地中熱交換器(1)を地中に設置するための先導鋼管(5)は構造用炭素鋼鋼管又はステンレス鋼管を使用し、鋼管先端部には管外周の半周ないし2周にわたって1枚ないし4枚の螺旋構造羽根板(6)を仰角5°〜20°で前記先導鋼管の外周に溶接し、他端は継足し用先導鋼管との嵌合用に円形又は多角形の受口、及びこれに対応する上部鋼管側は挿し口とし、管の繋ぎに受口には継手受口金具(7)、挿し口には継手挿し口金具(7A)を取付け、金具にはボルト、座金(8)により接合し、回転押込み、引抜きは上部鋼管の挿し口を回転させて行い、この後管内底部まで地中熱交換器を据付け、先導鋼管を逆回転して引抜き鋼管除去後の孔内間隙を礫質土、砂質土又は現地土砂で埋め戻し、先導鋼管は再度利用し、地中熱の交換方法は地中熱交換器内部の熱伝導液に先導鋼管引抜き後の地中熱を伝達させるとする事を特徴とする熱交換方法で、該熱交換器のチューブは直径10mm〜60mmの機械構造用炭素鋼鋼管、ステンレス鋼管、アルミ鋼管又は架橋ポリエチレンパイプを使用し、チューブの配置はU字形又は複数U字形とし、U字底部には先導鋼管逆回転引抜き時の共廻り防止用の回転抵抗板(3)、これより上方2.0m〜5.0m毎にチューブ間隔保持装置(4)を取付け、チューブ内部は熱伝導用の液体とし、地中熱の交換方法は該熱交換器内部の熱伝導液に先導鋼管引抜き後の地中熱を伝達させポンプによる循環形式とした請求項1記載の地中熱の熱交換方法。The leading steel pipe (5) for installing the underground heat exchanger (1) in the ground is a structural carbon steel pipe or stainless steel pipe, and one or more steel pipes at the tip end of the pipe are provided for half or two rounds of the outer circumference of the pipe. Four helical structure blades (6) are welded to the outer periphery of the leading steel pipe at an elevation angle of 5 ° to 20 °, the other end is added, and a circular or polygonal receiving port for fitting with the leading steel pipe, and this The upper steel pipe side that corresponds to the above is an insertion port, and a fitting socket fitting (7) is attached to the receptacle for connecting the pipe, and a fitting receptacle fitting (7A) is attached to the insertion port, and the bolt and washer (8) are attached to the fitting Rotating push-in and pull-out are performed by rotating the insertion hole of the upper steel pipe, and then installing the underground heat exchanger to the bottom of the pipe, and rotating the lead steel pipe in the reverse direction to remove the gap in the hole after removing the drawn steel pipe Backfill with dry soil, sandy soil or local soil, re-use the leading steel pipe, and how to exchange underground heat A heat exchange method characterized in that the underground heat after drawing the leading steel pipe is transmitted to the heat conduction liquid inside the underground heat exchanger, the tube of the heat exchanger having a diameter of 10 mm to 60 mm. Steel pipes, stainless steel pipes, aluminum steel pipes or cross-linked polyethylene pipes are used, and the arrangement of the tubes is U-shaped or multiple U-shaped, and the bottom of the U-shaped rotation resistance plate (3 ), A tube spacing device (4) is installed every 2.0 m to 5.0 m above this, and the inside of the tube is made into a liquid for heat conduction, and the method of exchanging underground heat is the heat conduction liquid inside the heat exchanger. The heat exchange method for ground heat according to claim 1, wherein the ground heat after drawing the leading steel pipe is transferred to a circulating type by a pump.
本発明は非特許文献1の支持力増大を目的とする羽根板とは異なり鋼管外周の摩擦力を軽減するための土砂のほぐしと鋼管の回転埋設を目的とする螺旋構造羽根板(6)とし外周摩擦軽減突起(6A)を溶接する。Unlike the vane plate aiming at increasing the supporting force of Non-Patent Document 1, the present invention is a spiral vane plate (6) aimed at unloading earth and sand and rotating steel pipes to reduce the frictional force on the outer circumference of the steel pipe. The outer peripheral friction reduction protrusion (6A) is welded.
先導鋼管先端部の開放による土砂の侵入は先導鋼管設置後、鋼管内を螺旋状削孔機(アースオーガ)により削孔する。Intrusion of earth and sand due to the opening of the leading end of the leading steel pipe is performed by a spiral drilling machine (earth auger) after the leading steel pipe is installed.
チューブ先端部には鋼板を先導鋼管の逆回転時の共廻りを防止するための回転抵抗板(3)、チューブ延長方向に間隔2.0m〜5.0m毎にチューブ間隔保持装置(4)を取付ける。At the tip of the tube, there is a rotation resistance plate (3) for preventing co-rotation of the steel plate at the time of reverse rotation of the leading steel pipe, and a tube interval holding device (4) at intervals of 2.0 m to 5.0 m in the tube extending direction. Install.
先導鋼管引抜き後、鋼管除去後の孔内間隙を礫質土、砂質土又は現地土砂で地表面まで埋め戻す。After pulling out the leading steel pipe, the gap in the hole after steel pipe removal is backfilled to the ground surface with gravelly soil, sandy soil, or local soil.
以下、本発明の実施の形態を図1〜図6に基づいて説明する。Hereinafter, embodiments of the present invention will be described with reference to FIGS.
図1において、(1)は地中熱交換器(チューブ)、(1A)は地中熱交換器接続のネジ付ソケット、(2)はチューブ先端屈曲部の180°エルボを示す。In FIG. 1, (1) shows an underground heat exchanger (tube), (1A) shows a threaded socket for connecting the underground heat exchanger, and (2) shows a 180 ° elbow of the bent portion of the tube tip.
先導鋼管(5)は、地中熱交換器を設置するための鋼管で先端部に、螺旋構造羽根板(6)を仰角5°〜20°で前記先導鋼管の外周に溶接する。A leading steel pipe (5) is a steel pipe for installing an underground heat exchanger, and a helical structure blade (6) is welded to the outer periphery of the leading steel pipe at an elevation angle of 5 ° to 20 °.
他端には先導鋼管の継手受口金具(7)、これに対応する上部鋼管側は継手挿し口金具(7A)を示し、上下鋼管の嵌合と接合用のボルト、座金(7A)より接合する。The other end shows a joint receiving fitting (7) of a leading steel pipe, and the corresponding upper steel pipe side shows a fitting insertion fitting (7A), which is joined by fitting and joining bolts and washers (7A) for upper and lower steel pipes. To do.
以下、上記構成の動作を説明する。先導鋼管(5)を回転させて埋設し地中の所定の位置に配置し、管内の土砂を排除した後、地中熱交換器(1)をネジソケット(1A)で継ぎ足しながら先導鋼管底まで配置し、その後地表面より1.0m〜3.0mまで礫質土又は砂質土で埋め戻し、地上に先導鋼管を逆回転させながら引抜き、鋼管除去後の孔内間隙は現地土砂にて埋め戻す。The operation of the above configuration will be described below. Rotate and embed the leading steel pipe (5), place it at a predetermined position in the ground, remove the earth and sand in the pipe, and then connect the underground heat exchanger (1) with the screw socket (1A) to the bottom of the leading steel pipe Then, backfill with gravel soil or sandy soil from 1.0m to 3.0m from the ground surface, pull out the lead steel pipe on the ground while rotating backward, and fill the gap in the hole after removing the steel pipe with local earth and sand return.
地中熱交換器を設置するための先導鋼管は直径(K)(φ100mm〜φ500mm)で仰角(D)(15°〜20°)の螺旋構造羽根板(C)(巾30mm〜100mm、厚さ4mm以上)が先端外周に溶接してあり、この先導鋼管を螺旋状削孔機(アースオーガ)併用圧入杭打機の回転機により地中にねじ込む。地中熱利用の深度は地表面より6.0m以上とし、これ以深の不透水層(10)下の透水層(11)まで回転圧入し(H)(7.0m〜30.0m)、その後先導鋼管内の侵入土砂を螺旋状削孔機により除去し、先導鋼管内に地中熱交換器(G)(φ10mm〜φ60mm)のU字形又は複数U字形の先端曲部に回転抵抗板(E)(高さ100mm〜400mm)を取付け先導鋼管内に吊りこみ地中熱交換器の接続はネジ付ソケットで繋ぎながら管内底部まで下げて配置し、その後地表面より1.0m〜3.0mまで礫質土又は砂質土で埋め戻し、地上に先導鋼管を逆回転させながら引抜き、鋼管除去後の孔内間隙は現地土砂にて埋め戻す。Leading steel pipe for installing underground heat exchanger is spiral blade (C) (width 30mm-100mm, thickness) with diameter (K) (φ100mm-φ500mm) and elevation angle (D) (15 ° -20 °) 4 mm or more) is welded to the outer periphery of the tip, and this leading steel pipe is screwed into the ground by a rotary machine of a press pile driver combined with a spiral drilling machine (earth auger). The depth of geothermal heat utilization is 6.0 m or more from the ground surface, and it is rotationally press-fitted to the permeable layer (11) below the impermeable layer (10) deeper than this (H) (7.0 m to 30.0 m), and then The intrusion earth and sand in the leading steel pipe is removed by a spiral drilling machine, and a rotation resistance plate (E) is inserted into the U-shaped or plural U-shaped tip curved portion of the underground heat exchanger (G) (φ10 mm to φ60 mm) in the leading steel pipe. ) (Height 100mm to 400mm) is suspended in the installation leading steel pipe, the underground heat exchanger is connected to the bottom of the pipe while being connected with a threaded socket, then 1.0m to 3.0m from the ground surface Backfill with gravelly or sandy soil, pull out the lead steel pipe on the ground while rotating backward, and fill the gap in the hole after removing the steel pipe with local earth and sand.
上述したように本発明によって地中熱交換器の先導鋼管を引抜くことが出来る事によりコスト削減が可能となり、之によりどの地域でも地中熱利用が普及する可能性がある。 As described above, it is possible to reduce the cost by pulling out the leading steel pipe of the underground heat exchanger according to the present invention, and thus there is a possibility that the use of underground heat is widespread in any region.
1 地中熱交換器
1A ネジ付ソケット
2 地中熱交換器先端180°エルボ
3 回転抵抗板
4 間隔保持装置
5 先導鋼管
6 螺旋構造回転板
6A 外周摩擦軽減突起
7 継手受口金具
7A 継手挿口金具
7B ボルト、座金
8 ポンプ
9 放熱器
10 不透水層
11 透水層
12 地下水位
13 地層境界線
14 地表線DESCRIPTION OF SYMBOLS 1
Claims (2)
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2007228303A JP2009041894A (en) | 2007-08-07 | 2007-08-07 | Underground heat exchange method by pulling out rotary leading steel pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2007228303A JP2009041894A (en) | 2007-08-07 | 2007-08-07 | Underground heat exchange method by pulling out rotary leading steel pipe |
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| Publication Number | Publication Date |
|---|---|
| JP2009041894A true JP2009041894A (en) | 2009-02-26 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2007228303A Pending JP2009041894A (en) | 2007-08-07 | 2007-08-07 | Underground heat exchange method by pulling out rotary leading steel pipe |
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| Country | Link |
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| JP (1) | JP2009041894A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2010097849A1 (en) | 2009-02-25 | 2010-09-02 | 日本電気株式会社 | Storage system |
| KR101036850B1 (en) | 2010-11-08 | 2011-05-25 | (유)신일 | Buried guide member for underground loop pipe provided in vertical geothermal heat exchanger, underground device and method for buried underground loop pipe using same |
| KR101154016B1 (en) | 2011-12-02 | 2012-06-08 | 코오롱환경서비스주식회사 | Close socket for connecting terrestrial heat pipe and construction method using the same |
| CN103103985A (en) * | 2013-01-25 | 2013-05-15 | 宁波市镇海建筑工程公司 | Ground source heat pump tube embedment method based on piling process |
| JP2014185822A (en) * | 2013-03-25 | 2014-10-02 | Mitsui Kagaku Sanshi Kk | Geothermal heat utilization heat exchanger and heat pump system using the same |
-
2007
- 2007-08-07 JP JP2007228303A patent/JP2009041894A/en active Pending
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2010097849A1 (en) | 2009-02-25 | 2010-09-02 | 日本電気株式会社 | Storage system |
| KR101036850B1 (en) | 2010-11-08 | 2011-05-25 | (유)신일 | Buried guide member for underground loop pipe provided in vertical geothermal heat exchanger, underground device and method for buried underground loop pipe using same |
| KR101154016B1 (en) | 2011-12-02 | 2012-06-08 | 코오롱환경서비스주식회사 | Close socket for connecting terrestrial heat pipe and construction method using the same |
| CN103103985A (en) * | 2013-01-25 | 2013-05-15 | 宁波市镇海建筑工程公司 | Ground source heat pump tube embedment method based on piling process |
| JP2014185822A (en) * | 2013-03-25 | 2014-10-02 | Mitsui Kagaku Sanshi Kk | Geothermal heat utilization heat exchanger and heat pump system using the same |
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