JP2000161793A - Heat source system utilizing geothermy around bank of storage reservoir and constructing of same system - Google Patents
Heat source system utilizing geothermy around bank of storage reservoir and constructing of same systemInfo
- Publication number
- JP2000161793A JP2000161793A JP10331184A JP33118498A JP2000161793A JP 2000161793 A JP2000161793 A JP 2000161793A JP 10331184 A JP10331184 A JP 10331184A JP 33118498 A JP33118498 A JP 33118498A JP 2000161793 A JP2000161793 A JP 2000161793A
- Authority
- JP
- Japan
- Prior art keywords
- grout
- heat exchanger
- grout liquid
- geothermy
- around
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Classifications
-
- 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
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】 この発明は、貯水池堤体周
辺の崩壊し易い土部分の補強と地中熱交換器の埋設とを
兼ねたものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention is intended to reinforce a collapsed soil portion around a reservoir embankment and to bury an underground heat exchanger.
【0002】[0002]
【従来の技術】 貯水池堤体周辺の崩壊し易い土部分1
2の補強には、土Tの中にグラウトSを滲透させ、硬化
させている。2. Description of the Related Art A fragile soil portion 1 around a reservoir embankment 1
For reinforcement of No. 2, grout S is permeated into soil T and hardened.
【0003】[0003]
【発明が解決しようとする課題】 図1に示す如く、土
Tの中にグラウトSを滲透させ、硬化させたものに比べ
て強度的に優れ、而も熱源としても利用出来るようにし
ようとするものである。As shown in FIG. 1, grout S is made to penetrate into soil T and is superior in strength as compared with a hardened one, so that it can be used as a heat source. Things.
【0004】[0004]
【課題を解決するための手段】 通常、川の下流側を、
せき止め、周囲に堤を作り貯水池10が作られる。山村
は貯水池管理を行っているが、相当昔から数は多く、こ
れを各地域集落で管理している。年2回の草刈作業でも
人夫がいない。近年は人が少なく、草刈もままならず、
大きな立木は茂り、老朽溜池等管理不可能な状況にあ
る。貯水池は防災上、崩壊の危険性もある。[Means for Solving the Problems] Usually, the downstream side of the river is
A dam is formed around the dam and a reservoir 10 is made. Mountain villages have been managing reservoirs, but the number has been large since ancient times, and this is managed in each local settlement. There is no husband in the mowing work twice a year. In recent years, there are few people, mowing does not remain,
Large standing trees are thick and are in an unmanageable condition, such as an old reservoir. The reservoir is at risk of collapse for disaster prevention.
【0005】図1に示す如く土Tの補強手段の1つとし
て、土Tに下向きの穴14を堀り、グラウト液送出管4
1を挿入し、地上のポンプ42からグラウト液Sを圧送
しながら徐々にグラウト液送出管41を引上げると、グ
ラウト液Sが地中Tに滲透すると共に地面13に滲み出
る状態になる。このときグラウト液Sの注入を止め、グ
ラウトSを時間の経過と共に固めて土Tを補強する手段
がある。As shown in FIG. 1, as one of means for reinforcing the soil T, a downward hole 14 is dug in the soil T, and the grout liquid delivery pipe 4 is formed.
When the grouting liquid delivery pipe 41 is gradually pulled up while the grouting liquid S is being pumped from the pump 42 on the ground, the grouting liquid S permeates into the underground T and oozes out onto the ground 13. At this time, there is a means for stopping the injection of the grout liquid S and solidifying the grout S over time to reinforce the soil T.
【0006】また、図2に示す如く2重管又はU形路管
からなる棒状熱交換器21を地中Tに埋入し、地中熱交
換器21の不凍液循環路22がヒートポンプ25の一次
側31を通過し、ヒートポンプ30の二次側32を通過
するところの液体循環路36が暖冷房設備35を通過す
るものがある。ヒートポンプ25は蒸発器26,圧縮器
27,凝縮器28,膨張弁29を含み、一次側31の温
度差を二次側32の温度差に、または二次側32の温度
差を一次側31の温度差に変えるものである。この設備
は地熱利用手段といわれている。Further, as shown in FIG. 2, a rod-shaped heat exchanger 21 composed of a double pipe or a U-shaped pipe is buried in the underground T, and an antifreeze circulation path 22 of the underground heat exchanger 21 is a primary heat pump 25. In some cases, the liquid circulation path 36 passing through the side 31 and passing through the secondary side 32 of the heat pump 30 passes through the heating / cooling equipment 35. The heat pump 25 includes an evaporator 26, a compressor 27, a condenser 28, and an expansion valve 29. The temperature difference on the primary side 31 is changed to the temperature difference on the secondary side 32, or the temperature difference on the secondary side 32 is changed to the temperature difference on the primary side 31. It changes to a temperature difference. This facility is said to be a means of utilizing geothermal energy.
【0007】この発明は、貯水池で一番漏水量が多い個
所は堤体両側の岩盤部の透水性の高い部分の補強と地中
熱利用の両方を兼ねさせようとするものである。In the present invention, the portion of the reservoir having the largest amount of water leakage is intended to both reinforce the highly permeable portion of the bedrock on both sides of the embankment and to use the ground heat.
【0008】この発明は、貯水池補強手段と地中熱利用
手段とを結合し、地中熱交換器21により貯水池補強手
段の能力を向上させ、また貯水池補強手段のグラウトS
により地中熱交換器21周囲の伝熱性を向上させ、採熱
効率を向上させるものである。According to the present invention, the reservoir reinforcing means and the underground heat utilization means are combined, the capacity of the reservoir reinforcing means is improved by the underground heat exchanger 21, and the grout S of the reservoir reinforcing means is improved.
Thereby, the heat conductivity around the underground heat exchanger 21 is improved, and the heat collection efficiency is improved.
【0009】図2〜図5を参考にして説明する。第1の
発明に係る貯水池堤体周辺の地中熱利用熱源システム
は、貯水池10の堤体周辺の土部分12に埋設した地中
熱交換器21及びグラウト液送出管41、並びに土部分
12に滲透させたグラウトよりなるものである。A description will be given with reference to FIGS. The underground heat utilization heat source system around the reservoir levee body according to the first invention includes an underground heat exchanger 21 and a grout liquid delivery pipe 41 buried in the soil portion 12 around the levee body of the reservoir 10 and the soil portion 12. It consists of infiltrated grout.
【0010】第2の発明に係る貯水池周辺の地中熱利用
熱源システムは、第1の発明においてグラウトSが伝熱
性物質を含有したものである。[0010] A geothermal heat utilization heat source system around a reservoir according to a second aspect of the present invention is the one according to the first aspect, wherein the grout S contains a heat conductive substance.
【0011】第3の発明に係る貯水池堤体周辺の地中熱
利用熱源システム構築方法は、貯水池10堤体周辺の土
部分12に下向穴14を掘る工程、不凍液循環路付棒状
熱交換器21と共にグラウト液送出管41を挿入する工
程、地上のグラウト液用ポンプ42よりグラウト液Sを
圧送して地中熱交換器21及びグラウト液送出管41と
下向穴14との間の隙間を埋めると共に周囲の土部分T
に滲透させる工程、グラウト液Sを時間の経過と共に硬
化させる工程、を含む工程よりなるものである。According to a third aspect of the present invention, there is provided a method of constructing a heat source system utilizing underground heat around a reservoir embankment, comprising: a step of digging a downward hole 14 in a soil portion 12 around a reservoir 10 embankment; A step of inserting the grouting liquid delivery pipe 41 together with the underground heat pump 21 to feed the grouting liquid S from the ground-based grouting liquid pump 42 to remove the gap between the underground heat exchanger 21 and the grouting liquid delivery pipe 41 and the downward hole 14. Fill and surrounding soil part T
And a step of curing the grout liquid S over time.
【0012】第4の発明に係る貯水池堤体周辺の地中熱
利用熱源システム構築方法は、第3の発明において、グ
ラウト液Sに伝熱性物質を混入してなるものである。According to a fourth aspect of the present invention, there is provided a method of constructing a geothermal heat utilization heat source system around a reservoir embankment according to the third aspect, wherein the grout liquid S is mixed with a heat conductive substance.
【0013】[0013]
【発明の実施の形態】 図2〜図5を参考にして説明す
る。10は貯水池、11は貯水池10の堤、12は堤1
1近傍等の崩壊し易い土部分である。Embodiments of the present invention will be described with reference to FIGS. 10 is a reservoir, 11 is a bank of the reservoir 10, and 12 is a bank 1.
It is an easily disintegrated soil portion such as near 1.
【0014】貯水池10の水Wを落としている時期に地
面13から下向穴14が掘られる。下向穴14を掘ると
共に地中熱交換器21をグラウト液送出管41との結合
体が順次挿入される。A downward hole 14 is dug from the ground 13 while the water W in the reservoir 10 is being dropped. The downward hole 14 is dug, and the underground heat exchanger 21 and the grout liquid delivery pipe 41 are successively inserted.
【0015】地中熱交換器21とグラウト液送出管41
の結合体は適当な間隔Yを保って任意数設けられる。Underground heat exchanger 21 and grout liquid delivery pipe 41
Are provided in an arbitrary number while maintaining an appropriate interval Y.
【0016】地中熱交換器21及びグラウト液送出管4
1が所定の深さZ(50〜100m)に達したら、グラ
ウト液用ポンプ42によりグラウト液送出管41下端よ
りグラウト液Sが圧出される。グラウト液Sは土Tの中
を滲透し、地面13に滲み出る状態になる。この状態に
なったらグラウト液用ポンプ42を止めて、グラウト液
Sを時間の経過と共に硬化させる。Underground heat exchanger 21 and grout liquid delivery pipe 4
When 1 reaches a predetermined depth Z (50 to 100 m), the grout liquid S is pumped out from the lower end of the grout liquid delivery pipe 41 by the grout liquid pump 42. The grout liquid S permeates through the soil T and seeps into the ground 13. When this state is reached, the grout liquid pump 42 is stopped, and the grout liquid S is cured with the passage of time.
【0017】グラウトSが硬化したとき、グラウトSは
地中熱交換器21の周囲空隙を埋め、而も土Tに比べて
優れた熱伝導性を持っている。グラウト液送出管41の
地上部分を切離し、ヒートポンプ25及び暖冷房設備3
5を接続する。When the grout S is hardened, the grout S fills the space around the underground heat exchanger 21 and has better thermal conductivity than the soil T. The ground part of the grout liquid delivery pipe 41 is cut off, and the heat pump 25 and the heating / cooling equipment 3
5 is connected.
【0018】[0018]
【発明の効果】 貯水池10の周囲の崩壊し易い土部分
12に地中熱交換器21が埋入されているので、土Tの
崩壊が防げる。Since the underground heat exchanger 21 is buried in the easily collapsed soil portion 12 around the reservoir 10, the collapse of the soil T can be prevented.
【0019】地中熱交換器21の周囲の土Tにグラウト
Sが滲透しているので、土単独に比べて熱伝率がよく、
地中熱交換器21の性能向上になる。Since the grout S penetrates through the soil T around the underground heat exchanger 21, the heat conductivity is better than that of the soil alone.
The performance of the underground heat exchanger 21 is improved.
【図1】従来の堤補強手段の一部垂直切断正面図であ
る。FIG. 1 is a partially vertical sectional front view of a conventional bank reinforcing means.
【図2】従来の地熱利用手段の一部垂直切断正面図であ
る。FIG. 2 is a partially vertical sectional front view of a conventional geothermal utilization means.
【図3】本発明の概要を示す斜視図である。FIG. 3 is a perspective view showing an outline of the present invention.
【図4】本発明のグラウト圧入前の状態を示す一部垂直
切断正面図である。FIG. 4 is a partially vertical sectional front view showing a state before grout press-fitting of the present invention.
【図5】本発明の完成後の状態を示す一部垂直切断正面
図である。FIG. 5 is a partially vertical sectional front view showing a state after completion of the present invention.
10 貯水池 11 堤 12 堤体周辺の土部分 13 地面 14 下向穴 21 地中熱交換器 22 不凍液循環路 25 ヒートポンプ 26 蒸発器 27 圧縮器 28 凝縮器 29 膨張弁 31 一次側 32 二次側 35 暖冷房設備 36 液体循環路 41 グラウト液送出管 42 グラウト液用ポンプ S グラウト,グラウト液 T 土 W 水 Y 横間隔 Z 深さ DESCRIPTION OF SYMBOLS 10 Reservoir 11 Embankment 12 Soil part around embankment body 13 Ground 14 Downhole 21 Underground heat exchanger 22 Antifreeze circulation circuit 25 Heat pump 26 Evaporator 27 Compressor 28 Condenser 29 Expansion valve 31 Primary side 32 Secondary side 35 Warm Cooling equipment 36 Liquid circulation path 41 Grout liquid delivery pipe 42 Grout liquid pump S Grout, grout liquid T Soil W Water Y Lateral spacing Z Depth
Claims (4)
2)に埋設した地中熱交換器(21)及びグラウト液送
出管(41)、並びに土部分(T)に滲透させたグラウ
トよりなる貯水池堤体周辺の地中熱利用熱源システム。1. A soil part (1) around a reservoir (10) embankment body.
An underground heat utilizing heat source system around a reservoir embankment made of an underground heat exchanger (21) and a grout liquid delivery pipe (41) buried in 2), and a grout penetrated into a soil portion (T).
なる請求項1記載の貯水池堤体周辺の地中熱利用熱源シ
ステム。2. The underground heat utilization heat source system around the reservoir embankment according to claim 1, wherein the grout (S) contains a heat conductive substance.
2)に下向穴(14)を掘る工程、不凍液循環路付棒状
熱交換器(21)と共にグラウト液送出管(41)を挿
入する工程、地上のグラウト液用ポンプ(42)よりグ
ラウト液(S)を圧送して地中熱交換器(21)及びグ
ラウト液送出管(41)と下向穴(14)との間の隙間
を埋めると共に周囲の土部分(T)に滲透させる工程、
グラウト液(S)を時間の経過と共に硬化させる工程、
を含む工程よりなる貯水池堤体周辺の地中熱利用熱源シ
ステムの構築方法。3. A soil portion (1) around a reservoir (10) embankment.
2) a step of digging a downward hole (14), a step of inserting a grout liquid delivery pipe (41) together with a rod heat exchanger (21) with an antifreeze liquid circulation path, and a step of grout liquid (42) from a ground grout liquid pump (42). S) to feed the underground heat exchanger (21) and the gap between the grout liquid delivery pipe (41) and the downward hole (14) and to infiltrate the surrounding soil portion (T),
Curing the grout liquid (S) over time;
A method for constructing a geothermal heat utilization heat source system around a reservoir embankment comprising steps including:
てなる請求項3記載の貯水池堤体周辺の地中熱利用熱源
システムの構築方法。4. The method according to claim 3, wherein a heat transfer material is mixed into the grout liquid (S).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP33118498A JP3297863B2 (en) | 1998-11-20 | 1998-11-20 | Geothermal heat source system around reservoir embankment and method of constructing the system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP33118498A JP3297863B2 (en) | 1998-11-20 | 1998-11-20 | Geothermal heat source system around reservoir embankment and method of constructing the system |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2000161793A true JP2000161793A (en) | 2000-06-16 |
JP3297863B2 JP3297863B2 (en) | 2002-07-02 |
Family
ID=18240838
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP33118498A Expired - Fee Related JP3297863B2 (en) | 1998-11-20 | 1998-11-20 | Geothermal heat source system around reservoir embankment and method of constructing the system |
Country Status (1)
Country | Link |
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JP (1) | JP3297863B2 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2011033233A (en) * | 2009-07-30 | 2011-02-17 | Sumitomo Fudosan Kk | Underground heat using air conditioning system |
JP2018076763A (en) * | 2016-11-11 | 2018-05-17 | バウアー マシーネン ゲーエムベーハー | Foundation element and foundation element manufacturing method |
CN115467208A (en) * | 2022-05-27 | 2022-12-13 | 中交第一公路勘察设计研究院有限公司 | Construction method for preventing roadbed frost heaving and thaw collapse damage in existing frozen soil area |
-
1998
- 1998-11-20 JP JP33118498A patent/JP3297863B2/en not_active Expired - Fee Related
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2011033233A (en) * | 2009-07-30 | 2011-02-17 | Sumitomo Fudosan Kk | Underground heat using air conditioning system |
JP2018076763A (en) * | 2016-11-11 | 2018-05-17 | バウアー マシーネン ゲーエムベーハー | Foundation element and foundation element manufacturing method |
US20180135270A1 (en) * | 2016-11-11 | 2018-05-17 | Bauer Spezialtiefbau Gmbh | Foundation element and method for producing a foundation element |
US10711424B2 (en) * | 2016-11-11 | 2020-07-14 | Bauer Spezialtiefbau Gmbh | Foundation element and method for producing a foundation element |
CN115467208A (en) * | 2022-05-27 | 2022-12-13 | 中交第一公路勘察设计研究院有限公司 | Construction method for preventing roadbed frost heaving and thaw collapse damage in existing frozen soil area |
CN115467208B (en) * | 2022-05-27 | 2024-03-26 | 中交第一公路勘察设计研究院有限公司 | Construction method for preventing roadbed frost heaving and thawing sinking diseases in existing frozen soil area |
Also Published As
Publication number | Publication date |
---|---|
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