JP2002235957A - Terrestrial heat exchange equipment in landslide dangerous area - Google Patents

Terrestrial heat exchange equipment in landslide dangerous area

Info

Publication number
JP2002235957A
JP2002235957A JP2001033456A JP2001033456A JP2002235957A JP 2002235957 A JP2002235957 A JP 2002235957A JP 2001033456 A JP2001033456 A JP 2001033456A JP 2001033456 A JP2001033456 A JP 2001033456A JP 2002235957 A JP2002235957 A JP 2002235957A
Authority
JP
Japan
Prior art keywords
landslide
heat
heat exchanger
pile
ground
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.)
Withdrawn
Application number
JP2001033456A
Other languages
Japanese (ja)
Inventor
Yukihiro Yano
幸博 矢野
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kubota Corp
Original Assignee
Kubota Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kubota Corp filed Critical Kubota Corp
Priority to JP2001033456A priority Critical patent/JP2002235957A/en
Publication of JP2002235957A publication Critical patent/JP2002235957A/en
Withdrawn legal-status Critical Current

Links

Classifications

    • 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

Landscapes

  • Cleaning Of Streets, Tracks, Or Beaches (AREA)
  • Road Paving Structures (AREA)

Abstract

PROBLEM TO BE SOLVED: To build with the low installation cost a terrestrial heat exchange equipment capable of effectively preventing any damage on a terrestrial heat exchanger even in a dangerous area due to landslide area. SOLUTION: In a dangerous area due to landslide in which a landslide suppression pile 1 is applied, a terrestrial heat exchanger 4 through which a heat medium Lg passes is disposed in the landslide suppression pile 1 such that an earth layer G and the heat medium Lg around the pile are heat exchanged through a constituent member of the landslide suppression pile 1.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、対地熱交換器を地
中に埋設して、その器内を通過させる熱媒を周囲地層と
熱交換させることで周囲地層から採熱する、又は、周囲
地層へ放熱する対地熱交換設備に関し、特に、地すべり
危険地における対地熱交換設備に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a ground heat exchanger which is buried underground and exchanges heat with a surrounding formation by passing a heat medium passing through the inside of the heat exchanger. The present invention relates to a geothermal heat exchange facility that radiates heat to a stratum, and particularly to a geothermal heat exchange facility in a landslide-hazardous area.

【0002】[0002]

【従来の技術】従来、上記の如き対地熱交換設備では、
熱媒Lgを器内通過させる対地熱交換器4を施設するの
に、図5に示す如く、採熱又は放熱の対象地層Gに形成
した孔DにU字管状や二重管状の対地熱交換器4を挿入
した状態で、その孔Dにセメントミルク等を注入充填し
て、対地熱交換器4を地層G中に直接に埋設していた
(例えば、特開平11―182942号公報参照)。
2. Description of the Related Art Conventionally, in the above-mentioned geothermal heat exchange equipment,
As shown in FIG. 5, a U-shaped or double-tubular ground heat exchanger is formed in a hole D formed in a target layer G for heat collection or heat radiation in order to install the ground heat exchanger 4 for allowing the heat medium Lg to pass through the vessel. With the vessel 4 inserted, the hole D is filled with cement milk or the like, and the ground heat exchanger 4 is directly buried in the formation G (see, for example, JP-A-11-182942).

【0003】[0003]

【発明が解決しようとする課題】しかし、地すべり危険
地では、地すべり抑止杭の施設などにより地すべりの発
生は防止してあるにしても地層が脆弱であるため、上記
の如く地層中に埋設した対地熱交換器4が地層の動き等
で破損する虞が高く、この為、地すべり危険地では、こ
の種の対地熱交換設備が利用されていないのが実情であ
った。
However, in a landslide-prone area, even if landslides are prevented from being generated by landslide prevention piles or the like, the formation is fragile. There is a high possibility that the geothermal exchanger 4 will be damaged due to the movement of the stratum and the like, and therefore, in a landslide-hazardous area, this type of anti-ground heat exchange equipment has not been used.

【0004】また、地すべり危険地についても、この種
の対地熱交換設備により地中を採熱源や放熱源として有
効利用できるようにするため、対地熱交換器4を地層の
動き等に耐え得る頑強なものにして上記の如く地層G中
に埋設することも考えられるが、この場合、対地熱交換
器4を頑強なものにするのにコストが嵩むとともに、そ
の頑強化に伴う対地熱交換器4の大型化及び大重量化で
埋設施工のコストも嵩み、これらのことで全体としての
設備コストが大きく増大してしまう問題が生じる。
[0004] In addition, even in a landslide-hazardous area, in order to use the underground effectively as a heat source and a heat radiator by using this type of ground heat exchange equipment, the ground heat exchanger 4 is robust enough to withstand the movement of the stratum. It is conceivable to bury it in the stratum G as described above, but in this case, it is costly to make the ground heat exchanger 4 robust, and the ground heat exchanger 4 As the size and weight of the device increase, the cost of burying work also increases, which causes a problem that the equipment cost as a whole greatly increases.

【0005】この実情に鑑み、本発明の主たる課題は、
地すべり危険地においても、対地熱交換器の破損を効果
的に防止できる対地熱交換設備を安価な設備コストで構
築できるようにする点にある。
[0005] In view of this situation, the main problems of the present invention are:
Another object of the present invention is to make it possible to construct a ground heat exchange facility capable of effectively preventing damage to a ground heat exchanger even at a landslide-hazardous land at a low facility cost.

【0006】[0006]

【課題を解決するための手段】〔1〕請求項1に係る発
明は、地すべり危険地における対地熱交換設備に係り、
その特徴は、地すべり抑止杭を施設した地すべり危険地
において、熱媒を器内通過させる対地熱交換器を、前記
地すべり抑止杭の構成材を介して杭周囲の地層と器内通
過熱媒とを熱交換させるように前記地すべり抑止杭の内
部に配設してある点にある。
Means for Solving the Problems [1] The invention according to claim 1 relates to a geothermal heat exchange facility in a landslide-hazardous area,
The feature is that in a landslide-hazardous area equipped with landslide prevention piles, a ground heat exchanger that allows a heat medium to pass through the vessel, a layer around the piles and the inside heat medium through the landslide prevention piles through the components of the landslide prevention piles It is located inside the landslide deterrent pile to allow heat exchange.

【0007】つまり、この構成によれば、地すべり抑止
杭の強大な強度をもって対地熱交換器の破損を防止でき
ることから、地すべり抑止杭の内部に配設する対地熱交
換器そのものは、一般地で用いる対地熱交換器と同等程
度の強度を備えるもので済み、これにより、地すべり危
険地においても、対地熱交換器の破損を効果的に防止で
きる対地熱交換設備を安価な設備コストで構築すること
ができる。
In other words, according to this configuration, the ground heat exchanger can be prevented from being damaged with a great strength of the landslide prevention pile. Therefore, the ground heat exchanger itself disposed inside the landslide prevention pile is used on a general land. It only needs to have the same strength as a ground heat exchanger, and this makes it possible to construct a ground heat exchange facility that can effectively prevent damage to the ground heat exchanger at low cost even in landslide hazardous areas. it can.

【0008】〔2〕請求項2に係る発明は、請求項1に
係る発明を実施するのに好適な実施形態を特定するもの
であり、その特徴は、前記対地熱交換器を、前記地すべ
り抑止杭の内部充填材中に埋め込んだ状態にしてある点
にある。
[2] The invention according to claim 2 specifies an embodiment suitable for carrying out the invention according to claim 1, and the feature of the invention is that the ground heat exchanger is connected to the landslide suppression. The point is that it is embedded in the internal filling material of the pile.

【0009】つまり、この構成では、地すべり抑止杭の
内部充填材を伝熱材に利用して、対地熱交換器の器内を
通過させる熱媒を杭周囲の地層と熱交換させ、これによ
り高い熱交換効率(すなわち、採熱効率や放熱効率)を
得るが、地すべり抑止杭の内部に対地熱交換器を配置し
た状態でその杭内に充填材を充填するといった施工形
態、すなわち、地層に形成した孔に対地熱交換器を挿入
配置した状態でその孔にセメントミルクなどを注入充填
するといった一般地での施工と同様の施工形態となるこ
とで、対地熱交換器の設置施工を一般地での設置施工と
同様に能率良く容易に行なうことができ、これにより、
高い熱交換効率を確保しながらも、地すべり危険地での
対地熱交換設備の構築を一層安価にすることができる。
In other words, in this configuration, the internal filler of the landslide prevention pile is used as a heat transfer material, and the heat medium passing through the inside of the anti-ground heat exchanger is heat-exchanged with the stratum around the pile, thereby increasing the height. A heat exchange efficiency (that is, a heat collection efficiency and a heat radiation efficiency) is obtained, but a filling form is filled in the pile with the anti-ground heat exchanger arranged inside the landslide prevention pile, that is, the pile is formed in the stratum. In the state where the ground heat exchanger is inserted in the hole and the hole is filled with cement milk etc., the construction is the same as the construction in the general land, so that the installation of the ground heat exchanger can be performed in the general land. It can be performed efficiently and easily as well as installation and construction.
While ensuring high heat exchange efficiency, construction of a ground heat exchange facility in a landslide-hazardous area can be further reduced.

【0010】[0010]

【発明の実施の形態】図1は地すべり危険地を示し、こ
の地すべり危険地では、地すべり対策として、杭先端を
地すべり面mよりも下方の不動地層Gaにまで至らせた
鋼管製の地すべり抑止杭1を列状に並べて多数施設して
ある(いわゆる鋼管杭工による地すべり防止)。
DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 shows a landslide-hazardous land. In this landslide-hazardous land, as a landslide countermeasure, a landslide prevention pile made of a steel pipe with a pile tip reaching an immovable formation Ga below a landslide surface m. A number of facilities are arranged in rows (so-called steel pipe piles prevent landslides).

【0011】一方、図2は融雪設備を示し、2は路面等
の融雪対象箇所に設置した融雪用熱交換器、3は蒸気圧
縮式のヒートポンプ回路HPを内蔵した屋外設置式のパ
ッケージ型ヒートポンプ装置、4は対地熱交換器、5は
ヒートポンプ回路HPの凝縮器Cと融雪用熱交換器2と
の間で負荷側熱媒Lrを負荷側ポンプPrにより循環さ
せる負荷側循環路、6はヒートポンプ回路HPの蒸発器
Eと対地熱交換器4との間で地熱採取用熱媒Lgを熱源
側ポンプPgにより循環させる熱源側循環路である。
On the other hand, FIG. 2 shows a snow melting facility, 2 is a snow melting heat exchanger installed at a snow melting target place such as a road surface, and 3 is an outdoor installation type package heat pump device having a built-in vapor compression heat pump circuit HP. 4, a ground heat exchanger; 5, a load-side circulation path for circulating the load-side heat medium Lr by the load-side pump Pr between the condenser C of the heat pump circuit HP and the snow-melting heat exchanger 2; The heat source side circulation path circulates the geothermal heat medium Lg between the HP evaporator E and the ground heat exchanger 4 by the heat source side pump Pg.

【0012】つまり、この融雪設備では、負荷側熱媒L
r及び地熱採取用熱媒Lgを循環させながらヒートポン
プ回路HPを運転することにより、対地熱交換器4で地
熱採取用熱媒Lgを周囲地層Gと熱交換させて周囲地層
Gから採熱するとともに、その採取熱をヒートポンプ回
路HPにより昇温した上で負荷側熱媒Lrに付与して融
雪用熱交換器2で放熱させ、これにより、融雪対象箇所
の融雪を行なう。
That is, in this snow melting facility, the load side heat medium L
By operating the heat pump circuit HP while circulating r and the geothermal heat medium Lg, the geothermal heat medium Lg is exchanged with the surrounding formation G by the anti-ground heat exchanger 4 to collect heat from the surrounding formation G. Then, the collected heat is heated by the heat pump circuit HP and then applied to the load-side heat medium Lr to be radiated by the heat exchanger 2 for snow melting, thereby melting the snow at the target of snow melting.

【0013】5aはヒートポンプ回路HPの圧縮機、5
bはヒートポンプ回路HPの膨張弁である。また、負荷
側熱媒Lr及び地熱採取用熱媒Lgには夫々、ブライン
を用いている。
5a is a compressor of the heat pump circuit HP, 5a
b is an expansion valve of the heat pump circuit HP. Further, brine is used for the load side heat medium Lr and the geothermal heat medium Lg, respectively.

【0014】そして、この融雪設備では、融雪対象箇所
が上記地すべり危険地の近隣であることに対し、この地
すべり危険地の地熱を対地熱交換器4により採取して融
雪に利用するようにしてあり、具体的には、上記した地
すべり抑止杭1のうちの何本かを選択して、図3の
(イ)に示す如く、それら選択した地すべり抑止杭1の
内部に対地熱交換器4を配設してあり、これにより、地
すべり危険地においても地層の動きなどに原因する対地
熱交換器4の破損を確実に防止した状態で地熱を採取で
きるようにしてある。
In this snow melting facility, while the target of the snow melting is in the vicinity of the landslide-hazardous land, the geothermal heat of the landslide-hazardous land is collected by the geothermal heat exchanger 4 and used for snow melting. More specifically, some of the above-mentioned landslide prevention piles 1 are selected, and a ground heat exchanger 4 is arranged inside the selected landslide prevention piles 1 as shown in FIG. Thus, even in a landslide-hazardous area, geothermal heat can be collected in a state in which damage to the geothermal heat exchanger 4 due to movement of the stratum is reliably prevented.

【0015】対地熱交換器4は、同図3の(イ),
(ロ)及び図4に示す如く、地熱採取用熱媒Lgを管内
通過させる2本のU字状伝熱管4a,4b、及び、管先
端を開口させたセメントミルク注入管4cを束ね状態で
一体化したものであり、この対地熱交換器4を地すべり
抑止杭1の杭内に設置するにあたっては、一般地におい
て地層に形成した縦穴に対地熱交換器4を設置する場合
と同様に、地中に打設された地すべり抑止杭1の内部に
対地熱交換器4を挿入配置した状態で、セメントミルク
注入管4cから杭内にセメントミルクを注入する。
The ground heat exchanger 4 is shown in FIG.
As shown in (b) and FIG. 4, the two U-shaped heat transfer tubes 4a and 4b through which the geothermal heat transfer medium Lg passes, and the cement milk injection tube 4c having an open tube end are integrated in a bundled state. When the ground heat exchanger 4 is installed in the pile of the landslide prevention pile 1, the ground heat exchanger 4 is installed in the vertical hole formed in the stratum in the general ground in the same way as the ground heat exchanger 4 is installed. The cement milk is injected into the pile from the cement milk injection pipe 4c in a state where the anti-ground heat exchanger 4 is inserted and arranged inside the landslide prevention pile 1 placed in the pile.

【0016】すなわち、このセメントミルクの注入によ
り、地すべり抑止杭1の内部において対地熱交換器4を
セメント材S中に埋め込んだ状態にし、これにより、そ
のセメント材Sを伝熱材にした状態で、対地熱交換器4
の器内(すなわち、U字状伝熱管4a,4bの管内)を
通過させる地熱採取用熱媒Lgを、U字状伝熱管4a,
4bの管壁、杭内充填材であるセメント材S、地すべり
抑止杭1の構成材である鋼管壁を介して杭1の周囲地層
G(前述の不動地層Ga及びその上方の移動地層Gb)
と効率的に熱交換させる。
That is, by injecting the cement milk, the ground heat exchanger 4 is buried in the cement material S inside the landslide prevention pile 1, whereby the cement material S is used as a heat transfer material. , Ground heat exchanger 4
(Ie, inside the U-shaped heat transfer tubes 4a and 4b), the geothermal heat transfer medium Lg is passed through the U-shaped heat transfer tubes 4a and 4b.
4b, a cement layer S as a filler in the pile, and a steel layer wall as a constituent material of the landslide prevention pile 1, a surrounding formation G of the pile 1 (the above-described immovable formation Ga and a moving formation Gb above it).
And heat exchange efficiently.

【0017】なお、4dは対地熱交換器4の杭内への挿
入を容易にする錘である。
Reference numeral 4d denotes a weight for facilitating insertion of the ground heat exchanger 4 into the pile.

【0018】〔別実施形態〕次に別実施形態を列記す
る。
[Another Embodiment] Next, another embodiment will be described.

【0019】前述の実施形態では、鋼管製の地すべり抑
止杭1の内部に対地熱交換器4を配設する例を示した
が、対地熱交換器の配設対象とする地すべり抑止杭は鋼
管製杭に限定されるものではなく、例えば、地すべり危
険地で地層に孔を形成して、その孔内に鉄筋組を設けた
状態で孔内にコンクリートを充填することにより形成す
る鉄筋コンクリート製の地すべり抑止杭(いわゆる深礎
工による地すべり抑止杭)を配設対象とし、この鉄筋コ
ンクリート製の地すべり抑止杭の内部に対地熱交換器
を、杭構成材であるコンクリート材中に埋め込む状態で
配設するようにしてもよい。
In the above-described embodiment, the example in which the ground heat exchanger 4 is disposed inside the steel pipe landslide prevention pile 1 has been described. However, the landslide prevention pile to which the ground heat exchanger is to be mounted is made of steel pipe. It is not limited to piles.For example, landslide prevention made of reinforced concrete formed by forming a hole in the stratum in a landslide-hazardous area and filling the hole with concrete in a state where a reinforcing bar set is provided in the hole Piles (so-called landslide prevention piles made by deep foundation work) are to be installed, and the reinforced concrete landslide prevention piles should be equipped with a geothermal heat exchanger embedded in the concrete material that is the pile component. You may.

【0020】また、対地熱交換器を地すべり抑止杭の内
部充填材中に埋め込んだ状態にする場合、その杭内充填
材にはセメント材やコンクリート材に限らず、伝熱性を
有するものであれば種々の材質のものを採用できる。
In the case where the anti-ground heat exchanger is embedded in the internal filling material of the landslide prevention pile, the filling material in the pile is not limited to a cement material or a concrete material, but may be any material having heat conductivity. Various materials can be adopted.

【0021】地すべり抑止杭の内部に配設する対地熱交
換器の具体的な構造は、どのようなものであってもよ
く、前述の実施形態で示した構造に限られるものではな
い。
The specific structure of the anti-ground heat exchanger disposed inside the landslide prevention pile may be any structure, and is not limited to the structure described in the above embodiment.

【0022】前述の実施形態では、対地熱交換器4で杭
1の周囲地層Gから採取した熱をヒートポンプ回路HP
により昇温した上で融雪に用いるようにしたが、場合に
よっては、対地熱交換器4と融雪用熱交換器2との間で
熱媒を直接に循環させるようにしてもよい。
In the above-described embodiment, the heat collected from the surrounding stratum G of the pile 1 by the ground heat exchanger 4 is used as the heat pump circuit HP
Is used for melting the snow after the temperature is raised. However, in some cases, the heat medium may be directly circulated between the ground heat exchanger 4 and the heat exchanger 2 for melting snow.

【0023】本発明による対地熱交換設備は、対地熱交
換器で器内通過熱媒を周囲地層と熱交換させて周囲地層
から採熱する場合に限らず、逆に対地熱交換器で熱媒を
周囲地層と熱交換させて周囲地層へ放熱する場合にも適
用でき、例えば、冷熱発生用ヒートポンプ装置(冷凍
機)における凝縮器と対地熱交換器との間で熱媒を循環
させて、そのヒートポンプ装置の排温熱を地中に放熱し
たり、冷却対象箇所に配置した冷却用熱交換器と対地熱
交換器との間で熱媒を循環させて、地中への放熱により
冷却対象箇所を冷却するなどしてもよい。
The geothermal heat exchange equipment according to the present invention is not limited to the case where the heat medium passing through the vessel is exchanged with the surrounding formation by the ground heat exchanger to collect heat from the surrounding formation. Can be applied to the case where heat is exchanged with the surrounding formation to radiate heat to the surrounding formation. For example, a heat medium is circulated between a condenser and a ground heat exchanger in a heat pump device (refrigerator) for generating cold heat, The heat exhaust heat of the heat pump device is radiated into the ground, or the heat medium is circulated between the cooling heat exchanger located at the cooling target and the ground heat exchanger. It may be cooled.

【0024】本発明の実施において、対地熱交換器で地
中から採熱する場合、その採取熱の用途は、融雪に限ら
ず凍結防止や暖房あるいは物品加熱など、どのようなも
のであってもよく、また、対地熱交換器で地中へ放熱す
る場合、その放熱の目的も冷房排熱の廃棄や物品冷却な
ど、どのようなものであってもよい。
In the practice of the present invention, when heat is taken from the ground by a ground heat exchanger, the use of the collected heat is not limited to snow melting, but may be any type such as prevention of freezing, heating or heating of articles. In addition, when the heat is radiated into the ground by the ground heat exchanger, the purpose of the heat radiation may be any purpose such as disposal of cooling exhaust heat and cooling of articles.

【図面の簡単な説明】[Brief description of the drawings]

【図1】地すべり危険地を示す破断斜視図FIG. 1 is a cutaway perspective view showing a landslide danger area.

【図2】融雪設備の設備構成を示す図FIG. 2 is a diagram showing a facility configuration of a snow melting facility;

【図3】対地熱交換器の配設状態を示す側面視断面図FIG. 3 is a side cross-sectional view showing an arrangement state of the anti-ground heat exchanger.

【図4】対地熱交換器の平面視拡大図FIG. 4 is an enlarged plan view of the ground heat exchanger.

【図5】従来の熱交換器配設状態を示す側面視断面図FIG. 5 is a cross-sectional side view showing a conventional heat exchanger arrangement state.

【符号の説明】[Explanation of symbols]

1 地すべり抑止杭 4 対地熱交換器 G 地層 Lg 熱媒 S 杭内充填材 Reference Signs List 1 landslide prevention pile 4 geothermal exchanger G formation Lg heat medium S pile filling material

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 地すべり抑止杭を施設した地すべり危険
地において、熱媒を器内通過させる対地熱交換器を、前
記地すべり抑止杭の構成材を介して杭周囲の地層と器内
通過熱媒とを熱交換させるように前記地すべり抑止杭の
内部に配設してある地すべり危険地における対地熱交換
設備。
In a landslide-hazardous area where a landslide prevention pile is installed, a ground heat exchanger that allows a heat medium to pass through the inside of a landslide prevention pile is connected to a formation around the pile and a inside heat transfer medium through a landslide prevention pile. Heat exchange equipment for a landslide-hazardous area, which is disposed inside the landslide prevention pile so as to exchange heat.
【請求項2】 前記対地熱交換器を、前記地すべり抑止
杭の内部充填材中に埋め込んだ状態にしてある請求項1
記載の地すべり危険地における対地熱交換設備。
2. The ground heat exchanger is embedded in an internal filler of the landslide prevention pile.
Geothermal heat exchange equipment at the landslide hazard area described.
JP2001033456A 2001-02-09 2001-02-09 Terrestrial heat exchange equipment in landslide dangerous area Withdrawn JP2002235957A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001033456A JP2002235957A (en) 2001-02-09 2001-02-09 Terrestrial heat exchange equipment in landslide dangerous area

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001033456A JP2002235957A (en) 2001-02-09 2001-02-09 Terrestrial heat exchange equipment in landslide dangerous area

Publications (1)

Publication Number Publication Date
JP2002235957A true JP2002235957A (en) 2002-08-23

Family

ID=18897204

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP2002235957A (en)

Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0934199A (en) * 1995-07-13 1997-02-07 Ricoh Co Ltd Copying device
WO2004020916A1 (en) * 2002-08-27 2004-03-11 Shengheng Xu A vacuum terrestrial heat-extracting device and an air-conditioning system with the device
JP2005030708A (en) * 2003-07-08 2005-02-03 Sunpot Co Ltd Cooling structure for semiconductor for controlling geothermal heat pump
KR100654151B1 (en) 2003-10-09 2006-12-05 코오롱건설주식회사 Geothermal exchanger using hollow of pile and method of construction thereof
KR100675257B1 (en) 2005-10-13 2007-01-29 삼양에코너지 주식회사 Heat exchanging apparatus for the geothermy heat pump system
JP2009068749A (en) * 2007-09-12 2009-04-02 Furukawa Electric Co Ltd:The Heat exchanger and construction method of the same
JP4727761B1 (en) * 2010-11-04 2011-07-20 大洋基礎株式会社 Cast-in-place concrete piles with steel pipes for underground heat collection
JP2011149663A (en) * 2010-01-25 2011-08-04 Misawa Kankyo Gijutsu Kk U-shaped tube inserting device and method
CN102269485A (en) * 2011-07-12 2011-12-07 天津美意机电设备工程有限公司 Buried-pipe-type ground-source heat pump set
JP2012172937A (en) * 2011-02-23 2012-09-10 Chiyoda Kako Kensetsu Kk Construction method of pipe for heat extraction
JP2013130312A (en) * 2011-12-20 2013-07-04 Takenaka Komuten Co Ltd Method for installing ground heat exchanger
CN103306279A (en) * 2013-06-24 2013-09-18 中国京冶工程技术有限公司 Energy anti-floating pile provided with airbag heat exchanger and construction method
JP2014163554A (en) * 2013-02-22 2014-09-08 Kubota-C. I Co Ltd Construction method of heat exchange equipment of geothermal heat utilization system and geothermal heat utilization system
JP2016223633A (en) * 2016-08-22 2016-12-28 積水化学工業株式会社 Pipeline system using pipeline joint
JP2020180433A (en) * 2019-04-23 2020-11-05 株式会社Ihi建材工業 Geothermal exchange segment and geothermal exchange device
CN114110283A (en) * 2021-10-14 2022-03-01 北京恒利新源地热能科技有限公司 Adapter, geothermal pipe and geothermal extraction system

Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0934199A (en) * 1995-07-13 1997-02-07 Ricoh Co Ltd Copying device
WO2004020916A1 (en) * 2002-08-27 2004-03-11 Shengheng Xu A vacuum terrestrial heat-extracting device and an air-conditioning system with the device
JP2005030708A (en) * 2003-07-08 2005-02-03 Sunpot Co Ltd Cooling structure for semiconductor for controlling geothermal heat pump
KR100654151B1 (en) 2003-10-09 2006-12-05 코오롱건설주식회사 Geothermal exchanger using hollow of pile and method of construction thereof
KR100675257B1 (en) 2005-10-13 2007-01-29 삼양에코너지 주식회사 Heat exchanging apparatus for the geothermy heat pump system
JP2009068749A (en) * 2007-09-12 2009-04-02 Furukawa Electric Co Ltd:The Heat exchanger and construction method of the same
JP2011149663A (en) * 2010-01-25 2011-08-04 Misawa Kankyo Gijutsu Kk U-shaped tube inserting device and method
JP4727761B1 (en) * 2010-11-04 2011-07-20 大洋基礎株式会社 Cast-in-place concrete piles with steel pipes for underground heat collection
JP2012097984A (en) * 2010-11-04 2012-05-24 Taiyo Kiso Kk Cast-in-place concrete pile with steel pipe for extracting geothermal heat
JP2012172937A (en) * 2011-02-23 2012-09-10 Chiyoda Kako Kensetsu Kk Construction method of pipe for heat extraction
CN102269485A (en) * 2011-07-12 2011-12-07 天津美意机电设备工程有限公司 Buried-pipe-type ground-source heat pump set
JP2013130312A (en) * 2011-12-20 2013-07-04 Takenaka Komuten Co Ltd Method for installing ground heat exchanger
JP2014163554A (en) * 2013-02-22 2014-09-08 Kubota-C. I Co Ltd Construction method of heat exchange equipment of geothermal heat utilization system and geothermal heat utilization system
CN103306279A (en) * 2013-06-24 2013-09-18 中国京冶工程技术有限公司 Energy anti-floating pile provided with airbag heat exchanger and construction method
JP2016223633A (en) * 2016-08-22 2016-12-28 積水化学工業株式会社 Pipeline system using pipeline joint
JP2020180433A (en) * 2019-04-23 2020-11-05 株式会社Ihi建材工業 Geothermal exchange segment and geothermal exchange device
CN114110283A (en) * 2021-10-14 2022-03-01 北京恒利新源地热能科技有限公司 Adapter, geothermal pipe and geothermal extraction system

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