JP2636608B2 - Underground thermal storage tank - Google Patents

Underground thermal storage tank

Info

Publication number
JP2636608B2
JP2636608B2 JP3311326A JP31132691A JP2636608B2 JP 2636608 B2 JP2636608 B2 JP 2636608B2 JP 3311326 A JP3311326 A JP 3311326A JP 31132691 A JP31132691 A JP 31132691A JP 2636608 B2 JP2636608 B2 JP 2636608B2
Authority
JP
Japan
Prior art keywords
underground
layer
storage tank
heat
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.)
Expired - Lifetime
Application number
JP3311326A
Other languages
Japanese (ja)
Other versions
JPH05118589A (en
Inventor
利親 高澤
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.)
Toda Corp
Original Assignee
Toda 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 Toda Corp filed Critical Toda Corp
Priority to JP3311326A priority Critical patent/JP2636608B2/en
Publication of JPH05118589A publication Critical patent/JPH05118589A/en
Application granted granted Critical
Publication of JP2636608B2 publication Critical patent/JP2636608B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Central Heating Systems (AREA)
  • Central Air Conditioning (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、構造物における冷暖房
用装置の熱効率を良くする地下蓄熱槽に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an underground heat storage tank for improving the thermal efficiency of a cooling / heating device in a structure.

【0002】[0002]

【従来の技術】従来、構造物の冷暖房装置は運転時の最
大ピークに間に合うように容量を設定しているが、これ
では不経済になるため、当該装置の能力が最大ピークに
は足りなくても、その足りない分を冷暖房を使用しない
深夜などに、冷水又は温水にして地下2重床内に貯熱槽
を設けて貯えておき、ピーク時の熱源として使用してい
る。例えば、図2に示すように、コンクリート躯体15
の地下部に設けられたピット16内に熱媒体の水17を
貯えておき、構造物の地下部を蓄熱層とするものであ
る。
2. Description of the Related Art Conventionally, a cooling and heating apparatus for a structure is set to have a capacity in time for the maximum peak during operation. However, this is uneconomical, and the capacity of the apparatus is not sufficient for the maximum peak. In addition, the shortage is converted to cold or hot water at midnight when cooling and heating are not used, and a heat storage tank is provided in a double-layered underground floor and stored as a heat source during peak times. For example, as shown in FIG.
The water 17 of the heat medium is stored in a pit 16 provided in the underground part of the structure, and the underground part of the structure is used as a heat storage layer.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、上述の
蓄熱層では、前記ピット16を蓄熱層とするために大き
なスペースを必要としコストが嵩むという問題があり、
また、熱媒体の水17により熱応力が生じてコンクリー
ト躯体15の壁面にひび割れが生じる、と言った欠点が
存在した。
However, in the above-mentioned heat storage layer, there is a problem that a large space is required to make the pits 16 a heat storage layer and the cost increases.
In addition, there is a defect that thermal stress is generated by the water 17 of the heat medium and cracks are generated on the wall surface of the concrete frame 15.

【0004】本発明は、上記の課題に鑑みてなされたも
ので、構造物の地下に広いスペースを必要とせずに、地
盤の土層を有効に蓄熱層として利用する地下蓄熱槽を提
供することを目的とする。
[0004] The present invention has been made in view of the above problems, and provides an underground heat storage tank that effectively uses a ground layer as a heat storage layer without requiring a large space under the structure. With the goal.

【0005】[0005]

【課題を解決するための手段】本発明の上記課題を解決
し上記目的を達成するための要旨は、構造物を構築する
際に地盤を根切りして山留めとして設けられる連続地中
壁の下端部を前記地盤の不透水層にまで延設させて構造
物の下部の土層を囲繞するとともに、該連続地中壁の内
側に周囲土層と断熱する断熱層を設け、周囲を前記連続
壁でそして上下方向では構造物の地下躯体と不透水層と
で囲まれた前記土層に、熱源設備及び空調機に連通され
た吐出管と吸水管の一端部を貫入せしめたことに存す
る。
The gist of the present invention to solve the above-mentioned problems and achieve the above-mentioned object is to form a lower end of a continuous underground wall which is provided as a ground retaining by cutting off the ground when constructing a structure. Part extending to the water-impermeable layer of the ground to surround the lower soil layer of the structure ,
A heat insulating layer is provided on the side to insulate the surrounding soil layer, and the surroundings are connected to the heat source equipment and the air conditioner by the continuous wall and in the vertical direction, the soil layer surrounded by the underground skeleton of the structure and the impermeable layer. That is, one end of the discharge pipe and one end of the water absorption pipe are penetrated.

【0006】[0006]

【作用】本発明の地下蓄熱槽によれば、熱源設備から供
給される熱媒体を地下の土層に貯えるので蓄熱容量が大
きくなり、従来の蓄熱方法に比較して熱媒体の大きな温
度差を必要としない。また、構造物の連続地中壁の内側
に断熱層を形成しているので、周囲の土層の熱的影響を
受けずに、地下蓄熱槽に貯蔵される熱媒体を熱効率よく
利用することができる。更に、構造物においても、連続
地中壁をそのまま地下蓄熱槽として利用するので蓄熱槽
としての2重ピットを構築する必要がなくなり手間がか
からず、構造物自体の重量が軽減される。
According to the underground heat storage tank of the present invention, since the heat medium supplied from the heat source equipment is stored in the underground soil layer, the heat storage capacity is increased, and the temperature difference of the heat medium is large as compared with the conventional heat storage method. do not need. Also, inside the continuous underground wall of the structure
Since the heat insulation layer is formed in the
Heat medium stored in the underground heat storage tank without heat
Can be used. In addition, continuous
Since the underground wall is used as it is as an underground heat storage tank, there is no need to construct a double pit as a heat storage tank, which saves time and effort and reduces the weight of the structure itself.

【0007】[0007]

【実施例】次に、本発明について図面を参照して説明す
る。図1は、本発明に係る地下蓄熱槽の縦断面図であ
る。図において符号1は地下蓄熱槽、2は連続地中壁、
3は不透水層、4は蓄熱槽としての土層、5は熱源設
備、6は空調機、7は吐出管、8は吸水管、9は地盤、
10は支持層、11はコンクリート構造物、12は連続
地中壁の内側に設けられる断熱層、を各々示している。
Next, the present invention will be described with reference to the drawings. FIG. 1 is a longitudinal sectional view of an underground heat storage tank according to the present invention. In the figure, reference numeral 1 indicates an underground heat storage tank, 2 indicates a continuous underground wall,
3 is an impermeable layer, 4 is a soil layer as a heat storage tank, 5 is a heat source equipment, 6 is an air conditioner, 7 is a discharge pipe, 8 is a water absorption pipe, 9 is a ground,
Reference numeral 10 denotes a support layer, 11 denotes a concrete structure, and 12 denotes a heat insulating layer provided inside the continuous underground wall.

【0008】本発明に係る地下蓄熱槽1は、地盤9を根
切りして山留めに連続地中壁2を構築する際に、該連続
地中壁2の下端部2aを地盤9の不透水層3に到達する
まで延設する。そして、断熱材で連続地中壁2の内側に
断熱層12を形成する。この連続地中壁2で地層4を囲
繞するに、該地層4を平面的に見て細かく区割りするよ
うにして地中壁2を設けるようにしてもよい。
In the underground heat storage tank 1 according to the present invention, the lower end 2a of the continuous underground wall 2 is connected to the impermeable layer of the ground 9 when the continuous underground wall 2 is constructed by cutting the ground 9 and retaining the ground. Extend until you reach 3. Then, a heat insulating layer 12 is formed inside the continuous underground wall 2 with a heat insulating material. In order to surround the formation 4 with the continuous underground wall 2, the underground wall 2 may be provided so that the formation 4 is finely divided in a plan view.

【0009】そして、構造物11の地下部を構築すると
きに、熱源設備5及び空調機6に連通する吐出管7と吸
水管8との一端部を、前記連続地中壁2で囲繞された土
層4に貫入させる。該各々吐出管7と吸水管8の端部か
らは熱媒体である水が注水もしくは吸水されるものであ
る。
When the underground part of the structure 11 is constructed, one end of the discharge pipe 7 and the water absorption pipe 8 communicating with the heat source equipment 5 and the air conditioner 6 are surrounded by the continuous underground wall 2. Penetrate the soil layer 4. Water as a heat medium is injected or absorbed from the ends of the discharge pipe 7 and the water absorption pipe 8, respectively.

【0010】図1に示す一例では、前記吐出管7を地層
4の下部間で深く貫入させて、吸水管8を地層4に浅く
貫入させてある。勿論地層4は水の流入や流出の作用が
確保される必要があるので透水性のあるものでなければ
ならない。
In the example shown in FIG. 1, the discharge pipe 7 penetrates deeply between the lower portions of the stratum 4, and the water absorption pipe 8 penetrates shallowly into the stratum 4. Of course, the stratum 4 must be permeable because it is necessary to ensure the inflow and outflow of water.

【0011】このように地下蓄熱槽1を構築したことに
より、前記連続地中壁2と、構造物11の底部と不透水
層3とで水密に囲繞された地層4に、熱源設備5から吐
出管7を介して熱媒体の水が蓄積される。この地層4に
蓄積された水は連続地中壁の内側に設けられた断熱材で
形成される断熱層12によって周囲土層の熱影響を受け
にくいので、水の温度変化が少ない。しかも地層4全体
を利用するので熱容量も大きい。
By constructing the underground heat storage tank 1 in this way, the heat source equipment 5 discharges the continuous underground wall 2 and the formation 4 watertightly surrounded by the bottom of the structure 11 and the impermeable layer 3. The water of the heat carrier is accumulated via the pipe 7. The water accumulated in this stratum 4 is the heat insulating material provided inside the continuous underground wall.
Since the heat insulating layer 12 formed is less susceptible to the heat of the surrounding soil layer , the temperature of the water changes little. Moreover, since the entire formation 4 is used, the heat capacity is large.

【0012】そして、冷暖房用として空調機6に吸水管
から吸水される水は、熱源設備5から吐出された水と
ほぼ同程度の温度を維持しているので、前記空調機6で
効率よく熱交換され、装置が小さくて済む。前記吐出管
と吸水管8は冷暖房の条件により、最も都合のよいよう
に注水と吸水の関係を逆にしてもよい。
The air conditioner 6 is provided with a water suction pipe for cooling and heating.
The water absorbed from 8 keeps substantially the same temperature as the water discharged from the heat source equipment 5, so that the heat is efficiently exchanged by the air conditioner 6 and the size of the device can be reduced. The relationship between water injection and water absorption may be reversed between the discharge pipe and the water absorption pipe 8 depending on the cooling and heating conditions as most convenient.

【0013】前記土層4は地盤9の土をそのまま利用す
るものであるが、地盤の条件によっては、砂,砂利,礫
の層を構築するようにしてもよい。
The soil layer 4 uses the soil of the ground 9 as it is. However, depending on the conditions of the ground, a layer of sand, gravel or gravel may be constructed.

【0014】[0014]

【発明の効果】以上説明したように、本発明の地下蓄熱
槽は、構造物を構築する際に地盤を根切りして山留めと
して設けられる連続地中壁の下端部を前記地盤の不透水
層にまで延設させて構造物の下部の土層を囲繞するとと
もに、該連続地中壁の内側に周囲土層と断熱する断熱層
を設け、周囲を前記連続壁でそして上下方向では構造物
の地下躯体と不透水層とでかこまれた前記土層に、熱源
設備及び空調機に連通された吐出管と吸水管との一端部
を貫入せしめたので、地下蓄熱槽の周囲の土層の熱的影
響を受けないようになり、熱源設備に使用される熱媒体
が使用温度に近い状態で地下に大量蓄積され且つ使用さ
れるので、冷暖房装置が小さくて済む。
As described above, the underground heat storage tank of the present invention is constructed such that the lower end of a continuous underground wall provided as a mountain retaining structure by cutting the ground when constructing a structure is formed by impermeable layer of the ground. It surrounds the bottom of the soil layer of the structure by extending to a result DOO
A heat insulation layer that insulates the surrounding soil layer inside the continuous underground wall
The provided, one end of the soil layer surrounded by the underground building frame and the impermeable layer of the structure in the continuous wall a and the vertical direction around the discharge tube and the suction pipe communicating with the heat source equipment and the air conditioner The thermal shadow of the soil layer around the underground thermal storage tank
The air conditioner is not affected, and a large amount of the heat medium used for the heat source equipment is accumulated and used underground at a temperature close to the use temperature, so that the cooling and heating device can be small.

【0015】また、地盤の土層をそのまま蓄熱槽として
利用するので、その構築においてコスト的にも安価にな
り、構造物の重量も低減できる。
In addition, since the soil layer of the ground is used as it is as a heat storage tank, the construction cost is low and the weight of the structure can be reduced.

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

【図1】本発明に係る地下蓄熱層の縦断面図である。FIG. 1 is a longitudinal sectional view of an underground heat storage layer according to the present invention.

【図2】従来例に係る地下蓄熱層の縦断面図である。FIG. 2 is a longitudinal sectional view of an underground heat storage layer according to a conventional example.

【符号の説明】[Explanation of symbols]

1 地下蓄熱槽、2 連続地中壁、3 不透水層、4
蓄熱槽としての土層、5熱源設備、6 空調機、7 吐
出管、8 吸水管、9 地盤、10 支持層、11 コ
ンクリート構造物、12 断熱層。
1 Underground thermal storage tank, 2 continuous underground wall, 3 impermeable layer, 4
Soil layer as heat storage tank, 5 heat source equipment, 6 air conditioner, 7 discharge pipe, 8 water absorption pipe, 9 ground, 10 support layer, 11 concrete structure, 12 heat insulation layer.

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】構造物を構築する際に地盤を根切りして山
留めとして設けられる連続地中壁の下端部を前記地盤の
不透水層にまで延設させて構造物の下部の土層を囲繞
るとともに、該連続地中壁の内側に周囲土層と断熱する
断熱層を設け、周囲を前記連続壁でそして上下方向では
構造物の地下躯体と不透水層とで囲まれた前記土層に、
熱源設備及び空調機に連通された吐出管と吸水管の一端
部を貫入せしめたことを特徴としてなる地下蓄熱槽。
When a structure is constructed, the lower end of a continuous underground wall provided as a mountain retaining structure by cutting the ground to extend to the water-impermeable layer of the ground to form a lower soil layer of the structure. It is surrounded
And insulate the surrounding soil layer inside the continuous underground wall
A heat insulation layer is provided, the periphery of which is the continuous wall and, in the vertical direction, the soil layer surrounded by an underground skeleton of the structure and an impermeable layer,
An underground heat storage tank characterized in that one end of a discharge pipe and one end of a water suction pipe connected to a heat source facility and an air conditioner are penetrated.
JP3311326A 1991-10-31 1991-10-31 Underground thermal storage tank Expired - Lifetime JP2636608B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3311326A JP2636608B2 (en) 1991-10-31 1991-10-31 Underground thermal storage tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3311326A JP2636608B2 (en) 1991-10-31 1991-10-31 Underground thermal storage tank

Publications (2)

Publication Number Publication Date
JPH05118589A JPH05118589A (en) 1993-05-14
JP2636608B2 true JP2636608B2 (en) 1997-07-30

Family

ID=18015789

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3311326A Expired - Lifetime JP2636608B2 (en) 1991-10-31 1991-10-31 Underground thermal storage tank

Country Status (1)

Country Link
JP (1) JP2636608B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2684968B2 (en) * 1993-08-25 1997-12-03 鹿島建設株式会社 Artificial aquifer heat storage system
NL1021629C2 (en) * 2002-10-11 2004-04-14 Gti Holding Nv Thermal energy storage method, e.g. for greenhouses, comprises hole filled with liquid having lower density than that in surrounding water table
JP6190145B2 (en) * 2013-04-18 2017-08-30 株式会社イゼナ Heating and cooling system with underground heat storage layer that stores positive heat and negative heat

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5310790A (en) * 1976-07-10 1978-01-31 Nippon Synthetic Chem Ind Fibre sizing agent component
JPS5811529B2 (en) * 1979-03-23 1983-03-03 日本地下水開発株式会社 How to use groundwater
JPH01247607A (en) * 1988-03-29 1989-10-03 Nippon Chikasui Kaihatsu Kk Underground heat accumulation type snow melting method and device therefor

Also Published As

Publication number Publication date
JPH05118589A (en) 1993-05-14

Similar Documents

Publication Publication Date Title
US4010731A (en) Heat storage tank
US5477703A (en) Geothermal cell and recovery system
CN108000694A (en) Pretensioning prestressed concrete track board assembly line curing system and its application
CN107552554A (en) Extracting condensation and Separate System of Water-jet for the thermal desorption reparation of contaminated site original position
JP2636608B2 (en) Underground thermal storage tank
CN207288343U (en) Extracting condensation and Separate System of Water-jet for the thermal desorption reparation of contaminated site original position
JP2012215377A (en) Underground heat exchange system and installing method of heat exchange well
JPH07190503A (en) Method and apparatus for collecting terrestrial heat
WO2024045494A1 (en) Apparatus for solidifying soft soil in water-rich area by combining thermal evaporation with electro-osmosis
CN108678400A (en) Automatic climbing brooder system in extremely frigid zones building structure and its construction method
CN205857136U (en) A kind of channel thermal-insulating leakage-resistant plate
GB2028992A (en) Support for a tank which includes at least a bottom portion which is part-spherical
JP2000154985A (en) Underground heat storage system
JPH07116694B2 (en) Circulating well pump device
JP2700998B2 (en) Circulation type geothermal utilization equipment
US4326364A (en) In-ground, insulated swimming pool construction and method
RU2007512C1 (en) Earth dam with frozen curtain in body and foundation
CN216950397U (en) Concrete pouring structure for soft soil water-rich stratum freezing method contact channel
CN115653820B (en) Power generation method utilizing pot cover effect
JPH06137689A (en) Terrestrial heat taking device
US4190761A (en) Heat loss control system for building heat sumps
JPH05272105A (en) Road snow melting device provided with solar device on slope face
JPS5855340Y2 (en) heat storage water tank
SU1677178A1 (en) Method of thermal strengthening of ground
JPS6011982Y2 (en) Underfloor frost heaving prevention device in cold storage warehouses