JPS6170361A - Underground cold storage - Google Patents
Underground cold storageInfo
- Publication number
- JPS6170361A JPS6170361A JP19237184A JP19237184A JPS6170361A JP S6170361 A JPS6170361 A JP S6170361A JP 19237184 A JP19237184 A JP 19237184A JP 19237184 A JP19237184 A JP 19237184A JP S6170361 A JPS6170361 A JP S6170361A
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- cold storage
- underground
- concrete
- cold
- 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
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
「産業上の利用分野」
この発明#i構築が容易で、ランニングコストの安価な
地下低温倉庫に関するものである。DETAILED DESCRIPTION OF THE INVENTION "Field of Industrial Application" This invention #i relates to an underground low temperature warehouse that is easy to construct and has low running costs.
「従来の技術」
従来、低温倉庫として、地下空間を貯蔵場所としたもの
が知られている。この地下倉庫は、地下空間が年間を通
じて温度および湿度がほぼ一定の値を示し、地盤自体の
熱容量が大きいことから外気温湿度の変動を受けk〈く
、その結果、貯蔵う/ニングコストが少なくて済む利点
があり、このような地下倉庫Kt!、内部IC5lI氷
ビツトを設け、この製氷ピットに冬季の外冷気や安価な
深夜電力により蓄冷熱し、その冷熱エネルギー忙よって
さらに庫内を低温一定に保つことができるようにしたも
のがある。"Conventional Technology" Conventionally, low-temperature warehouses that use underground spaces as storage locations are known. In this underground warehouse, the temperature and humidity in the underground space remain almost constant throughout the year, and the heat capacity of the ground itself is large, so it is not susceptible to fluctuations in outside temperature and humidity, and as a result, storage costs are low. This kind of underground warehouse has the advantage of being easy to use! , an internal IC5lI ice bit is installed, and this ice making pit stores cold heat using outside cold air in winter or cheap late-night electricity, and uses the cold energy to keep the inside of the refrigerator at a constant low temperature.
「発明が解決しようとする問題点」
上記地下低温倉庫において、その地盤が構造上安全な岩
盤状のものである場合にはさして問題とはならないが、
地盤が岩盤以外の場合にはそのままだと地下空間の構造
体としての強度上問題があるので、補強のためにコンク
リートを地下空間の壁、床、天井をどの円面に打設する
必要があり、従来、それを実施している。``Problem to be solved by the invention'' In the above-mentioned underground cryogenic warehouse, if the ground is rock-like, which is structurally safe, this will not be much of a problem.
If the ground is other than bedrock, there will be problems with the strength of the structure of the underground space if it is left as is, so it is necessary to pour concrete into the walls, floor, and ceiling of the underground space on which circular surface for reinforcement. , which has traditionally been done.
ところで、このコンクリートの打i3I際して当然コン
クリート型枠の搬出入が必要となるが、周知のように、
型枠は1儀、容積ともに比較的大きいため、搬出入業務
が繁雑となり、しかも、地下空間という限定された作業
空間では作業上様々な制約が発生して作業がむずかしく
、構築工数の増大をきたしている。By the way, when pouring concrete, it is naturally necessary to transport the concrete formwork, but as is well known,
The formwork is relatively large in size and volume, making loading and unloading operations complicated.Moreover, in the limited underground work space, various restrictions arise, making the work difficult and increasing the number of construction man-hours. ing.
この発明は上記事情に鑑みてなされたもので、ランニン
グコストが安価で、しかも構築が容易な地下低温倉庫を
提供することを目的とするものである。This invention was made in view of the above circumstances, and aims to provide an underground low-temperature warehouse that has low running costs and is easy to construct.
r問題点を解決するための手段」
この発明に係る地下低温倉庫は、従来の型枠の替シに、
内部に貯水可能を容器状に形成するとともに互いに上下
左右方向に連結可能に構成された型枠を使用し、この形
状の型枠を使って補強用のコンクリートを打設し、型枠
Fi解体せずに、そのま1残し、この型枠の内部に水を
入れ、これら多数の型枠を製氷ピットとして使用するよ
うKしたものである。"Means for Solving Problems" The underground low temperature warehouse according to the present invention replaces the conventional formwork,
A formwork is used that has a container shape that can store water inside and can be connected to each other in the vertical and horizontal directions.The formwork with this shape is used to pour reinforcing concrete, and the formwork Fi is dismantled. Instead, one of the molds was left as is, water was poured into the molds, and many of these molds were used as ice-making pits.
「作 用」
上記構成によれば、各型枠は中空な注水可能な容器状に
形成されているので、小型、04fで搬送および組立て
しやすく、また、コンクリート打設後#ia氷ピットと
して使用するので無駄がなく、搬出の手間も不必要とな
るので溝築工数の大幅な削減が可能となる。"Function" According to the above configuration, each formwork is formed into a hollow container shape that can be filled with water, so it is small and easy to transport and assemble at 04F, and can also be used as an #ia ice pit after concrete pouring. This eliminates waste and eliminates the need for carrying out the work, making it possible to significantly reduce the number of man-hours required for trench construction.
以下、この発明を実施例によりさらに詳しく説明する。Hereinafter, this invention will be explained in more detail with reference to Examples.
「実施例」
第1図はこの発明の一実施例を示すもので、図中符号I
Fi貯蔵場所とする地下空間を示すものである。この地
下空間1の内壁面1&VC#′i補強のためにコンクリ
ート2が打設されており、このコンクリート2の庫内側
には打設時に使用した特殊構造の型枠c以下、型枠兼蓄
冷熱槽と称す)3が多数連結畜れ、内壁面に固定されて
いる。"Embodiment" FIG. 1 shows an embodiment of the present invention, and reference numeral I in the figure shows an embodiment of the present invention.
This shows an underground space where Fi is stored. Concrete 2 is poured to reinforce the inner wall surface 1 &VC#'i of this underground space 1, and inside the concrete 2, there is a formwork c of a special structure used at the time of pouring, and a formwork that also serves as a cold storage heat source. A large number of tanks (referred to as tanks) 3 are connected and fixed to the inner wall surface.
この型枠兼蓄冷熱#i13は、142図(〜、(h)K
示すように、周囲が密閉された箱型の容器であり、その
上下左右面はそれぞれ外方に鍔状に延出これて、連結用
の7ランク部3aとなっている。この7ランク部3aK
Fi、多数の型枠兼蓄冷熱槽3を互いに上下左右に連結
するためのボルト孔4・・・が穿設ブれている。また、
この型枠兼蓄冷熱槽3に、Fi、図示しない給水口と排
水口とが設けられており、設置後、内部処水を貯えるこ
とができるようKなっている。This formwork and cold storage heat #i13 is shown in Figure 142 (~, (h)K
As shown, it is a box-shaped container whose periphery is sealed, and its upper, lower, left, and right surfaces each extend outward in the shape of a brim to form a seven-rank portion 3a for connection. This 7 rank part 3aK
Fi, bolt holes 4 for connecting a large number of formwork/cool storage heat tanks 3 to each other vertically and horizontally are bored. Also,
This formwork and cold storage heat tank 3 is provided with a water supply port and a drainage port (not shown), so that treated water can be stored inside after installation.
従って、この型枠兼蓄冷熱M3は、補強用コンクリート
打設のために、地下空間lの内壁面に沿って多数個連結
し、多数のアンカー5,6によって固定し、これら型枠
兼蓄冷熱槽3と内壁面1&との間に:Iンクリート2を
打設した後も、そのまま11存ζせておき、製氷ピット
として使用することができる。この型枠兼蓄冷熱槽3は
、上記したように1設置後、単に貯水しただけでも冬季
における庫内への外冷気の侵入を受けて蓄冷熱すること
ができるが、外冷気を利用する場合、この型枠の1II
IJ!!邪にIfK内と貯水とを熱的化連通ζせるヒー
トパイプを取りつけたり、地盤に外冷気を直接この型枠
兼蓄冷熱槽3内に導入するための外冷気導入孔を設けれ
ば、さらに効率的な蓄冷熱を行なうことができる。また
、深夜電力を利用して蓄冷熱を行なう場合には、庫外に
?t?r凍機を設置し、プラインを介して型枠兼蓄冷熱
槽3内の製氷を行なうようにすればよい。Therefore, this formwork/cold storage heat M3 is connected in large numbers along the inner wall surface of the underground space l and fixed with a large number of anchors 5, 6 for pouring reinforcing concrete. Even after installing the concrete 2 between the tank 3 and the inner wall surface 1, it can be left as is and used as an ice making pit. As described above, after the formwork and cold storage heat tank 3 is installed, even if it simply stores water, it can store cold heat when cold air from outside enters the chamber in winter, but when using cold air from outside, , 1II of this formwork
IJ! ! If you install a heat pipe that thermally connects the IfK interior and the water storage, or provide an outside cold air introduction hole in the ground to directly introduce outside cold air into this formwork and cold storage heat tank 3, it will be even better. Efficient cold storage and heat storage can be performed. Also, when storing cold heat using late-night electricity, is it possible to store it outside the refrigerator? T? An r-freezing machine may be installed to make ice in the formwork/cold storage heat tank 3 via a prine.
上記したように1この型枠兼蓄冷熱槽3が小型な中空容
器なので、軽量で搬送しやすく、かつ、型枠組付は作業
を行ないやすく、また、コンクリート打設後は、そのま
ま残存させて、内部に水を注入するととによって蓄冷熱
用の製氷ピットとしても使用できるので、型枠の解体、
搬出の手間が不用となり、r4築工数を大幅に削減する
ことが可能となる。As mentioned above, the formwork and cold storage heat tank 3 is a small hollow container, so it is lightweight and easy to transport, and the formwork is easy to assemble, and after concrete is poured, it can be left as is. By injecting water inside, it can also be used as an ice making pit for storing cold heat, making it easy to disassemble the formwork and
There is no need to carry out the work, and the number of man-hours required for R4 construction can be significantly reduced.
なお、上記実施例においては、型枠兼蓄冷熱槽の形状を
筒形としたが、この形状に限定されることなく、同様の
効果を発揮するものならd他の形状でもよい。例えば、
短軸中空な六角柱状とすれば、型枠組付後、その構造が
いわゆるハニカム構造となるので、高い強度の地下構造
体を構成することができる。従って、既設または、掘削
後の地下空間#C構築する方法ばかりで外く、例えば、
大きな凹地の中に上記短軸中空な六角柱状の形枠兼蓄冷
熱槽を組み合せてハニカム構造のドーム状の中空碑造体
を形成し、この外側にコンクリートを打設し、最後に土
砂をかぶせて上記凹地を埋めれば、比較的大きな地下低
温倉庫を容8に、Q築することができる。なお、この時
、水を注入して製氷ピットとして使用する型枠は、側壁
部分だけとし、天井1分は全体の強叱を保持するため忙
注水せず、空のままの軽量状’A4Kしておくことが望
ましい。In the above embodiment, the shape of the formwork and cold storage heat tank is cylindrical, but it is not limited to this shape, and other shapes may be used as long as they exhibit the same effect. for example,
If the shape is a hexagonal column with a hollow short axis, the structure becomes a so-called honeycomb structure after the formwork is assembled, so that a high-strength underground structure can be constructed. Therefore, there are only methods for constructing an existing underground space or an underground space #C after excavation, for example,
A dome-shaped hollow monument with a honeycomb structure is formed by combining the short-axis hollow hexagonal column-shaped frame and cold storage heat tank in a large depression.Concrete is poured on the outside of this structure, and finally it is covered with earth and sand. By filling in the depression mentioned above, a relatively large underground low-temperature warehouse with a capacity of 8 and Q can be constructed. At this time, water was injected into the formwork to be used as an ice-making pit only on the side walls, and water was not poured into the ceiling for 1 minute to maintain the overall strength. It is desirable to keep it.
「効果」
以上説明したように、この発明の地下低温倉庫は、その
構築用の型枠が中空な注水可能な容器状に形成されてい
るので、小型、1破で搬送および組立てしやすく、また
、コンクリート打設後は製氷ビットとして使用するので
無駄がなく、搬出の手間も不必要となるので構築工数の
大幅な削減が可能となる利点を有する。"Effects" As explained above, the underground low temperature warehouse of the present invention has a construction formwork shaped like a hollow container that can be filled with water, so it is small and easy to transport and assemble in one piece. After concrete is poured, it is used as an ice-making bit, so there is no waste, and there is no need to carry it out, so it has the advantage of significantly reducing construction man-hours.
第1図および第2図(荀(b)はこの発明に係る地下低
温倉庫の一実施同な示すもので、丸1図は縦断面図、第
2図ζa)#i* ’FAの−[+f?面視した正+f
ff図、第2図(blヰ同峨邪の一部断面祝した側面図
である。
1・・・・・・地下空間、l&・川・・内債面、3・旧
・・型枠兼蓄冷熱槽。Figures 1 and 2 (Xun (b) show the same implementation of an underground low temperature warehouse according to the present invention, circle 1 is a vertical sectional view, and Figure 2 ζa) +f? positive + f
Fig. ff, Fig. 2 (This is a partially cross-sectional side view of the same building. Cold storage heat tank.
Claims (1)
下左右方向に連結可能に構成された多数の型枠兼蓄冷熱
槽が地下空間の内面にこの内面を所定間隔を置いて覆う
ように互いに連結固定され、これら連結固定された型枠
兼蓄冷熱槽と地下空間内面との間隙に補強用のコンクリ
ートが打設されてなることを特徴とする地下低温倉庫。A large number of formwork-cum-cold storage/thermal tanks formed in the shape of a container that can store water inside and can be connected to each other vertically and horizontally are connected to each other so as to cover the inner surface of the underground space at predetermined intervals. An underground low-temperature warehouse characterized in that reinforcing concrete is placed in the gap between the connected and fixed formwork/cold storage heat tank and the inner surface of the underground space.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP19237184A JPS6170361A (en) | 1984-09-13 | 1984-09-13 | Underground cold storage |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP19237184A JPS6170361A (en) | 1984-09-13 | 1984-09-13 | Underground cold storage |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6170361A true JPS6170361A (en) | 1986-04-11 |
JPH0144984B2 JPH0144984B2 (en) | 1989-10-02 |
Family
ID=16290170
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP19237184A Granted JPS6170361A (en) | 1984-09-13 | 1984-09-13 | Underground cold storage |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6170361A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1999037959A1 (en) * | 1998-01-22 | 1999-07-29 | Daicolo Co., Ltd. | Storage equipment and storage method |
US6418746B1 (en) | 1998-01-22 | 2002-07-16 | Daicolo Co., Ltd. | Storage equipment and storage method |
JP2010144943A (en) * | 2008-12-16 | 2010-07-01 | Tsuchiya Tokushu Nokigu Seisakusho:Kk | Ice storage facility using cylindrical water tank and the cylindrical water tank |
-
1984
- 1984-09-13 JP JP19237184A patent/JPS6170361A/en active Granted
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1999037959A1 (en) * | 1998-01-22 | 1999-07-29 | Daicolo Co., Ltd. | Storage equipment and storage method |
US6418746B1 (en) | 1998-01-22 | 2002-07-16 | Daicolo Co., Ltd. | Storage equipment and storage method |
JP2010144943A (en) * | 2008-12-16 | 2010-07-01 | Tsuchiya Tokushu Nokigu Seisakusho:Kk | Ice storage facility using cylindrical water tank and the cylindrical water tank |
Also Published As
Publication number | Publication date |
---|---|
JPH0144984B2 (en) | 1989-10-02 |
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