JPH04312477A - Gymnastic structure - Google Patents

Gymnastic structure

Info

Publication number
JPH04312477A
JPH04312477A JP10670991A JP10670991A JPH04312477A JP H04312477 A JPH04312477 A JP H04312477A JP 10670991 A JP10670991 A JP 10670991A JP 10670991 A JP10670991 A JP 10670991A JP H04312477 A JPH04312477 A JP H04312477A
Authority
JP
Japan
Prior art keywords
cavity
space
pressure
air
humidity
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
Application number
JP10670991A
Other languages
Japanese (ja)
Other versions
JP2919111B2 (en
Inventor
Tomio Tamura
富雄 田村
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.)
Mitsui Construction Co Ltd
Original Assignee
Mitsui Construction Co Ltd
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 Mitsui Construction Co Ltd filed Critical Mitsui Construction Co Ltd
Priority to JP10670991A priority Critical patent/JP2919111B2/en
Publication of JPH04312477A publication Critical patent/JPH04312477A/en
Application granted granted Critical
Publication of JP2919111B2 publication Critical patent/JP2919111B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PURPOSE:To provide an environment similar to a highland by forming a space in the base ground, and providing a decompressing means capable of reducing the pressure of the space and an air conditioning means capable of adjusting the temperature and humidity. CONSTITUTION:In a gymnastic structure, a base rock 40 is excavated to provide a flat nearly semi-circular cavity 2, a nearly elliptically circular track 31 is provided on the bottom face 2b, a groove-shaped trench 22 capable of discharging the underground water is provided on the outer periphery, a pool 30 storing water 33 is provided in the track 31. A waterproof sheet 20 is provided on the inner periphery 40a of the base rock 40 in contact with the cavity 2, and a gap space 7 is formed. A gallery 3 is provided to communicate the cavity 2 to the atmospheric air 39 outside the base rock 40, and a pressure adjusting chamber 12 is provided to seal the cavity 2. A conduit tube 5 is provided above the gallery 3, and a blower 10 capable of discharging the air in the cavity 2 through the conduit tube 5 to control the pressure and an air conditioner 11 capable of controlling the temperature and humidity in the cavity 2 are provided.

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、運動選手等が使用する
運動用構築物に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to athletic constructs used by athletes and the like.

【0002】0002

【従来の技術】従来、マラソン・ランナー、長距離走者
等の運動選手は、心肺等の呼吸、循環機能の向上を図る
ために、3000m以上の高山で訓練を行なってきた。 ところが、国内には、交通の便が悪いことや冬期の降雪
等のために高所訓練所が設けられなかったため、アメリ
カ、メキシコ等へ遠征し訓練を行なっていた。
BACKGROUND OF THE INVENTION Conventionally, athletes such as marathon runners and long-distance runners have trained at high mountains of 3,000 meters or higher in order to improve their cardiopulmonary and other respiratory and circulatory functions. However, because there were no high-altitude training facilities in Japan due to poor transportation and heavy snowfall in the winter, they traveled to the United States, Mexico, and other countries to conduct training.

【0003】0003

【発明が解決しようとする課題】しかし、これでは、多
くの遠征費用・移動時間を要するので容易に訓練できず
、また、時差等により体調に影響を及ぼした。一方、地
上に高山等の高地の環境を模擬した設備を建造するには
、その内部の気圧を高地相当の気圧に調整するので大気
圧との気圧差に耐え得る強度を有した堅固な構造体を必
要とし、また、該高地相当の気圧を保持するためや、温
度、湿度制御のために多大なエネルギを消費する等設備
が大掛かりになる。
[Problems to be Solved by the Invention] However, this method requires a lot of expense and travel time, making it difficult to train easily, and time differences affect physical condition. On the other hand, in order to build equipment on the ground that simulates the environment of high altitudes such as high mountains, the internal pressure is adjusted to the pressure equivalent to that of high altitudes, so it is necessary to build a solid structure that has the strength to withstand the difference in pressure from atmospheric pressure. In addition, maintaining the atmospheric pressure equivalent to the high altitude and controlling temperature and humidity require large-scale equipment, consuming a large amount of energy.

【0004】本発明は、上記事情に鑑み、安価に構築で
き、省エネルギ効果があり、保守管理が容易である高地
と同等の環境を作りだす運動用構築物を提供することを
目的とする。
[0004] In view of the above circumstances, an object of the present invention is to provide an exercise structure that can be constructed at low cost, has an energy saving effect, is easy to maintain, and creates an environment equivalent to that of a highland.

【0005】[0005]

【課題を解決するための手段】即ち、本発明による運動
用構築物は、基礎地盤(40)を有し、前記基礎地盤(
40)中に、空間(2)を形成し、また、前記基礎地盤
(40)中に、前記空間(2)の内外を連絡する通路(
3、12)を設け、前記空間(2)に、該空間(2)の
圧力を減少し得る減圧手段(5、10)を接続する形で
設け、また、前記空間(2)に、該空間(2)の温度、
湿度を調整し得る空気調整手段(11)を接続する形で
設け、更に、前記空間(2)内に、運動設備(30、3
1)を設けて構成される。
[Means for Solving the Problems] That is, an athletic structure according to the present invention has a foundation ground (40), the foundation ground (
A space (2) is formed in the foundation ground (40), and a passage (
3, 12), and the space (2) is provided with a pressure reducing means (5, 10) that can reduce the pressure in the space (2), and the space (2) is provided with a (2) temperature,
Air conditioning means (11) capable of adjusting humidity is provided in a connected manner, and exercise equipment (30, 3) is provided in the space (2).
1).

【0006】また、本発明による運動用構築物は、上述
の運動用構築物において、前記空間(2)に接する基礎
地盤(40)の内周面(40a)に、水を集水し得る集
水手段(20、21、22)を設けて構成される。
[0006] In addition, in the above-mentioned exercise structure, the exercise structure according to the present invention further includes water collection means capable of collecting water on the inner peripheral surface (40a) of the foundation ground (40) that is in contact with the space (2). (20, 21, 22).

【0007】なお、括弧内の番号等は、図面における対
応する要素を示す便宜的なものであり、従って、本記述
は図面上の記載に限定拘束されるものではない。以下の
「作用」の欄についても同様である。
Note that the numbers in parentheses are for convenience to indicate corresponding elements in the drawings, and therefore, this description is not limited to the descriptions in the drawings. The same applies to the "effect" column below.

【0008】[0008]

【作用】上記した構成により、本発明は、減圧時に空間
(2)内外の気圧差により生じる荷重を基礎地盤(40
)が受けるように作用する。また、基礎地盤(40)中
の温度、湿度は一年を通じ変化が少なく、また、基礎地
盤(40)は気密性が良いように作用する。更に、基礎
地盤(40)の内周面(40a)に滲み出た地下水や結
露した水が集水手段(20、21、22)により遮断集
水されて外部に排出されるように作用する。
[Operation] With the above-described configuration, the present invention can reduce the load caused by the pressure difference between the inside and outside of the space (2) during depressurization.
) acts as if it were received. Further, the temperature and humidity in the foundation ground (40) do not change much throughout the year, and the foundation ground (40) acts to have good airtightness. Furthermore, the groundwater and condensed water seeping into the inner peripheral surface (40a) of the foundation ground (40) are blocked and collected by the water collection means (20, 21, 22) and discharged to the outside.

【0009】[0009]

【実施例】以下、本発明の実施例を図面に基づき説明す
る。図1は、本発明による運動用構築物の一実施例を示
す断面図、図2は、図1に示した運動用構築物の平面図
、図3は、図1に示した運動用構築物の防水シートの取
付け部分の拡大図である。
Embodiments Hereinafter, embodiments of the present invention will be explained based on the drawings. FIG. 1 is a sectional view showing an embodiment of the athletic structure according to the present invention, FIG. 2 is a plan view of the athletic structure shown in FIG. 1, and FIG. 3 is a waterproof sheet of the athletic structure shown in FIG. It is an enlarged view of the attachment part.

【0010】本発明による運動用構築物は、図1に示す
ように、岩盤40中の地下構造物1を有し、地下構造物
1には、岩盤40を掘削した扁平な半略球状に形成され
た空洞2が設けられている。空洞2には、図中下方に水
平な底面2bが設けられており、底面2bには、図2に
示すように、運動選手が運動し得る略楕円環状のトラッ
ク31が設けられている。トラック31の外周には、ト
ラック31に沿う形で、図1に示すように、底面2bを
掘削した地下水等を排出し得る溝状のトレンチ22が設
けられており、また、トラック31の内部には、底面2
bを掘削した形で運動選手が水泳し得るプール30が水
33を貯溜して設けられている。また、図1に示すよう
に、空洞2に接する岩盤40の上部の内周面40aには
、該内周面40aを覆う形で防水シート20が設けられ
ており、防水シート20と内周面40aの間には、間隙
空間7が形成されている。防水シート20は、岩盤40
中に放射状に打ち込まれた複数のアンカー21により岩
盤40に所定間隔で止められている。但し、後述する坑
道3の開口部分及び導管5の開口部分は、2点鎖線で示
すように、防水シート20は、人、空気等の出入りの妨
害にならないように開口部を有している。防水シート2
0の端部20aは、岩盤40中から内周面40aへ滲み
出た地下水等をトレンチ22へ集水する形で設けられて
おり、また、端部20aは、空洞2と間隙空間7の圧力
が等しくなるように空洞2へ開放されている。アンカー
21は、図3に示すように、軸状のアンカーロッド25
及びアンカーロッド25の一方の端部に設けられた2個
の平板状のワッシャ26、26から成っており、アンカ
ーロッド25の他方の端部は、岩盤40に削岩形成され
た穴28に埋設され穴28の空間28aにモルタル27
を充填した形で固定されている。即ち、防水シート20
は、岩盤40に固定されたアンカー21の2個のワッシ
ャ26、26に挾まれる形で固定されている。
As shown in FIG. 1, the exercise structure according to the present invention has an underground structure 1 in a bedrock 40. A cavity 2 is provided. The cavity 2 is provided with a horizontal bottom surface 2b at the bottom in the figure, and the bottom surface 2b is provided with a substantially elliptical ring-shaped track 31 on which an athlete can exercise, as shown in FIG. On the outer periphery of the track 31, a groove-shaped trench 22 is provided along the track 31, as shown in FIG. is bottom 2
A pool 30 in which athletes can swim is provided in the form of an excavated portion b, storing water 33. Further, as shown in FIG. 1, a waterproof sheet 20 is provided on the inner circumferential surface 40a of the upper part of the rock 40 in contact with the cavity 2 to cover the inner circumferential surface 40a, and the waterproof sheet 20 and the inner circumferential surface A gap space 7 is formed between 40a. The waterproof sheet 20 is made of rock 40
It is fixed to the rock 40 at predetermined intervals by a plurality of anchors 21 driven radially inside. However, at the openings of the tunnel 3 and the conduit 5, which will be described later, as shown by two-dot chain lines, the waterproof sheet 20 has openings so as not to obstruct the entry and exit of people, air, etc. Tarpaulin sheet 2
The end portion 20a of 0 is provided to collect underground water etc. seeping out from the rock 40 to the inner circumferential surface 40a into the trench 22, and the end portion 20a is provided to reduce the pressure between the cavity 2 and the gap space 7. are open to the cavity 2 so that they are equal. As shown in FIG. 3, the anchor 21 has a shaft-shaped anchor rod 25.
and two flat washers 26, 26 provided at one end of the anchor rod 25, and the other end of the anchor rod 25 is buried in a hole 28 drilled in a rock 40. Mortar 27 is placed in the space 28a of the hole 28.
It is fixed in a filled form. That is, the waterproof sheet 20
is fixed between two washers 26 and 26 of an anchor 21 fixed to a bedrock 40.

【0011】更に、図1に示すように、空洞2には、坑
道3が図中左右方向に空洞2と岩盤40外の大気39を
連絡する形で水平に設けられている。坑道3の空間3a
には、空洞2内と大気39を隔て空洞2を密閉する形で
圧力調整室12が設けられており、圧力調整室12は、
空洞2内へ人が出入りする際に空洞2内圧力を下げず、
かつ圧力差による人体への影響を取り除くように設けら
れている。更に、空洞2には、導管5が坑道3の上方で
図中左右方向に空洞2と大気39を結ぶ形で設けられて
おり、導管5の大気39側の端部には、空洞2内の空気
を導管5の空間5aを通して排出し空洞2内の気圧を制
御し得るブロワ10が設けられている。更に、空洞2に
は、空洞2内の温度、湿度を制御し得る空気調整装置1
1が設けられている。
Furthermore, as shown in FIG. 1, a tunnel 3 is provided horizontally in the cavity 2 in a manner that connects the cavity 2 with the atmosphere 39 outside the rock 40 in the left-right direction in the figure. Space 3a of mine shaft 3
A pressure adjustment chamber 12 is provided in a manner that separates the inside of the cavity 2 from the atmosphere 39 and seals the cavity 2, and the pressure adjustment chamber 12 is
When a person enters and exits the cavity 2, the pressure inside the cavity 2 is not lowered,
Moreover, it is provided to eliminate the influence on the human body due to the pressure difference. Further, in the cavity 2, a conduit 5 is provided above the tunnel 3 in the left-right direction in the figure to connect the cavity 2 and the atmosphere 39, and at the end of the conduit 5 on the atmosphere 39 side, A blower 10 is provided which allows air to be evacuated through the space 5a of the conduit 5 and to control the air pressure within the cavity 2. Furthermore, the cavity 2 is equipped with an air conditioning device 1 that can control the temperature and humidity inside the cavity 2.
1 is provided.

【0012】本発明による運動用構築物は、以上のよう
な構成を有するので、運動選手の訓練を行なう際は、ブ
ロワ10を作動させて空洞2内の空気を導管5を通して
大気39側に排気し、空洞2内の圧力を減圧し所定気圧
に設定する。一方、運動選手等は、坑道3を通って空洞
2内に入る。即ち、図1中左方から坑道3に入り、圧力
調整室12の図示しない空洞2側の扉は閉じた状態で大
気39側の扉から圧力調整室12内に入り、前記所定気
圧に体調を順応させる。次に、大気39側の扉は閉じた
状態で空洞2側の扉を開けて空洞2内に入り、大気39
側の空気が空洞2内に流入し空洞2内の気圧が上昇する
ことを防ぐ。従って、圧力調整室12で前記所定気圧に
体調を順応させることにより、運動選手等は、空洞2内
へ移行しても前記減圧された気圧による体調への影響は
無くなる。また、前記図示しない2枚の扉を交互に開閉
することにより、大気39側の空気が流入しないので、
空洞2内の気圧は前記所定気圧に保持される。更に、空
洞2を減圧することによる大気圧との気圧差により生じ
る荷重を強固な岩盤40が受けるので、地上に設けるよ
りも安価に空洞2を構築することができる。また、空洞
2内の温度、湿度は、空気調整装置11により所定の値
に調整されるが、空洞2を岩盤中に設けたので一年を通
して温度、湿度変化は少ない。即ち、地中の温度は、夏
期は大気中の温度に較べ低く、冬期は大気中の温度に較
べ高くなるので、空洞2内の温度、湿度制御のために消
費するエネルギは少なくて済む。また、岩盤40の気密
性も良いので、気圧調整に要するエネルギも少なくて済
む。従って、空洞2内の所定気圧の保持、温度、湿度の
制御に要するエネルギは、空洞を地上に設けた場合に較
べて省エネルギ効果がある。更に、空洞2の内周面40
aを防水シート20で覆い、岩盤中から内周面40aに
滲み出る地下水や壁面に結露した水を防水シート20に
より遮断しトレンチ22に集水して外部に排水するよう
にしたので、内部に雨が降らず運動選手は快適に訓練が
でき、また、トラック31等の運動設備も濡れないので
保守管理が容易である。
[0012] Since the athletic structure according to the present invention has the above-mentioned configuration, when an athlete is training, the blower 10 is operated to exhaust the air in the cavity 2 through the conduit 5 to the atmosphere 39 side. , the pressure inside the cavity 2 is reduced and set to a predetermined atmospheric pressure. On the other hand, athletes and the like enter the cavity 2 through the tunnel 3. That is, one enters the tunnel 3 from the left side in FIG. 1, enters the pressure adjustment chamber 12 through the door on the atmosphere 39 side with the door on the cavity 2 side (not shown) of the pressure adjustment chamber 12 closed, and adjusts the physical condition to the predetermined pressure. Adapt. Next, while the door on the atmosphere 39 side is closed, open the door on the cavity 2 side to enter the cavity 2, and enter the atmosphere 39.
This prevents side air from flowing into the cavity 2 and increasing the air pressure inside the cavity 2. Therefore, by adjusting the physical condition of the athlete to the predetermined atmospheric pressure in the pressure adjustment chamber 12, even if the athlete moves into the cavity 2, the reduced atmospheric pressure will not affect the physical condition of the athlete or the like. Also, by alternately opening and closing the two doors (not shown), air from the atmosphere 39 side will not flow in.
The air pressure inside the cavity 2 is maintained at the predetermined air pressure. Furthermore, since the solid rock 40 bears the load caused by the pressure difference between the cavity 2 and the atmospheric pressure caused by reducing the pressure in the cavity 2, the cavity 2 can be constructed at a lower cost than when it is installed on the ground. Further, the temperature and humidity inside the cavity 2 are adjusted to predetermined values by the air conditioning device 11, but since the cavity 2 is provided in the rock, there are few changes in temperature and humidity throughout the year. That is, since the temperature underground is lower than the temperature in the atmosphere in the summer and higher than the temperature in the atmosphere in the winter, less energy is consumed for controlling the temperature and humidity inside the cavity 2. Furthermore, since the rock mass 40 has good airtightness, less energy is required for atmospheric pressure adjustment. Therefore, the energy required to maintain a predetermined atmospheric pressure and control the temperature and humidity inside the cavity 2 is more effective than when the cavity is provided above ground. Furthermore, the inner peripheral surface 40 of the cavity 2
A is covered with a waterproof sheet 20, and the waterproof sheet 20 blocks out groundwater seeping from the bedrock to the inner circumferential surface 40a and water condensing on the wall, collects the water in the trench 22, and drains it to the outside. Athletes can train comfortably because it doesn't rain, and maintenance is easy because exercise equipment such as the track 31 does not get wet.

【0013】上述の実施例においては、図1に示すよう
に、半略球状に形成された空洞2を水平な坑道3を介し
て大気39側に連結した運動用構築物について説明した
が、空洞2は、内部にプール30、トラック31等の運
動設備を設けることができる限りどのような形状でも良
く、また坑道3は、必ずしも水平に設ける必要はない。 また、プール30、トレンチ22は、水を貯溜及び排出
できれば良く、底面2bを掘削して設けなくても良い。
In the above-mentioned embodiment, as shown in FIG. 1, an exercise structure was described in which a semi-spherical cavity 2 was connected to the atmosphere 39 through a horizontal tunnel 3. The shaft 3 may have any shape as long as exercise facilities such as a pool 30 and a track 31 can be provided therein, and the shaft 3 does not necessarily have to be provided horizontally. Moreover, the pool 30 and the trench 22 only need to be able to store and discharge water, and do not need to be provided by excavating the bottom surface 2b.

【0014】[0014]

【発明の効果】以上説明したように、本発明による運動
用構築物は、岩盤40等の基礎地盤を有し、前記基礎地
盤中に、空洞2等の空間を形成し、また、前記基礎地盤
中に、前記空間の内外を連絡する坑道3、圧力調整室1
2等の通路を設け、前記空間に、該空間の圧力を減少し
得るブロワ10、導管5等の減圧手段を接続する形で設
け、また、前記空間に、該空間の温度、湿度を調整し得
る空気調整装置11等の空気調整手段を接続する形で設
け、更に、前記空間内に、プール30、トラック31等
の運動設備を設けて構成されるので、基礎地盤中に空間
を設けることにより、減圧時に空間内外の気圧差により
生じる荷重を基礎地盤が受けるので、該荷重に耐え得る
構造物を地上に設けるより安価に空間を構築することが
できる。また、基礎地盤中の温度、湿度は一年を通じ変
化が少なく、また、基礎地盤は気密性が良いので、空間
内の温度、湿度、気圧を調整するために消費するエネル
ギは、空間を地上に設けるより少なくて済み省エネルギ
効果がある。
Effects of the Invention As explained above, the exercise structure according to the present invention has a foundation ground such as a bedrock 40, forms a space such as a cavity 2 in the foundation ground, and , a tunnel 3 connecting the inside and outside of the space, and a pressure adjustment chamber 1
A pressure reducing means such as a blower 10 and a conduit 5 capable of reducing the pressure in the space is connected to the space, and the temperature and humidity of the space are adjusted. By connecting the air conditioning means such as the air conditioning device 11 and the like, and further providing exercise equipment such as the pool 30 and the track 31 within the space, by providing the space in the foundation ground. Since the foundation ground receives the load caused by the difference in air pressure inside and outside the space during depressurization, the space can be constructed at a lower cost than by installing a structure on the ground that can withstand the load. In addition, the temperature and humidity in the foundation ground do not change much throughout the year, and the foundation ground has good airtightness, so the energy consumed to adjust the temperature, humidity, and air pressure in the space is It requires less energy than installing one, and has an energy saving effect.

【0015】また、本発明による運動用構築物は、上述
の運動用構築物において、前記空間に接する基礎地盤の
内周面40aに、水を集水し得る防水シート20、アン
カー21、トレンチ22等の集水手段を設けて構成され
るので、上述の効果に加え、基礎地盤の内周面40aに
滲み出た地下水や結露した水が集水手段により遮断集水
されて外部に排出されるので、内部に雨が降らず快適に
利用することができ、また、運動設備も濡れないので保
守管理が容易である。
[0015] Furthermore, in the above-mentioned exercise structure, the exercise structure according to the present invention includes a waterproof sheet 20, an anchor 21, a trench 22, etc. that can collect water on the inner circumferential surface 40a of the foundation ground in contact with the space. Since it is configured with a water collection means, in addition to the above-mentioned effects, groundwater and condensed water seeping into the inner peripheral surface 40a of the foundation ground are intercepted and collected by the water collection means and discharged to the outside. It can be used comfortably without rain falling inside, and maintenance is easy because the exercise equipment does not get wet.

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

【図1】図1は、本発明による運動用構築物の一実施例
を示す断面図である。
FIG. 1 is a cross-sectional view of one embodiment of an athletic construct according to the present invention.

【図2】図2は、図1に示した運動用構築物の平面図で
ある。
FIG. 2 is a top view of the athletic construct shown in FIG. 1. FIG.

【図3】図3は、図1に示した運動用構築物の防水シー
トの取付け部分の拡大図である。
FIG. 3 is an enlarged view of the waterproof sheet attachment portion of the athletic structure shown in FIG. 1;

【符号の説明】[Explanation of symbols]

2……空間(空洞) 3……通路(坑道) 5……減圧手段(導管) 10……減圧手段(ブロワ) 11……空気調整手段(空気調整装置)12……通路(
圧力調整室) 20……集水手段(防水シート) 21……集水手段(アンカー) 22……集水手段(トレンチ) 30……運動設備(プール) 31……運動設備(トラック) 40……基礎地盤(岩盤) 40a……内周面
2... Space (cavity) 3... Passage (shaft) 5... Pressure reduction means (conduit) 10... Pressure reduction means (blower) 11... Air adjustment means (air adjustment device) 12... Passage (
Pressure adjustment room) 20...Water collection means (waterproof sheet) 21...Water collection means (anchor) 22...Water collection means (trench) 30...Exercise equipment (pool) 31...Exercise equipment (truck) 40... ...Foundation ground (rock) 40a...Inner peripheral surface

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】  基礎地盤を有し、前記基礎地盤中に、
空間を形成し、また、前記基礎地盤中に、前記空間の内
外を連絡する通路を設け、前記空間に、該空間の圧力を
減少し得る減圧手段を接続する形で設け、また、前記空
間に、該空間の温度、湿度を調整し得る空気調整手段を
接続する形で設け、更に、前記空間内に、運動設備を設
けて構成した運動用構築物。
Claim 1: Having a foundation ground, in the foundation ground,
A space is formed, and a passage is provided in the foundation ground to connect the inside and outside of the space, and a decompression means capable of reducing the pressure in the space is connected to the space, and , an exercise structure configured by connecting air conditioning means capable of adjusting the temperature and humidity of the space, and further providing exercise equipment within the space.
【請求項2】  請求項1の運動用構築物において、前
記空間に接する基礎地盤の内周面に、水を集水し得る集
水手段を設けて構成した運動用構築物。
2. The exercise structure according to claim 1, wherein a water collection means capable of collecting water is provided on the inner peripheral surface of the foundation ground in contact with the space.
JP10670991A 1991-04-11 1991-04-11 Athletic structure Expired - Fee Related JP2919111B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10670991A JP2919111B2 (en) 1991-04-11 1991-04-11 Athletic structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10670991A JP2919111B2 (en) 1991-04-11 1991-04-11 Athletic structure

Publications (2)

Publication Number Publication Date
JPH04312477A true JPH04312477A (en) 1992-11-04
JP2919111B2 JP2919111B2 (en) 1999-07-12

Family

ID=14440508

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10670991A Expired - Fee Related JP2919111B2 (en) 1991-04-11 1991-04-11 Athletic structure

Country Status (1)

Country Link
JP (1) JP2919111B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH089812A (en) * 1994-07-05 1996-01-16 Kajima Corp Training facility for race horse
CN103295463A (en) * 2013-05-17 2013-09-11 四川大学 Rock cavity construction simulation test device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH089812A (en) * 1994-07-05 1996-01-16 Kajima Corp Training facility for race horse
CN103295463A (en) * 2013-05-17 2013-09-11 四川大学 Rock cavity construction simulation test device

Also Published As

Publication number Publication date
JP2919111B2 (en) 1999-07-12

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