JPH06346619A - Underground structure - Google Patents

Underground structure

Info

Publication number
JPH06346619A
JPH06346619A JP5165120A JP16512093A JPH06346619A JP H06346619 A JPH06346619 A JP H06346619A JP 5165120 A JP5165120 A JP 5165120A JP 16512093 A JP16512093 A JP 16512093A JP H06346619 A JPH06346619 A JP H06346619A
Authority
JP
Japan
Prior art keywords
underground structure
peripheral wall
floor
hierarchical
support members
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
JP5165120A
Other languages
Japanese (ja)
Other versions
JP3014567B2 (en
Inventor
Hiroshi Muroi
紘 室井
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.)
Individual
Original Assignee
Individual
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
Priority to JP5165120A priority Critical patent/JP3014567B2/en
Application filed by Individual filed Critical Individual
Priority to AT94304156T priority patent/ATE160404T1/en
Priority to ES94304156T priority patent/ES2110698T3/en
Priority to AU64647/94A priority patent/AU677050B2/en
Priority to DE69406872T priority patent/DE69406872T2/en
Priority to EP94304156A priority patent/EP0641896B1/en
Priority to US08/258,660 priority patent/US5775043A/en
Publication of JPH06346619A publication Critical patent/JPH06346619A/en
Priority to US08/814,891 priority patent/US5832680A/en
Application granted granted Critical
Publication of JP3014567B2 publication Critical patent/JP3014567B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime 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
    • Y02BCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
    • Y02B10/00Integration of renewable energy sources in buildings
    • Y02B10/40Geothermal heat-pumps

Landscapes

  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

PURPOSE:To eliminate posts which support multistoried structural bodies, such as a roof, a floor and a floor layer member standing together from the ground. CONSTITUTION:An underground structure 10 comprises a peripheral wall 12 which forms a plurality of support members installed around a conically shaped space in such a fashion that their height may be on the same level and beams 18 whose ends are supported with a plurality of support means and a multistoried structural body 16 having stories separated from the peripheral wall 12 at least at a specified spacing and laid out in the central part. Each hierarchy structural body 16 whose each layer is formed independently, is supported with a plurality of support means, which makes it possible to eliminate substantially posts which are required to connect each multistoried structural member.

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、基本的に地上から立上
げられた柱を必要としない構造物に係り、特に、地面か
ら地下に直接掘り下げた地下構造物に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure which basically does not require a pillar raised from the ground, and more particularly to an underground structure which is dug directly from the ground to the underground.

【0002】[0002]

【従来の技術】従来の建造物は、屋根、床、階層部材を
含む階層構造体は、地面に垂直に立てられた複数の柱に
よって支えられている。従って、2階、3階と階層数が
増えると各柱が支えなければならない重量は増大する。
2. Description of the Related Art In a conventional structure, a hierarchical structure including a roof, a floor, and a hierarchical member is supported by a plurality of pillars which stand vertically on the ground. Therefore, as the number of floors increases, such as the second floor and the third floor, the weight that each pillar must support increases.

【0003】そこで、木造建築物の場合には、原則とし
て4階建以上の階層は建築基準法によって禁止されてお
り、また、鉄筋コンクリート建ての建築物も、柱の太
さ、強度について詳細にその最低限の基準を定めてい
る。
Therefore, in the case of a wooden building, as a general rule, four or more stories are prohibited by the Building Standards Law, and the reinforced concrete building is also detailed in terms of column thickness and strength. It sets minimum standards.

【0004】なお、地下階のある建築物の場合も、最下
層の床面を基準としてそれより上の階層の重量を柱によ
って支えており、地上に建てられた構造物と同様であ
る。
In the case of a building with a basement floor, the weight of the floor above the floor of the lowest floor is supported by columns, which is the same as the structure built on the ground.

【0005】[0005]

【発明が解決しようとする課題】階層の増大に伴い柱の
占める割合が増大することは、構造物の有効利用面積が
減少することを意味し、構造物から柱をなくすことがで
きる無柱構造の構造物の開発が要望されていた。
The increase in the proportion of pillars as the number of floors increases means that the effective use area of the structure decreases, and the pillars can be eliminated from the structure. There was a demand for the development of the structure.

【0006】また、建築物の冷暖房に要するエネルギも
社会問題となっているが、地上に建てられた建築物では
四周が外気に晒らされているため、建築物から膨大なエ
ネルギが無駄に放出されていた。特に、近年の地球の温
暖化によって、夏場の冷房に多大なエネルギが消費さ
れ、現存の発電設備では間に合わない事態も発生してい
る。
Further, the energy required for heating and cooling a building has become a social problem, but in a building built on the ground, four laps are exposed to the outside air, so a huge amount of energy is wastefully released from the building. It had been. In particular, due to recent global warming, a large amount of energy is consumed for cooling in the summer, and there are cases where existing power generation facilities cannot keep up.

【0007】[0007]

【課題を解決するための手段】本発明は、上述した従来
技術の課題に鑑みてなされたもので、実質的に、屋根、
床、階層部材等の階層構造体を支える柱を少なくするこ
とができる地下構造物を提供することを目的とする。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned problems of the prior art.
It is an object of the present invention to provide an underground structure that can reduce the number of columns that support a hierarchical structure such as floors and hierarchical members.

【0008】本発明の地下構造物は、すり鉢状の空間を
形成する周壁部と;すり鉢状の空間の周囲に同一平面高
さとなるように設けられた複数の支持部材と;そして、
複数の支持手段に端部を支えれらた梁と、少くとも周壁
部から所定の間隔を隔てて中央部に配置された階層部を
有する階層構造体と;を含んで構成されている。
The underground structure of the present invention includes a peripheral wall portion forming a mortar-shaped space; a plurality of support members provided around the mortar-shaped space so as to be flush with each other;
A beam whose ends are supported by a plurality of supporting means, and a hierarchical structure having a hierarchical portion arranged at a central portion at least a predetermined distance from the peripheral wall portion.

【0009】本発明の好ましい実施例では、複数の支持
部材が、高さ方向に異なる位置にそれぞれ設けられてお
り、また、階層構造体が、複数の階層を形成するように
設けられ、それによって、多層構造の地下構造物が提供
される。
In a preferred embodiment of the present invention, a plurality of supporting members are provided at different positions in the height direction, and a hierarchical structure is provided so as to form a plurality of hierarchies. A multi-layered underground structure is provided.

【0010】本発明の他の好ましい実施例では、各支持
部材と階層構造体の梁とが緊結されていないために、地
震時における階層構造体の保護が図られている免震地下
構造物が提供される。
In another preferred embodiment of the present invention, a base-isolated underground structure which protects the hierarchical structure at the time of an earthquake is provided because each support member and the beam of the hierarchical structure are not tightly connected. Provided.

【0011】[0011]

【作用】本発明の地下構造物では、複数の支持部材が、
すり鉢状の空間の周囲に同一平面高さとなるように設け
られている。これら複数の支持部材に、階層構造体は支
えられる。
In the underground structure of the present invention, the plurality of support members are
It is provided so as to be flush with the circumference of the mortar-shaped space. The hierarchical structure is supported by the plurality of support members.

【0012】多層構造の地下構造物では、各階層構造体
は、それぞれを支えるため同一平面高さとなるように設
けられた複数の支持部材によって支えられる。従って、
各階層構造体は、相互に独立して支えられており、各支
持部材は、その階層構造体を支えるのに十分な強度を有
していれば足りる。
In an underground structure having a multi-layer structure, each hierarchical structure is supported by a plurality of support members provided so as to have the same plane height for supporting each structure. Therefore,
Each hierarchical structure is supported independently of each other, and it is sufficient that each support member has sufficient strength to support the hierarchical structure.

【0013】階層構造体の中央部に配置された階層部
は、少くとも周壁部から所定の間隔を隔てて設けられ
る。この間隔を大きくとると、太陽光を下の階層にも十
分供給することができる。
The layer portion arranged in the central portion of the layer structure is provided at least at a predetermined distance from the peripheral wall portion. If this interval is set large, sunlight can be sufficiently supplied to the lower floors.

【0014】また、周壁部の水平に対する角度を大きく
とることにより、平面広さ当りの階層数を多くすること
ができる。また、周壁部の水平に対する角度を小さくと
ることにより、太陽光を下の階層に十分供給することも
できる。
Further, by increasing the angle of the peripheral wall portion with respect to the horizontal, it is possible to increase the number of layers per plane width. Further, by setting the angle of the peripheral wall portion with respect to the horizontal to be small, it is possible to sufficiently supply sunlight to the lower layer.

【0015】[0015]

【実施例】以下、図面を用いて本発明の地下構造物につ
いて詳細に説明する。
The underground structure of the present invention will be described in detail below with reference to the drawings.

【0016】図1〜図3は、本発明に係る地下構造物の
一実施例の斜視図、平面図及び縦断面図である。
1 to 3 are a perspective view, a plan view and a vertical sectional view of an embodiment of an underground structure according to the present invention.

【0017】本発明に係る地下構造物10は、概略的
に、すり鉢状の空間を形成する周壁12と、周壁12に
同一平面高さとなるように設けられた複数の支持部材1
4と、そして、複数の支持部材14に支えられた階層構
造体16とを含んで構成されている。
An underground structure 10 according to the present invention is roughly composed of a peripheral wall 12 forming a mortar-shaped space and a plurality of support members 1 provided on the peripheral wall 12 so as to be flush with each other.
4 and a hierarchical structure 16 supported by a plurality of support members 14.

【0018】図において、GLは地面を表しており、地
下構造物10の全体的大きさは、地面GLのレベルで直
径約40m、深さが約20mである。
In the figure, GL represents the ground, and the overall size of the underground structure 10 is about 40 m in diameter and about 20 m in depth at the level of the ground GL.

【0019】図示した実施例では、地下構造物10は6
層構造を有しているが、もちろん、これに限られるもの
ではなく1層以上何層でも良い。各層の高さは等しくと
も、あるいは、異なるようにすることもできる。各層に
おける使用の仕方及び区切りの仕方は任意である。
In the illustrated embodiment, the underground structure 10 has six
Although it has a layered structure, it is needless to say that it is not limited to this, and one or more layers may be used. The height of each layer can be the same or different. The method of use and the way of division in each layer are arbitrary.

【0020】図3に最も良く図示されているように、周
壁12は、地面GLから下方にすり鉢状に堀下げること
によって形成する。周壁12の水平に対する角度は、任
意に選定し得るが、これを大きくすると、平面広さ当り
の階層数を多くすることができ、逆に小さくすると多く
の太陽光を下の階層に供給することもできる。
As best shown in FIG. 3, the peripheral wall 12 is formed by digging downward from the ground GL in a mortar shape. The angle of the peripheral wall 12 with respect to the horizontal can be arbitrarily selected, but if it is made large, the number of floors per plane width can be increased, and conversely, if it is made small, a lot of sunlight is supplied to the lower floors. You can also

【0021】周壁12の平面形状は、図2に示されてい
るような正12角形の他、種々の形状とすることができ
る。図4(a)〜(d)は、その一例で、平面形状が円
形、四角形、楕円形及び概略水滴形状の場合を示してい
る。また、周壁12の垂直断面形状も、図2に示されて
いるようなコンクリート打放し仕上げとした直線的な傾
斜面の他、深くなるほど傾斜が緩くなる円弧状とした
り、段々畑状に樹木、草花を植えるようにすることがで
きる。
The planar shape of the peripheral wall 12 can be various shapes other than the regular dodecagon as shown in FIG. FIG. 4A to FIG. 4D show an example of the case where the planar shape is a circle, a quadrangle, an ellipse, and a general water drop shape. Further, the vertical cross-sectional shape of the peripheral wall 12 is not only a straight sloped surface with a concrete exposed finish as shown in FIG. 2, but also an arc shape in which the slope becomes gentler as it goes deeper, or trees and flowers are gradually formed in a field. Can be planted.

【0022】階層構造体16は、放射状に延びる梁18
とこの梁18上に支えられた階層プレート20とから構
成されている。階層プレート20は、最上階層では、地
下構造物の屋根となり、また、地下1階、地下2階…で
は、それぞれ、地下1階の床面及び地下2階の天井、地
下2階の床面及び地下3階の天井…となる。図示された
実施例では、階層プレート20は、各階層の床面と下の
階層の天井とを兼ねているが、もちろん、別部材とする
こともできる。階層プレート20の外縁と周壁12との
間には、各層とも所定の間隔の空間が形成されている。
この空間の間隔が大きいと、多くの太陽光が下の階層に
供給される。
The hierarchical structure 16 includes beams 18 extending radially.
And a hierarchical plate 20 supported on the beam 18. The floor plate 20 serves as a roof of an underground structure in the uppermost floor, and in the basement 1st floor, the basement 2nd floor ..., the floor of the basement 1st floor and the ceiling of the basement 2nd floor, and the floor of the basement 2nd floor, respectively. Ceiling on the 3rd basement floor. In the illustrated embodiment, the layer plate 20 serves as the floor surface of each layer and the ceiling of the layer below, but of course it can be a separate member. A space having a predetermined interval is formed in each layer between the outer edge of the hierarchical plate 20 and the peripheral wall 12.
If this space is large, much sunlight will be supplied to the lower floors.

【0023】図5は、梁18の端部を支える支持部材1
4の斜視図である。
FIG. 5 shows a supporting member 1 for supporting the ends of the beam 18.
4 is a perspective view of FIG.

【0024】支持部材14は、梁18の端部下面を支え
る水平面14aと梁18が左右に移動して水平面14a
から外れるのを防止する一対の垂直面14b、14bと
を有している。一対の垂直面14b、14bに挟まれた
突当面14cは、梁18の端面が当接するようになって
おり、これにより、梁18、従って、階層構造体16
は、梁18の長手方向に移動するのを阻止されている。
The support member 14 includes a horizontal surface 14a supporting the lower surface of the end of the beam 18 and a horizontal surface 14a formed by moving the beam 18 left and right.
It has a pair of vertical surfaces 14b and 14b for preventing the vertical surfaces 14b and 14b from coming off. The abutting surface 14c sandwiched between the pair of vertical surfaces 14b and 14b is adapted to abut the end surface of the beam 18, whereby the beam 18, and thus the hierarchical structure 16 is contacted.
Are prevented from moving in the longitudinal direction of the beam 18.

【0025】図示された好ましい実施例においては、梁
18と支持部材14との間には、免振クッション22が
介在されており、それにより、地震時における階層構造
体16の保護が図られている。
In the preferred embodiment shown, an isolation cushion 22 is interposed between the beam 18 and the support member 14 to protect the hierarchical structure 16 during an earthquake. There is.

【0026】なお、支持部材14は、種々の方法によ
り、周壁12に同一平面高さとなるように且つ等間隔と
なるように固定される。図示された好ましい実施例で
は、周壁12に、支持部材14のための凹所12aを設
けておき、この凹所12aに支持部材14を嵌合し、従
来周知の慣用手段によって両者を固定している。
The support members 14 are fixed to the peripheral wall 12 so as to have the same plane height and at equal intervals by various methods. In the illustrated preferred embodiment, the peripheral wall 12 is provided with a recess 12a for the support member 14, the support member 14 is fitted into the recess 12a, and both are fixed by a conventionally known conventional means. There is.

【0027】本発明の特徴は、階層構造体16が周壁1
2に同一平面高さとなるように設けられた複数の支持部
材14に支えられているため、各層において原則的に柱
による支持が必要でない点である。しかしながら、図示
された実施例のように、階層構造体16の直径が大きい
場合には、中央部において、補助的に支持を行うことが
できる。すなわち、図示された好ましい実施例において
は、地下構造物10は、その中央部にエレベータ施設2
4を有しており(図3参照)、このエレベータ施設24
の周囲に、各層の階層構造体16の中央部付近をそれぞ
れ補助的に支えることができる柱を設置することができ
る。
The feature of the present invention is that the hierarchical structure 16 is the peripheral wall 1.
2 is supported by a plurality of support members 14 provided so as to have the same plane height, so that it is not necessary to support columns by principle in each layer. However, when the hierarchical structure 16 has a large diameter as in the illustrated embodiment, it is possible to supplementarily support the central portion. That is, in the illustrated preferred embodiment, the underground structure 10 has an elevator facility 2 at the center thereof.
4 (see FIG. 3), this elevator facility 24
Columns that can support the vicinity of the central portion of the layered structure 16 of each layer can be installed around the.

【0028】このようにして構成された地下構造物10
は、構造物の利用空間が地下にあるため、地上の温度変
化に影響されにくい特徴を有している。従って、地球の
温暖化によって夏場の気温が上昇しても、地下構造物は
それに影響されず、冷房に要するエネルギを減少させる
ことができる。また、冬場の暖房も、地熱によって地下
構造物自体が暖められているため、暖房に要するエネル
ギも減少させることができる。
Underground structure 10 constructed in this way
Has a feature that it is not easily affected by temperature changes on the ground because the space used for the structure is underground. Therefore, even if the temperature in summer rises due to global warming, the underground structure is not affected by it, and the energy required for cooling can be reduced. Also, in winter heating, since the underground structure itself is warmed by geothermal heat, the energy required for heating can be reduced.

【0029】さらに、地表面は、運動場、公園、駐車場
等に利用することができると共に、地下構造物は周囲の
音から実質的に隔離されるため、病院、図書館、学校等
の公共建築物にも最適である。
Furthermore, the ground surface can be used as a playground, a park, a parking lot, etc., and the underground structure is substantially isolated from the surrounding sound, so that it can be used in public buildings such as hospitals, libraries and schools. It is also perfect for

【0030】[0030]

【発明の効果】本発明の地下構造物は、すり鉢状の空間
を形成する周壁部と、すり鉢状の空間の周囲に同一平面
高さとなるように設けられた複数の支持部材と、そし
て、複数の支持手段に端部を支えれらた梁及び少くとも
周壁部から所定の間隔を隔てて中央部に配置された階層
部を有する階層構造体とを含んで構成されているため、
各階層構造体は各層独立して複数の支持部材に支えられ
る。従って、実質的に、各階層構造体を接続する柱は不
必要となる効果がある。
The underground structure of the present invention comprises a peripheral wall portion forming a mortar-shaped space, a plurality of support members provided so as to have the same plane height around the mortar-shaped space, and a plurality of support members. Since it is configured to include a beam whose end portion is supported by the supporting means and a hierarchical structure having a hierarchical portion arranged in the central portion at a predetermined distance from at least the peripheral wall portion,
Each layered structure is supported by a plurality of support members independently of each layer. Therefore, there is an effect that the pillar that connects each hierarchical structure is substantially unnecessary.

【0031】また、地下構造物であることにより、冷暖
房に要するエネルギが減少する等、種々の二次的な利点
もある。
Further, the underground structure has various secondary advantages such as reduction of energy required for cooling and heating.

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

【図1】 本発明に係る地下構造物の一実施例の斜視図
である。
FIG. 1 is a perspective view of an embodiment of an underground structure according to the present invention.

【図2】 図1の地下構造物の平面図である。2 is a plan view of the underground structure of FIG. 1. FIG.

【図3】 図1の地下構造物の縦断面図である。FIG. 3 is a vertical sectional view of the underground structure of FIG.

【図4】 (a)〜(d)は、地下構造物の平面形状の
他の実施例を示す平面図である。
4A to 4D are plan views showing another example of the planar shape of an underground structure.

【図5】 梁の端部を支える支持部材の斜視図である。FIG. 5 is a perspective view of a support member that supports an end portion of a beam.

【符号の説明】[Explanation of symbols]

10 地下構造物 12 周壁 14 支持部材 16 階層構造体 18 梁 20 階層プレート 22 免振クッション 24 エレベータ施設 10 Underground Structure 12 Peripheral Wall 14 Supporting Member 16 Hierarchical Structure 18 Beam 20 Hierarchical Plate 22 Vibration Isolation Cushion 24 Elevator Facility

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】すり鉢状の空間を形成する周壁部と;すり
鉢状の空間の周囲に同一平面高さとなるように設けられ
た複数の支持部材と;そして、 前記複数の支持手段に端部を支えれらた梁と、少くとも
前記周壁部から所定の間隔を隔てて中央部に配置された
階層部を有する階層構造体と;を含んで構成されてなる
地下構造物。
1. A peripheral wall portion forming a mortar-shaped space; a plurality of support members provided so as to have the same plane height around the mortar-shaped space; and end portions of the plurality of support means. An underground structure comprising: a supported beam; and a hierarchical structure having a hierarchical portion arranged at a central portion at least a predetermined distance from the peripheral wall portion.
【請求項2】請求項1に記載の地下構造物において、 前記複数の支持部材が、高さ方向に異なる位置にそれぞ
れ設けられており、また、前記階層構造体が、複数の階
層を形成するように設けられていることを特徴とする地
下構造物。
2. The underground structure according to claim 1, wherein the plurality of support members are provided at different positions in the height direction, and the layered structure forms a plurality of layers. An underground structure characterized by being installed like this.
【請求項3】請求項1又は2に記載の地下構造物におい
て、さらに、 前記複数の支持部材と前記階層構造体の梁との間に、免
振クッションがそれぞれ介在されていることを特徴とす
る地下構造物。
3. The underground structure according to claim 1 or 2, further comprising vibration damping cushions interposed between the plurality of support members and the beams of the hierarchical structure. An underground structure that does.
JP5165120A 1993-06-10 1993-06-10 Underground structure Expired - Lifetime JP3014567B2 (en)

Priority Applications (8)

Application Number Priority Date Filing Date Title
JP5165120A JP3014567B2 (en) 1993-06-10 1993-06-10 Underground structure
ES94304156T ES2110698T3 (en) 1993-06-10 1994-06-09 UNDERGROUND CONSTRUCTION.
AU64647/94A AU677050B2 (en) 1993-06-10 1994-06-09 Underground construction
DE69406872T DE69406872T2 (en) 1993-06-10 1994-06-09 Underground structure
AT94304156T ATE160404T1 (en) 1993-06-10 1994-06-09 UNDERGROUND STRUCTURE
EP94304156A EP0641896B1 (en) 1993-06-10 1994-06-09 Underground construction
US08/258,660 US5775043A (en) 1993-06-10 1994-06-10 Underground construction
US08/814,891 US5832680A (en) 1993-06-10 1997-03-21 Underground construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5165120A JP3014567B2 (en) 1993-06-10 1993-06-10 Underground structure

Publications (2)

Publication Number Publication Date
JPH06346619A true JPH06346619A (en) 1994-12-20
JP3014567B2 JP3014567B2 (en) 2000-02-28

Family

ID=15806302

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5165120A Expired - Lifetime JP3014567B2 (en) 1993-06-10 1993-06-10 Underground structure

Country Status (1)

Country Link
JP (1) JP3014567B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06346469A (en) * 1993-06-10 1994-12-20 Hiroshi Muroi Air conditioner of underground structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06346469A (en) * 1993-06-10 1994-12-20 Hiroshi Muroi Air conditioner of underground structure

Also Published As

Publication number Publication date
JP3014567B2 (en) 2000-02-28

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