JPS6055126A - Underground depository and construction thereof - Google Patents

Underground depository and construction thereof

Info

Publication number
JPS6055126A
JPS6055126A JP58159006A JP15900683A JPS6055126A JP S6055126 A JPS6055126 A JP S6055126A JP 58159006 A JP58159006 A JP 58159006A JP 15900683 A JP15900683 A JP 15900683A JP S6055126 A JPS6055126 A JP S6055126A
Authority
JP
Japan
Prior art keywords
plate
main body
underground
side plate
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.)
Granted
Application number
JP58159006A
Other languages
Japanese (ja)
Other versions
JPH0368973B2 (en
Inventor
Tadashi Sagara
相良 忠
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.)
MIYOSHI SANGYO KK
Original Assignee
MIYOSHI SANGYO KK
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 MIYOSHI SANGYO KK filed Critical MIYOSHI SANGYO KK
Priority to JP58159006A priority Critical patent/JPS6055126A/en
Publication of JPS6055126A publication Critical patent/JPS6055126A/en
Publication of JPH0368973B2 publication Critical patent/JPH0368973B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/0007Base structures; Cellars

Abstract

PURPOSE:To support the load of floor boards by a method in which a receiving plate of a width matching the wave width of corrugated plate as side plate is welded to the upper end of a steel side plate consisting of corrugated plate for an underground depository, and a wall plate consisting of flat plate is welded to the upside of the receiving plate. CONSTITUTION:A steel side plate 8 consisting of corrugated plates with racks 11 is erected on the ground, the ground inside the side plate 8 is excavated, and the excavated soil is piled up in the racks 11. The side plate 8 is then settled into the ground under its own weight and the weight of the excavated soil. The soil stored on the rack 11 is properly carried out to the outside and treated. When the upper end 16 of the side plate 8 coincides with the level of the ground, excavation is stopped, the lower end of the side plate 8 is welded to a bottom plate 9 and sealed. A receiving plate 18 with a width matching the wave width of the corrugated plate of the side plate 8 is then welded to the upper end 16 of the plate 8, and a wall plate 10 consisting of flat plates having the height of floor plate is welded to the receiving plate 18 to form a depository.

Description

【発明の詳細な説明】 く技術分類・分野〉 開示技術は、通常の民生用居住住宅等の家屋建屋内の床
板下の地盤内に鋼製等の金属製の地下倉庫構造、及び、
その製造技術分野に属する。
[Detailed Description of the Invention] Technological Classification/Field> The disclosed technology is for the construction of an underground storage structure made of metal such as steel in the ground under the floorboards of a house building such as a normal residential house, and
It belongs to the manufacturing technology field.

〈要旨の解説〉 而して、この出願の発明は、該民生用の居住住宅等の家
屋建屋の床板の下部の地盤において、地中埋設タイプに
形成された金属製の地下倉庫に関づる発明であり、特に
、該地518内での土圧に対抗覆るためにその本体側板
がキーストンブレー1〜等の波板であり、更に、該本体
側板の上端波(波高さ)幅に少くとも相当りる鋼製等の
方形枠型の平板受板が接合され、更に該受板上に同じく
断面方形の金B製等の壁板が上記床板の出入り口に接続
されている地中埋設タイプの地下倉庫と該地下倉庫を地
中に製造する施工方法に係る発明である。
<Explanation of the gist> The invention of this application is an invention related to a metal underground warehouse that is buried underground in the ground below the floorboard of a house building such as a residential house for civilian use. In particular, in order to counteract the earth pressure within the ground 518, the main body side plate is a corrugated plate such as Keystone Brake 1 ~, and furthermore, the main body side plate has a corrugated plate at least equivalent to the width of the upper end wave (wave height) of the main body side plate. A type of underground installation in which a rectangular frame-shaped flat plate receiving plate made of steel or the like is joined, and a wall plate made of metal B or the like having a square cross section is connected to the entrance/exit of the floor plate on the receiving plate. This invention relates to a warehouse and a construction method for manufacturing the underground warehouse underground.

〈従来後Vi > 周知の如く、一般民生用の居住住宅はその敷地内にlヨ
帛生活用具等を収納するプレハブ倉庫等を設置する場合
が多いが、近時これらの設置は極めて困難である。
<Conventional Vi> As is well known, residential houses for general public use often have prefabricated warehouses, etc. installed on their premises to store daily necessities, etc., but these days it is extremely difficult to install these. .

即ち、倉庫を設置する敷地自体が充分に取れず、特に、
都市やその近郊においては積地面積の余裕のある面積が
確保し難く、又、居住用の家屋建屋から該倉庫等への庭
を介しての出入りが煩瑣である等の理由からも必ずしも
充分に活用され得ない不具合がある。
In other words, there is not enough land to set up a warehouse, especially
In cities and their suburbs, it is difficult to secure sufficient area for loading land, and access from residential buildings to warehouses, etc. through gardens is cumbersome, so it is not always possible to have enough land. There are deficiencies that prevent it from being utilized.

更に、プレハブ式の倉庫等にJ3いては暴凡1雨等に対
してもその構造が充分で4fい欠点もあって、実用性に
必ずしも富むとは限つCはいない。
Furthermore, J3 in prefabricated warehouses etc. has the disadvantage that its structure is sufficient to withstand extreme rain, etc., and C does not necessarily have high practicality.

一方、家屋建屋内部に於いては、例えば、台所の床板の
下にプラスチック製の収納箱を設置して該床板を開閉す
ることによりビンや罐等の台所用品等を収納して出し入
れ使用りるボックスタイプのものがあるが、核種のもの
は極め−C容梢が小さく、例えば、扇風機、暖居機等の
大型[1用品を季節毎に出し入れするには不向きな不具
合があった。
On the other hand, inside a residential building, for example, a plastic storage box is installed under the floorboard of the kitchen, and by opening and closing the floorboard, kitchen utensils such as bottles and cans can be stored and taken out. Box-type products are available, but those containing nuclides have very small capacitances, making them unsuitable for transporting large items such as electric fans and heating appliances seasonally.

又、屋根裏を利用して梯子等により物品収納するスペー
スを確保するような態様もあるが、屋根裏の構造からし
て充分な重力や地震力に耐え得るには大幅に家屋内の屋
根裏の構造を変えねばならず、家屋建屋の構造上極めて
高くつく不利点があった。
In addition, there are ways to use the attic to secure space for storing items using ladders, etc., but considering the structure of the attic, it is necessary to significantly modify the structure of the attic inside the house in order to withstand sufficient gravity and seismic force. This had the disadvantage of having to be changed and was extremely expensive due to the construction of the house.

〈発明の目的〉 この出願の発明の目的は上述従来技術に基づく一般民生
用の居住住宅等における日常生活用品の出し入れを行う
倉庫の問題点を解決づ−べぎ技術的課題とし、家屋建屋
の構造に対しても複雑でなく、地震や風雨に対しても強
い家屋建屋の床板下部の地盤利用して地中構造ものとし
ての倉庫を設置して住宅産業におけるプレハブ利用分野
に益する優れた地下倉庫、及び、施工方法を提供せんと
するものである。
<Object of the Invention> The object of the invention of this application is to solve the problems of warehouses for taking out and taking out daily necessities in residential houses etc. based on the above-mentioned prior art. This is an excellent underground structure that is not complex in structure and is resistant to earthquakes and wind and rain, making use of the ground beneath the floorboards of house buildings to install warehouses as underground structures that benefit prefabricated applications in the housing industry. The purpose is to provide warehouses and construction methods.

〈発明の構成〉 上述目的に沿い先述特許請求の範囲を要旨とするこの出
願の発明の構成は、前述問題点を解決するために民生用
居住住宅の家屋建屋の建造前はその建造予定地の地盤に
、又、建造後はその床板の下部の地盤に対して該床板を
所定サイズに開口さ11搬入したキーストンプレートへ
等の鋼製の波板の本体側根をセラ1〜し一〇該本体側板
の内部の地盤を掘削し、該本体側板の重力、或いは、掘
削した土砂の本体側板に載置した重力を利用する等して
これらの自重により該地盤の穴を形成さゼて沈降してゆ
き、設定深さに重力沈降した復線本体側板の上端にその
少くとも波幅と同じ幅を右する鋼製等の方形の平板の受
板を接合し、更に、その上面に受板内縁で同じく方形設
定高さの鋼製等の平板の壁板を接合し、それによって形
成される該受板の一般上面は床づかの設置部分として利
用づる等し、該本体側板の下部には底板を設置し、壁板
の上端は床板と出入り口等を形成して接続させるJ、う
にし、地盤の土圧に対しては該本体側板の波板によって
対抗させ、容易に家屋建1i内で床板から地下倉庫内に
出入りが出来、耐震性が良く風雨にも影響されないよう
にし、充分な収納スペースが確保できるようにした技術
的手段を講じたものである。
<Structure of the Invention> In accordance with the above-mentioned purpose, the structure of the invention of this application, which has the gist of the above-mentioned claims, is that, in order to solve the above-mentioned problems, the structure of the invention of the present application is such that, before the construction of a residential building for civilian use, the structure of the invention is Open the floorboard to a predetermined size in the ground, or after construction, open the floorboard to the ground below the floorboard. The ground inside the side plate is excavated, and the gravity of the body side plate or the gravity of the excavated earth and sand placed on the body side plate is used to form a hole in the ground due to its own weight and settle. Then, a rectangular flat plate made of steel or the like with at least the same width as the wave width is joined to the upper end of the side plate of the return line main body that has settled to the set depth by gravity, and a rectangular flat plate made of steel or the like is joined to the upper end of the side plate of the return line main body, which has at least the same width as the wave width. A flat wall plate made of steel or the like of a set height is joined, and the general upper surface of the receiving plate formed by this is used as a part for installing a floor stool, etc., and a bottom plate is installed at the lower part of the side plate of the main body. The upper end of the wall plate is connected to the floor plate by forming an entrance/exit, etc., and the earth pressure of the ground is counteracted by the corrugated plate of the main body side plate, making it easy to connect the floor plate to the underground warehouse in the house building 1i. It takes technical measures to allow access inside and out, has good earthquake resistance, is unaffected by wind and rain, and has ample storage space.

〈発明の構成〉 次に、この出願の発明の実施例を図面に基づいて説明す
れば以下の通りである。
<Structure of the Invention> Next, embodiments of the invention of this application will be described below based on the drawings.

1〜8図に示ず実施例において、1実施例は家屋建屋1
が既に建造されて所定の部屋2の床板3の下の地盤4の
地中内にこの出願の発明の要旨である地下倉庫5が埋設
される態様にして示しである。
1 to 8. In the embodiments not shown in the figures, one embodiment is a house building 1.
This figure shows an embodiment in which an underground warehouse 5, which is the gist of the invention of this application, is buried underground in the ground 4 under the floorboard 3 of a predetermined room 2, which has already been constructed.

したがっ−で1形成された該地下倉庫5は第1図に示す
様に家屋建屋1の外側から全く目視され得ず、家屋建屋
1と構造的に一体化されてJ3す、該床板3の開口部6
に開閉自在に適宜形成された蓋体7を介して該地下倉庫
5は図示しない梯子、乃至、階段を介しで出入り自在に
され、地盤4に対してはその本体側板8、及び、底板9
により遮断され、又、床板3と地盤4に対しては壁板1
0により遮断され、そのため、該地下倉庫5は部屋2と
連通可能に一種の部屋的に形成されていることになる。
Therefore, as shown in FIG. 1, the underground warehouse 5 formed by 1 cannot be seen visually from the outside of the house building 1, and is structurally integrated with the house building 1. Part 6
The underground warehouse 5 can be freely accessed and entered via a lid 7 which is appropriately formed so as to be openable and closable via a ladder or stairs (not shown).
Also, for floor plate 3 and ground 4, wall plate 1
Therefore, the underground warehouse 5 is formed as a kind of room so as to be able to communicate with the room 2.

而して、該地下倉庫5のm Iプロレスを説明すると、
第2図に示す様に、例えば、鋼製のキーストンプレート
等の波板の本体側板8が予め所定部位で四つ割りにされ
て第2図に示す様に一体接合可能にされて方形を形成し
、その内面の設定高さ部分には溶接、或いは、ハンガー
等の適宜手段を介して棚11が一体に形成される。
So, to explain the underground warehouse 5 m I professional wrestling,
As shown in FIG. 2, the main body side plate 8, which is made of a corrugated plate such as a steel keystone plate, is cut into quarters in advance at predetermined locations and can be integrally joined as shown in FIG. 2 to form a rectangular shape. However, a shelf 11 is integrally formed at a predetermined height portion of the inner surface by welding or using appropriate means such as a hanger.

尚、」−)ホの如く、該本体側板8は四つ割りに分割さ
れて予め工場生産されCいるために、上述家屋建屋1の
部屋2内に容易に搬入が出来るようにされている。
As shown in (-)), the main body side plate 8 is divided into quarters and pre-produced in a factory, so that it can be easily transported into the room 2 of the house 1.

一方、該家屋建屋1に於ては所定の部屋2の床板を設定
サイズに切除して開口部の穴を形成する。
On the other hand, in the house building 1, the floorboard of a predetermined room 2 is cut out to a predetermined size to form an opening hole.

又、これに併せて床板3の下の根太12や大引13も取
除き障害となる床づかも取除いておく。
At the same time, the joists 12 and 13 under the floorboards 3 are also removed, and the flooring that becomes an obstacle is also removed.

そこで、上述の如く、工場でプレハブ形成した本体側板
の各波板、及び、Al1111を部屋Z内に搬入して組
み立て、或いは、溶接して接合し、第2図に示す様な本
体側板3を該床板3の穴6内で組み立ててその地盤4に
立設して設置する。
Therefore, as mentioned above, each corrugated plate of the main body side plate prefabricated in the factory and Al1111 were brought into room Z and assembled or welded and joined to form the main body side plate 3 as shown in Fig. 2. It is assembled in the hole 6 of the floor plate 3 and installed upright on the ground 4.

ところで、第3図に示す様に作業員14が該本体側板8
内に上部から入り込みスコップ等の道具を用いてその内
部で地盤4を掘削し、掘削された土砂15は該本体側板
の内部に設(プた棚11に積み・上げる。
By the way, as shown in FIG.
The user enters the interior from the top and excavates the ground 4 inside using a tool such as a shovel, and the excavated soil 15 is piled up on a shelf 11 provided inside the side plate of the main body.

尚、掘削上は上記棚の代りに本体側板8上端に積んでも
良い。
Incidentally, when excavating, the materials may be stacked on the upper end of the main body side plate 8 instead of the above-mentioned shelf.

したがって、本来的に本体側板8は相当の重さがあり、
これに該棚11に載置した土砂15が加わってその小力
は相当の小さになり、そのため、作業員14が本体側板
内の地盤掘削すると、この重力により本体側板8は沈降
していく。
Therefore, the main body side plate 8 inherently has considerable weight.
When the earth and sand 15 placed on the shelf 11 is added to this, the small force becomes considerably small, so that when the worker 14 excavates the ground inside the main body side plate, the main body side plate 8 sinks due to this gravity.

そこで、このようなプロセスを進行させことにより該本
体側板8は掘削に伴って重力を介して次第に沈降してい
く。
Therefore, by proceeding with such a process, the main body side plate 8 gradually sinks due to gravity as the excavation is performed.

尚、この開梱11に貯る土砂15は部屋2内から適宜に
外部に搬出し−C処理される。
Incidentally, the earth and sand 15 accumulated in this unpacking 11 is carried out from the room 2 to the outside and subjected to -C treatment.

又、設計により、そして、地盤の性情により棚11に載
置する土砂15がなくても本体側板8自体の重さで可能
である場合には上述土砂15の重力を利用しなくても良
い。
Further, if it is possible to use the weight of the main body side plate 8 itself without the earth and sand 15 placed on the shelf 11 due to the design and the nature of the ground, it is not necessary to use the gravity of the earth and sand 15 described above.

このようにして、該本体側板8が掘削沈降により設定深
さ沈降し、その上端16が地盤4の面と一致したところ
で第4図に示す様に掘削を停止し、内部の底面を平面に
成形しで一個々に適宜の防湿月17を敷設し、その上面
に鋼製の底板9を敷設し、上記本体側板8の下端と溶接
により接合して一体化シールづる。
In this way, the main body side plate 8 sinks to the set depth due to the excavation settling, and when its upper end 16 coincides with the surface of the ground 4, the excavation is stopped as shown in FIG. 4, and the internal bottom surface is formed into a flat surface. A suitable moisture-proof cover 17 is placed on each side plate, and a steel bottom plate 9 is placed on top of the bottom plate 9, which is joined to the lower end of the main body side plate 8 by welding to form an integrated seal.

尚、該底板9の代りにコンクリ−1〜床を打設しても良
い。
Incidentally, instead of the bottom plate 9, concrete 1 to a floor may be poured.

そして、第5.6.7図に示づ様に予め該本体側板8の
上端16の該本体側板8の波板波幅に一致する幅を右す
る方形の鋼製の平板の受板18が作られており、これを
部屋2に110人し、穴6から該本体側板8の上端に運
び込んで該本体側板8の上端に載置してその波幅で両者
を一体溶接して接合する。
As shown in FIG. 5.6.7, a rectangular steel flat plate receiving plate 18 having a width corresponding to the corrugated wave width of the main body side plate 8 at the upper end 16 of the main body side plate 8 is prepared in advance. 110 people put this in a room 2, carry it through the hole 6 to the upper end of the main body side plate 8, place it on the upper end of the main body side plate 8, and weld the two together with the wave width to join them.

尚、該平板18はその周縁の幅を大ぎくして入口どして
も良い。
Incidentally, the flat plate 18 may be returned to the entrance by increasing the width of its peripheral edge.

次いで、同じく断面方形の鋼製の平板製の地盤4から床
板3の高さを有する壁板1oを部屋2に運び込み、穴6
から上記受板18上に載置し、該受板18の内縁にて溶
接して接合する。
Next, a wall plate 1o having the height of the floor plate 3 is carried into the room 2 from the ground 4 made of a flat steel plate with a square cross section, and the hole 6 is inserted into the room 2.
Then, it is placed on the receiving plate 18 and welded and joined at the inner edge of the receiving plate 18.

したがって、該壁板10の重さは本体側根8によって支
持されることになる。
Therefore, the weight of the wall plate 10 is supported by the main body side roots 8.

尚、第5図に示り様に地盤4の側方がらの土圧は該本体
側板のキーストンプレー1へ等の床板ににり充分に対抗
されてその保形性は維持される。
Incidentally, as shown in FIG. 5, the earth pressure from the sides of the ground 4 is sufficiently counteracted by the floor plates such as the keystone play 1 of the side plates of the main body, and its shape retention is maintained.

又、該地盤4ど床板3との間には該種土圧等が無いので
周囲に苅り−る仕切壁としての壁板1oは平板製で充分
である。
Furthermore, since there is no soil pressure between the ground 4 and the floorboard 3, it is sufficient to use a flat plate as the wallboard 1o as a partition wall to be installed around the ground.

このようにして、壁板10が形成された後は第8図に承
り様に該壁板10の外側の受板18の一般上面は大引1
3に対りる床づ゛か19の段!6スペースとして活用さ
れ、又、線球づか19に掛る根太12や大引13の力を
該受板18を介して波板の本体側板8に支持させること
も出来る。
After the wall board 10 is formed in this way, the general upper surface of the receiving plate 18 on the outside of the wall board 10 is approximately 1.
There are 19 steps on the floor for 3! In addition, the force of the joist 12 and the drawer 13 applied to the wire ball holder 19 can be supported by the corrugated main body side plate 8 via the receiving plate 18.

これらの重層構造の態様は第7図に示ず通りである。The aspect of these multilayer structures is as shown in FIG.

又、上記本体側板8に対Jる受板18、或いは、壁板1
0の運び込みや載置、又は、溶接、接合作業に際しては
、該本体側板8の内面に設(プた棚11が作業足場とし
て活用され、完成後の日用品置場として機能することは
勿論である。
Also, a receiving plate 18 or a wall plate 1 opposite to the main body side plate 8
When transporting and placing the 0, or during welding and joining work, the shelf 11 installed on the inner surface of the main body side plate 8 is used as a work scaffold, and of course functions as a storage place for daily necessities after completion.

このようにしC1地下倉庫5の地中埋設が終了すると、
上記壁板10の上部に適宜開開可能な蓋体7を作り、大
引13の下のレベルに一致するように形成l)、その上
に所定スペーサ拐を介して畳や力−ペッ1−等を設置し
て全ての作業を終える。
When the underground burying of the C1 underground warehouse 5 is completed in this way,
A cover body 7 that can be opened and opened as needed is made on the upper part of the wall board 10, and is formed to match the level below the main drawer 13. etc. and finish all work.

尚、地盤中や地盤4とIA< & 3との間の湿気等に
対しては、近時充分に耐曲性を右りる鋼製の板が一般市
販されているために、これらを用いることによって充分
に実用に供される。
In addition, for humidity in the ground or between ground 4 and IA This makes it fully practical.

而して、その使用に際しては蓋体7を開閉して、梯子を
床板3と本体側板8の底板9との間に掛は渡しする等し
て日常生活用品を収納し、該底板9に載置したり、棚1
1に載置したりなどする。
When using the device, the lid 7 is opened and closed, and the ladder is hung between the floorboard 3 and the bottom plate 9 of the main body side plate 8 to store the daily necessities, and then placed on the bottom plate 9. Place it on the shelf 1
1, etc.

又、設計によって上記床板3と地盤4との間の空間が大
きく、壁板10のサイズが大きくなった場合には該壁板
12も上蓋を設りたり゛りる場合があるが、その場合、
その剛性を高めるために第9図に示す実施例の様に該壁
板10に一部、又は、全体にアーヂ部分10′ を形成
させたりしても良い。
Furthermore, if the space between the floor plate 3 and the ground 4 is large due to the design, and the size of the wall plate 10 becomes large, the wall plate 12 may also be provided with a top cover. ,
In order to increase its rigidity, the wall plate 10 may be partially or entirely formed with an arch portion 10' as in the embodiment shown in FIG.

尚、この出願の発明の実施態様は上述各実施例に限るし
のでないことは勿論であり、例えば、上記壁板にダクト
を連結して、適宜の部分に換気口を設置する装置を設け
る等が出来、又、施工方法としては上述実施例に示J−
如く家屋建屋の建造後ではなく、建造予定の地盤に予め
地下倉庫を地中埋設してその後に家屋建屋を建造する竹
科々の態様が採用可能である。
The embodiments of the invention of this application are, of course, not limited to the above-mentioned embodiments. For example, a device may be provided for connecting a duct to the wall plate and installing a ventilation hole at an appropriate location. The construction method is J-
It is possible to adopt a similar mode in which an underground warehouse is buried underground in the ground where the house is to be built in advance, and then the house is built, rather than after the house is built.

又、設計変更も種々可能であり、例えば、本体側板の波
板としては上述実施例の如く、キーストンプレート以外
にも、例えば、サインカーブ状の波板を用いたりするこ
とし可能である。
In addition, various design changes are possible; for example, as the corrugated plate of the main body side plate, it is possible to use, for example, a sine curved corrugated plate in addition to the keystone plate as in the above-mentioned embodiment.

〈発明の効果〉 以上この出願の発明によれば、基本的に民生用の一般居
住住宅等の家屋建屋を敷地内に大きく建造した場合であ
っても、又、建造前であっても、日常生活用品等を収納
する倉庫を該家屋建家内の所定の部屋の床板の地下に地
中埋設することによって、地盤空間を充分に活用りるこ
とが出来、而も、建蔽率とはほとんど関係なく0庫を作
る事が出来るという優れた効果が奏される。
<Effects of the Invention> According to the invention of this application, basically, even when a large house building such as a general residence for civilian use is constructed on the site, or even before construction, it can be used in daily life. By burying a warehouse for storing daily necessities, etc. underground under the floorboards of a designated room in the house, it is possible to fully utilize the ground space, and it is possible to make full use of the ground space, which has almost no relation to the building coverage ratio. It has the excellent effect of being able to create a storage room.

そして、地中埋設された地下C庫は地震−λb風雨等に
影響されず、又、地中埋設く゛あるために逆に地盤に保
護されて、その保形性を充分に維持Jることが出来るた
めに、耐久性が良いという19れた効果が奏される。
Underground C warehouses are not affected by earthquakes, wind, rain, etc., and because they are buried underground, they are protected by the ground and can maintain their shape well. Because of this, it has the advantage of being highly durable.

又、地下のため恒温室となる効果もある。Also, because it is underground, it has the effect of becoming a constant temperature room.

而して、地下倉庫は部屋の床板等を介して連通されるた
めに、いちいち外に行くことはなく、家財道具や日用品
の出し入れが極めてスムースに行われるという優れた効
果が奏される。
Since the underground storage is connected through the floorboards of the rooms, there is no need to go outside every time, and household goods and daily necessities can be taken in and out very smoothly, which is an excellent effect.

更に、該地下倉庫はその地盤内の本体側板はキーストン
プレート等の波板で形成されているために、地盤の土圧
に対しても充分耐えることが出来、更に、その上部の壁
板や収納する日用品等の上下方向の重力に対しても充分
に抗力を有しているという優れた効果が奏される。
Furthermore, since the side panels of the underground warehouse are made of corrugated plates such as keystone plates, they can withstand the earth pressure of the ground. It has the excellent effect of having sufficient resistance to the vertical gravity of daily necessities and the like.

又、本体側板は鋼製等の耐蝕性等で作られているために
半永久的に使用され、湿気等も入らず、外に作られる倉
庫よりも却って乾燥性等が良いという利点もある。
In addition, since the main body side plates are made of corrosion-resistant material such as steel, they can be used semi-permanently, and moisture does not enter, which also has the advantage of drying properties better than in warehouses built outside.

更に、該本体側板の上端に波幅と同じ幅を+i −Jる
受板を溶接接合してその上に壁板を載置、溶接、接合す
る等したために、該壁板自体が床板を介して家財道具や
家屋床の重量を間接的に支持するにしても、該受板がそ
の幅を本体側板の波幅と少くとも合致さけているために
、該間接支持加重は結果的に床板を介して本体側板に伝
達されるために、該本体側板が充分に床板を介しての家
屋法加重を支持するという優れた効果がある。
Furthermore, because a receiving plate with the same width as the wave width +i - J was welded to the upper end of the side plate of the main body, and a wall plate was placed, welded, and joined on top of the receiving plate, the wall plate itself was damaged through the floor plate. Even if the weight of household goods and the floor of the house is indirectly supported, the width of the support plate is at least equal to the wave width of the side panels of the main body, so the indirect support load is transferred through the floor plate as a result. Since the load is transmitted to the side panels of the main body, there is an excellent effect that the side panels of the main body sufficiently support the load of the house through the floorboards.

加えて、地下倉庫の地中埋設製造施工方法にd5いては
該地盤に設置した本体側板に対して、その内部の穴を掘
削して本体側板自体の重力、又は、掘削した土砂を該本
体側板の内部に設けIC棚等に載置して重力を増加する
ことが出来、それによって、本体側板は地盤内に重力を
介して沈降する事が出来、強制的な加重を印加せずとも
本体側板は地中内に埋設させる事が可能となり、したが
って、既設家屋建屋内での狭い空間内ぐも充分に該本体
側板が地中に沈降埋設されることが出来るという優れた
効果が奏される。
In addition, according to d5 of the underground manufacturing construction method for underground warehouses, a hole is drilled inside the main body side plate installed in the ground, and the gravity of the main body side plate itself or the excavated soil is applied to the main body side plate. It is possible to increase the gravity by placing it inside the IC shelf, etc., and thereby the main body side plate can sink into the ground via gravity, and the main body side plate can be placed inside the IC shelf etc. without applying a forced load. It is possible to bury the main body in the ground, and therefore, an excellent effect can be achieved in that the main body side plate can be sufficiently sunk and buried in the ground even in a narrow space within an existing house building.

その上、この場合、本体側板の内部穴の地盤掘削してそ
の掘削土砂を外部に運び出して、本体側板を重力沈降さ
せて埋設するために該本体側板の外側と地盤との間に間
隙が生ずることなく、そのため既設建屋についてはその
阜(ヒを痛めることなく後から該本体側板の外側に埋め
戻し等の施工する必要なく、したがって、工数も少なく
、それだけ作業がし易く、低コス1へに出来るという優
れた効果が奏される。
Moreover, in this case, a gap is created between the outside of the main body side plate and the ground because the ground is excavated in the internal hole of the main body side plate, the excavated soil is carried outside, and the main body side plate is buried by gravity settling. Therefore, for existing buildings, there is no need to perform backfilling on the outside of the side panels of the main body afterwards without damaging the existing building. Excellent effects can be achieved.

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

図面はこの出願の発明の詳細な説明図であり、第1図は
製造完成後の部分断面斜視図であり、第2図〜第8図ま
では1実施例の施工プロセス説明図、第2図は本体側板
の斜視説明図、第3図は初1tll掘削説明断面図、第
4図は本体側板埋設終了状態説明断面図、第5図は地下
倉庫の地中埋設完成状態説明断面図、第6図は受板の本
体側板、及び、壁仮に対する取り合い説明部分断面斜視
図、第7図は地下倉庫構成部祠の重層関係説明図、第8
図は本体側板と受板と壁板の位置関係部分平面図、第9
図は他の実施例の第5図相当部分断面図である。 5・・・地下倉庫、 8・・・本体側板、1・・・家屋
建屋、 3・・・床板、 18・・・受板、10・・・壁板、 11・・・棚、19・・・床づか、 15・・・土砂 第1図 第3図 第8図 第9図
The drawings are detailed explanatory diagrams of the invention of this application, and FIG. 1 is a partial cross-sectional perspective view after completion of manufacturing, and FIGS. 2 to 8 are explanatory diagrams of the construction process of one embodiment, and FIG. is a perspective explanatory view of the main body side plate, Fig. 3 is a cross-sectional view to explain the first 1tll excavation, Fig. 4 is a cross-sectional view to explain the completed state of burying the main body side plate, Fig. 5 is a cross-sectional view to explain the completed underground storage of the underground warehouse, and Fig. 6 is a cross-sectional view to explain the completed underground storage of the underground warehouse. The figure is a partial cross-sectional perspective view explaining the connection between the main body side plate of the receiving plate and the temporary wall, Figure 7 is an explanatory diagram of the layered relationship of the underground warehouse component shrine,
The figure is a partial plan view of the positional relationship of the main body side plate, receiving plate, and wall plate.
This figure is a partial sectional view corresponding to FIG. 5 of another embodiment. 5... Underground warehouse, 8... Body side plate, 1... House building, 3... Floor plate, 18... Receiving plate, 10... Wall plate, 11... Shelf, 19...・Bed, 15... Sediment Figure 1 Figure 3 Figure 8 Figure 9

Claims (8)

【特許請求の範囲】[Claims] (1)地中埋設本体側板上部に設(プた出入口が家屋建
屋の床板に接続され金属製により形成されている地下倉
庫において、上記本体側板が波板より成り、その上端に
波幅を介して載置固定された受板上に上紙固定された側
壁が平板で形成されていることを特徴と司る地下倉庫。
(1) Installed on the upper part of the side plate of the underground main body (In underground warehouses where the entrance is connected to the floorboard of the house building and is made of metal, the side plate of the main body is made of corrugated plate, An underground warehouse characterized in that the side wall is formed of a flat plate and the upper paper is fixed on the receiving plate which is placed and fixed.
(2)上記本体側板の波板内側に周方面相が一体(=l
設されていることを特徴とする特許範囲第1項記載の地
下倉庫。
(2) The circumferential phase is integrated inside the corrugated plate of the main body side plate (=l
1. An underground warehouse as described in paragraph 1 of the patent scope, characterized in that:
(3)上記本体側板が家屋建屋の床板下部に形成されて
いることを特徴と1る上記時it}請求の範囲第1、又
は2項記載の地下倉庫。
(3) The underground warehouse according to claim 1 or 2, characterized in that the main body side plate is formed under a floor plate of a house building.
(4)上記受板の内縁に上記壁板が固定され、該受板の
一般上面が床づか設置面にされていることを特徴とする
上記時κ![請求の範囲第1〜3項記載のいづれかの地
下倉庫。
(4) The above-mentioned case κ is characterized in that the wall plate is fixed to the inner edge of the receiving plate, and the general upper surface of the receiving plate is used as a flooring installation surface! [An underground warehouse according to any one of claims 1 to 3.
(5)上記壁板の少くとも1部がアーチ状に形成されて
いることを特徴とする上記特許請求の範囲第1〜4項記
載のいづれかの地下倉庫。
(5) The underground warehouse according to any one of claims 1 to 4, wherein at least a portion of the wall plate is formed in an arch shape.
(6)金属製地下倉庫を地中にjjl設して製造する地
下倉庫施工方法において、波板本体側板を地盤掘削しな
がら重力を介して沈降さゼ、設定深さにて底板を接合す
ると共に上端に受板を接合し、次いで該受板上に壁板を
設置接合するJ:うにしl〔ことを特徴とづる地下倉庫
施工1ノ法。
(6) In an underground warehouse construction method in which a metal underground warehouse is built underground, the side plates of the corrugated sheet main body are lowered by gravity while excavating the ground, and the bottom plate is joined at a set depth. A first underground warehouse construction method characterized by joining a receiving plate to the upper end, and then installing and joining a wall board on the receiving plate.
(7)上記波板本体側板を既設家屋建屋床板に形成した
穴から地盤にセラ1〜して掘削沈降開始ずるJ:うにし
たことを特徴どり−る一L記特i′[請求の範囲第6項
記載の地下倉庫施工方法。
(7) The side plate of the main body of the corrugated sheet is inserted into the ground through a hole formed in the floor plate of an existing house building, and excavation and sedimentation is started. The underground warehouse construction method described in Section 6.
(8)上記掘削沈降にd3いて掘削土砂を本体側板に積
載して沈降重力に利用タるようにしたことを特徴とする
状特許請求の範囲第6項又は7項記載の地下倉庫施工方
法。
(8) The underground warehouse construction method according to claim 6 or 7, characterized in that during the excavation and settling, the excavated soil is loaded on the side plate of the main body so as to be utilized for the settling gravity.
JP58159006A 1983-09-01 1983-09-01 Underground depository and construction thereof Granted JPS6055126A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58159006A JPS6055126A (en) 1983-09-01 1983-09-01 Underground depository and construction thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58159006A JPS6055126A (en) 1983-09-01 1983-09-01 Underground depository and construction thereof

Publications (2)

Publication Number Publication Date
JPS6055126A true JPS6055126A (en) 1985-03-30
JPH0368973B2 JPH0368973B2 (en) 1991-10-30

Family

ID=15684175

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58159006A Granted JPS6055126A (en) 1983-09-01 1983-09-01 Underground depository and construction thereof

Country Status (1)

Country Link
JP (1) JPS6055126A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0448284Y2 (en) * 1987-11-06 1992-11-13
US6412231B1 (en) * 2000-11-17 2002-07-02 Amir Palatin Blast shelter

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0448284Y2 (en) * 1987-11-06 1992-11-13
US6412231B1 (en) * 2000-11-17 2002-07-02 Amir Palatin Blast shelter

Also Published As

Publication number Publication date
JPH0368973B2 (en) 1991-10-30

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