JPH0368973B2 - - Google Patents

Info

Publication number
JPH0368973B2
JPH0368973B2 JP58159006A JP15900683A JPH0368973B2 JP H0368973 B2 JPH0368973 B2 JP H0368973B2 JP 58159006 A JP58159006 A JP 58159006A JP 15900683 A JP15900683 A JP 15900683A JP H0368973 B2 JPH0368973 B2 JP H0368973B2
Authority
JP
Japan
Prior art keywords
plate
main body
underground
side plate
body side
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP58159006A
Other languages
Japanese (ja)
Other versions
JPS6055126A (en
Inventor
Tadashi Sagara
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.)
MYOSHI SANGYO KK
Original Assignee
MYOSHI 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 MYOSHI SANGYO KK filed Critical MYOSHI 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

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Residential Or Office Buildings (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Description

【発明の詳細な説明】 <産業上の利用分野> 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] <Industrial Application Field> The disclosed technology applies to underground storage structures made of metal such as steel in the ground under the floorboards of ordinary residential buildings such as residential buildings, and the like. Belongs to the manufacturing technology field.

<要旨の概要> 而して、この出願の発明は、民生用の居住住宅
等の家屋建屋の床板の下部の地盤に、地中埋設タ
イプにした金属製の地下倉庫、及び、その施工方
法に関する発明であり、特に、該地盤内での土圧
に対抗するためにその本体側板がキーストンプレ
ート等の断面波板状のものであり、更に、該本体
側板の上端の波(波高さ)幅に少くとも相当する
鋼製等の方形枠型の平板の受板が接合され、更
に、該受板上に同じく断面方形の金属製等の壁板
が上記床板の出入り口に上延して接続されている
地中埋設タイプの地下倉庫と該地下倉庫を地中に
構築する施工方法に係る発明である。
<Summary of the gist> The invention of this application relates 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, and a method for constructing the same. In particular, in order to resist earth pressure in the ground, the main body side plate has a corrugated cross section such as a keystone plate, and furthermore, the main body side plate has a wave (wave height) width at the upper end of the main body side plate. At least an equivalent rectangular frame-shaped flat receiving plate made of steel or the like is joined, and furthermore, a wall plate made of metal or the like having a square cross section is extended and connected to the entrance/exit of the floor plate on the receiving plate. This invention relates to an underground type underground warehouse and a construction method for constructing the underground warehouse underground.

<従来の技術> 周知の如く、一般民生用の居住住宅はその敷地
内に日常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。
<Prior Art> As is well known, residential houses for general public use often have prefabricated warehouses and the like installed on their premises to store daily life tools, etc., but these days it is extremely difficult to install these.

即ち、居住用の家屋建屋に併設的に倉庫を設置
する敷地自体が充分に取れず、特に、都市やその
近郊に於ては予め積地内に余裕のある面積だけの
ものが確保し難く、又、居住用の家屋建屋から該
倉庫等への庭等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 install a warehouse attached to a residential building, and especially in cities and suburbs, it is difficult to secure enough space in advance for storage. Also, there is a problem that it is not always fully utilized due to the fact that it is cumbersome to go in and out of the warehouse from a residential building through a garden or the like.

<発明が解決しようとする課題> 更に、プレハブ式の倉庫等にあつては暴風雨や
雪等に対してもその構造が充分でない欠点もあつ
て、実用性に必ずしも富むとは限らない。
<Problems to be Solved by the Invention> Furthermore, prefabricated warehouses and the like have the disadvantage that their structures are not sufficient to withstand rainstorms, snow, etc., and are not necessarily highly practical.

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ツ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するボツクスタイプ
のものがあるが、該種のものは極めて容積が小さ
く、例えば、扇風機、暖房機等の大型日用品を季
節毎に出し入れするには不向きな不具合があつ
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, the box is used to store kitchen utensils such as bottles and cans. However, these types have extremely small volumes, making them unsuitable for carrying large daily necessities such as electric fans and space heaters in and out each season.

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、家屋建屋の構造上結果的に高くつく不利点が
あつた。
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 to be changed, resulting in costly disadvantages due to the structure 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すべき技術的
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態様の倉庫を設置出来
るようにして建設産業における住宅技術利用分野
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。
<Purpose of the invention> The purpose of the invention of this application is to solve the problems of warehouses for taking in and out daily necessities in residential houses, etc., based on the above-mentioned prior art, and to improve the structure of residential buildings. An excellent underground structure that is not complicated and is resistant to earthquakes and wind and rain, making it possible to install warehouses with underground structures by utilizing the ground beneath the floorboards of house buildings and benefiting the field of housing technology application in the construction industry. The purpose is to provide warehouses and construction methods.

<課題を解決するための手段・作用> 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、前述課題を解決する
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
せ、搬入したキーストンプレート等の鋼製の断面
波板状の本体側板を方形等にセツトして該本体側
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内に沈
降してゆき、設定深さに沈降した後下部には底板
を設置し、該本体側板の上端にその少くとも波幅
と同じ幅を有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の
設定高さの鋼製等の平板の壁板を接合し、それに
よつて形成される受板の一般上面は床づかの設置
部分として利用する等し、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ようにし、地盤の土圧に対し
ては該本体側板の波板によつて対抗させ、容易に
家屋建屋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。
<Means/effects for solving the problem> In order to solve the above-mentioned problem, the structure of the invention of this application, which is summarized in the above-mentioned claims, is to solve the above-mentioned problem. The floorboards are opened to a predetermined size on the ground of the planned construction site, and after construction, on the ground below the floorboards, and the side panels of the main body with a corrugated cross section made of steel such as a keystone plate that have been brought in are shaped into rectangular or similar shapes. The ground inside the main body side plate is excavated, and the ground settles into the ground due to its own weight by using the gravity of the main body side plate or the gravity of the excavated earth and sand placed on the main body side plate. After settling to the set depth, a bottom plate is installed at the bottom, and a rectangular flat plate made of steel or the like having at least the same width as the wave width is joined to the upper end of the side plate of the main body. A flat wall plate made of steel or the like having a rectangular set height is joined to the upper surface of the receiving plate at the inner edge of the receiving plate, and the general upper surface of the receiving plate formed thereby is used as a part for installing a floor rest, etc. A bottom plate is installed at the bottom of the side plate, and the upper end of the wall plate is connected to the floor plate by forming an entrance and exit, etc., and the corrugated plate of the main body side plate counteracts the earth pressure of the ground, making it easy to It takes technical measures to allow access to the underground warehouse from the floorboards inside the building, has good earthquake resistance, is unaffected by wind and rain, and ensures sufficient storage space.

<実施例> 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。
<Example> Next, an example of the invention of this application will be described below based on the drawings.

1〜8図に示す実施例は家屋建屋1が既に構築
されて所定の部屋2の床板3の下の地盤4内にこ
の出願の発明の要旨の1つの中心である地下倉庫
5が埋設される態様を示してある。
In the embodiment shown in Figures 1 to 8, a house building 1 has already been constructed, and an underground storage 5, which is one of the main points of the invention of this application, is buried in the ground 4 under the floorboard 3 of a predetermined room 2. The mode is shown.

したがつて、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おり、
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を介して梯子、乃至、階段を介して出入り
自在にされ、地盤4に対してその内部はその本体
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10により遮断され、
そのため、地下倉庫5は部屋2と連通可能に一種
の併設部屋的に形成されていることになる。
Therefore, as shown in FIG. 1, the formed underground warehouse 5 cannot be seen from the outside of the house building 1 at all, and is structurally integrated with the house building 1.
The opening 6 of the floor plate 3 can be freely opened and closed via a lid 7 formed as appropriate to allow access via a ladder or stairs. 9, and the floor plate 3 and the ground 4 are blocked by a wall plate 10.
Therefore, the underground warehouse 5 is formed as a kind of attached room so that it can communicate with the room 2.

而して、該地下倉庫5の施工プロセスを説明す
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
位で周方向に四つ割りにされて、一体接合可能に
されて平面視方形を形成し、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。
To explain the construction process of the underground warehouse 5, as shown in FIG. They can be integrally joined to form a rectangular shape in plan view, and a shelf 11 is integrally formed at a predetermined height portion of the inner surface of the rectangle by welding or by appropriate means such as a hanger.

尚、上述の如く、該本体側板8は周方向に四つ
割りに分割されて予め工場生産されていることか
ら、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 described above, the main body side plate 8 is divided into four parts in the circumferential direction and is 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に於ては第3図に示すよう
に、所定の部屋2の床板3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, as shown in FIG. 3, the floorboard 3 of a predetermined room 2 is cut out to a predetermined size to form an opening hole.

又、これに併せて該床板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 floorboard 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8の各波板、及び、棚11を部屋2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8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 8 and the shelf 11, which were prefabricated in a factory, were brought into the room 2 and assembled or welded and joined to form the main body side plate as shown in FIG. 8 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内に上部から穴6を通つて入り込み、ス
コツ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8の内部に
設けた棚11に掘削土砂15として積み上げる。
By the way, as shown in FIG. 3, a worker 14 enters the main body side plate 8 from above through the hole 6, excavates the ground 4 inside using a tool such as a scoop, and the excavated earth and sand 15 is The excavated soil 15 is piled up on a shelf 11 provided inside the main body side plate 8.

尚、掘削土砂15は上記棚11の代りに本体側
板8上端に近傍に積んでも良い。
Incidentally, the excavated earth and sand 15 may be piled up near the upper end of the main body side plate 8 instead of the shelf 11 described above.

ところで、本来的に本体側板8は相当の重さが
あり、これに該棚11に載置した掘削土砂15が
加わつてその重力は相当の重さになり、そのた
め、作業員14が本体側板8内の地盤4を掘削し
ていくと、この重力により本体側板8は沈下して
いく。
Incidentally, the main body side plate 8 inherently has a considerable weight, and when the excavated soil 15 placed on the shelf 11 is added to this weight, the gravity becomes considerably heavy. As the ground 4 inside is excavated, 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
より本体側板8は掘削に伴つて増加する重力を介
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 the gravity that increases with excavation.

尚、この間、棚11に貯る掘削土砂15は部屋
2内から適宜に外部に搬出して処理される。
In addition, during this time, the excavated earth and sand 15 accumulated on the shelf 11 is carried out from the room 2 to the outside and disposed of.

又、設計により、そして、地盤4の性情により
棚11に載置する掘削土砂15がなくても本体側
板8自体の重さで沈降が可能である場合には上述
掘削土砂15の重力を利用しなくても良い。
In addition, if it is possible to sink by the weight of the main body side plate 8 itself even if there is no excavated soil 15 placed on the shelf 11 due to the design and the nature of the ground 4, the gravity of the excavated soil 15 described above may be used. You don't have to.

このようにして、本体側板8が掘削沈降により
設定深さ沈下し、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、地盤4の掘削
を停止し、内部の底面を平面に成形して個々に適
宜の防湿材17を敷設し、その上面に鋼製の底板
9を敷設し、本体側板8の下端と溶接により接合
して一体化シールする。
In this way, the main body side plate 8 sinks to the set depth due to excavation settling, and when its upper end 16 coincides with the surface of the ground 4, as shown in FIG. 4, the excavation of the ground 4 is stopped and the internal bottom surface is A suitable moisture-proofing material 17 is laid on each of the flat shapes, and a steel bottom plate 9 is laid on the upper surface thereof, and is joined to the lower end of the main body side plate 8 by welding to form an integral seal.

尚、該底板9の代りにコンクリート床を打設し
ても良い。
Note that a concrete floor may be placed instead of the bottom plate 9.

そして、第5,6,7図に示す様に、予め本体
側板8の上端16の該本体側板8の波板の波幅に
一致する幅を有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に搬入し、穴6か
ら該本体側板8の上端16部に運び込んで載置し
てその波幅で両者を一体溶接して接合する。
As shown in FIGS. 5, 6, and 7, a receiving plate 18 made of a rectangular steel flat plate having a width corresponding to the wave width of the corrugated plate of the main body side plate 8 at the upper end 16 of the main body side plate 8 is prepared in advance.
This is carried into the room 2, carried through the hole 6 onto the upper end 16 of the main body side plate 8, placed thereon, and integrally welded and joined together using the wave width.

尚、該平板18はその周縁の幅を大きくして入
口としても良い。
Incidentally, the flat plate 18 may be used as an entrance by increasing the width of its periphery.

次いで、同じく断面方形の鋼製の平板製の地盤
4より床板3の高さまでの高さを有する壁板10
を部屋2に運び込み、穴6から受板18上に載置
し、該受板18の内縁にて溶接して第6図に示す
様に接合一体化する。
Next, a wall plate 10 having a height from the ground 4 to the height of the floor plate 3 is made of a steel flat plate and also has a square cross section.
is carried into the room 2, placed on the receiving plate 18 through the hole 6, and welded at the inner edge of the receiving plate 18 to be joined and integrated as shown in FIG.

したがつて、該壁板10の重さは本体側板8に
よつ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 plate 8.

尚、第5図に示す様に、地盤4の側方からの土
圧は本体側板8のキーストンプレート等の波板に
より充分に対抗されてその保形性は維持される。
As shown in FIG. 5, the earth pressure from the sides of the ground 4 is sufficiently countered by the corrugated plates such as the keystone plates of the side plates 8 of the main body, so that its shape retention is maintained.

又、該地盤4と床板3との間には該種土圧等が
無いので周囲に対する仕切壁としての壁板10は
平板製で充分である。
Further, since there is no soil pressure between the ground 4 and the floor plate 3, it is sufficient to use a flat plate as the wall plate 10 as a partition wall from the surroundings.

このようにして、壁板10が形成された後は第
8図に示す様に、該壁板10の外側の受板18の
一般上面は大引13に対する床づか19の設置ス
ペースとして活用され、又、該床づか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, as shown in FIG. Further, the force of the joists 12 and the drawers 13 applied to the flooring 19 can be supported by the corrugated main body side plates 8 via the receiving plates 18.

これらの重層構造の取合の態様は第7図に示す
通りである。
The arrangement of these multilayered structures is as shown in FIG.

又、本体側板8に対する受板18、或いは、壁
板10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の内面に設けた棚11
が作業足場として活用され、完成後の日用品置場
としても機能することが出来ることは勿論であ
る。
Also, when carrying or placing the receiving plate 18 or the wall plate 10 on the main body side plate 8, or during welding or joining work, the shelf 11 provided on the inner surface of the main body side plate 8 is used.
Of course, it can be used as a work scaffold and also function as a storage area for daily necessities after completion.

このようにして、地下倉庫5の地中構築が終了
すると、上記壁板10の上部に適宜開閉可能な蓋
体7を作り、大引13の下のレベルに一致するよ
うに形成し、その上に所定スペーサ材を介して畳
やカーペツト等を設置して全ての作業を終える。
In this way, when the underground construction of the underground warehouse 5 is completed, a cover body 7 that can be opened and closed as appropriate is made on the upper part of the wall plate 10, and is formed to match the level below the main drawer 13. All work is completed by installing tatami mats, carpets, etc. through the specified spacer material.

尚、地盤4中や該地盤4と床板3との間の湿気
等に対しては、近時充分に耐蝕性を有する鋼製の
板が一般市販されているために、これらを用いる
ことによつて充分に実用に供される。
In addition, in order to prevent moisture in the ground 4 and between the ground 4 and the floorboard 3, steel plates with sufficient corrosion resistance have recently been commercially available, and these can be used. It is fully put to practical use.

而して、その使用に際しては蓋体7を開閉し
て、図示しない梯子を床板3と本体側板8の底板
9との間に掛け渡しする等して日常生活用品を収
納し、該床板9に載置したり、棚11に載置した
り等する。
When in use, the lid 7 is opened and closed, and a ladder (not shown) is placed between the floor plate 3 and the bottom plate 9 of the main body side plate 8 to store daily necessities. It is placed on the shelf 11, etc.

又、設計によつて床板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つた場合
には該壁板10にも上蓋を設けたりする場合があ
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、
全体にアーチ部分10′を形成させたりしても良
い。
In addition, if the space between the floorboard 3 and the ground 4 is large due to the design and the size of the wallboard 10 becomes large, the wallboard 10 may also be provided with a top cover, but in that case, In order to increase its rigidity, as in the embodiment shown in FIG.
An arched portion 10' may be formed throughout.

尚、この出願の発明の実施態様は上述各実施例
に限るものではないことは勿論であり、例えば、
壁板にダクトを連結して、適宜の部分に換気口を
設置する等の構造にする等が出来、又、施工方法
としては上述実施例に示す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
に埋設状に構築してその後に家屋建屋を建造する
等種々の態様が採用可能である。
It goes without saying that the embodiments of the invention of this application are not limited to the above-mentioned embodiments; for example,
It is possible to create a structure by connecting ducts to the wall board and installing ventilation holes in appropriate areas, and the construction method is not to do it after the construction of the house as shown in the above example, but after the construction is scheduled. Various methods can be adopted, such as constructing an underground warehouse in the ground in advance and then constructing a house.

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も可能である。
In addition, various design changes are possible; for example, as the corrugated plate of the side plate of the main body, in addition to the keystone plate as in the above embodiment, it is also possible to use, for example, a sine curved corrugated plate.

<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
造した場合であつても、又、建造前であつても、
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状に構築する
ことによつて、地盤空間を充分に活用することが
出来、而も、建蔽率とはほとんど関係なく倉庫を
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,
By constructing a warehouse for storing daily necessities, etc., buried underground under the floorboards of a designated room in the house, ground space can be fully utilized, and the building coverage ratio can be improved. The excellent effect of being able to create a warehouse with almost no connection is achieved.

そして、地中埋設された地下倉庫は地震や風雨
等に影響されず、又、地中埋設構造であるために
逆に地盤に保護されて、その保形性を充分に維持
することが出来るために、耐久性が良いという優
れた効果が奏される。
Underground warehouses are not affected by earthquakes, wind and rain, and because they are buried underground, they are protected by the ground and can maintain their shape well. Moreover, the excellent effect of good durability is exhibited.

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のもの等で作ら
れることが出来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つて乾
燥性等が良いという利点もある。
In addition, the side panels of the main body can be made of corrosion-resistant materials such as steel, so they can be used semi-permanently, and have the advantage that moisture does not enter, and the drying properties are better than in warehouses built outside. There is also.

更に、本体側板の上端に波幅と同じ幅を有する
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
合致させているために、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加重を支持
するという優れた効果がある。
Furthermore, a receiving plate having the same width as the wave width is welded to the upper end of the side plate of the main body, and a wall plate is placed on top of it, welded,
Even if the wall board itself indirectly supports the weight of household goods and the floor through the floor board due to joining, etc., the width of the receiving board at least matches the wave width of the main body side board. Moreover, since the indirect support load is eventually transmitted to the main body side panels through the floorboards, there is an excellent effect that the main body side panels sufficiently support the house load via the floorboards.

加えて、地下倉庫の地中埋設製造施工方法にお
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た棚等に載
置して重力を増加することが出来、それによつ
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、したがつ
て、既設家屋建屋内での狭い空間内でも充分に該
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, in the underground manufacturing construction method for underground warehouses, holes are drilled inside the side plates of the main body installed in the ground, and the gravity of the main body itself or the excavated earth and sand are applied to the inside of the side plates of the main body. Gravity can be increased by placing the main body side plate on a shelf etc. installed in the ground, thereby allowing the main body side plate to sink into the ground via gravity, and the main body side plate can be placed on a shelf etc. installed in the ground. It becomes possible to bury the main body in the ground, and therefore, an excellent effect is achieved in that the main body side plate can be sufficiently sunk and buried in the ground even in a narrow space in an existing house building.

そのうえ、本体側板の内部穴の地盤掘削してそ
の掘削土砂を該本体側板の外側に運び出して、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基礎を痛めるこ
となく後から該本体側板の外側に埋め戻し等の施
工をする必要なく、したがつて、工数も少なく、
それだけ作業がし易く、低コストに出来るという
優れた効果が奏される。
In addition, a gap is created between the outside of the main body side plate and the ground because the ground is excavated into the internal hole of the main body side plate, the excavated soil is carried out to the outside of the main body side plate, and the main body side plate is settled by gravity and buried. without any
Therefore, for existing buildings, there is no need to perform construction work such as backfilling on the outside of the main body side panels later without damaging the foundation, and therefore the number of man-hours is reduced.
The excellent effects of easier work and lower cost 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実施例の説明図であ
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図は1実施例の施工プロセス図
で、第2図は本体側板の斜視図、第3図は初期掘
削断面図、第4図は本体側板埋設終了状態断面
図、第5図は地下倉庫の地中埋設完成状態断面
図、第6図は受板の本体側板、及び、壁板に対す
る取り合い部分断面斜視図、第7図は地下倉庫構
成部材の重層関係分解図、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……掘削
土砂。
The drawings are explanatory diagrams of an embodiment of the invention of this application, FIG. 1 is a partial cross-sectional perspective view after completion of manufacturing, and FIGS. 2 to 8 are construction process diagrams of one embodiment, and FIG. is a perspective view of the main body side plate, Fig. 3 is a cross-sectional view of the initial excavation, Fig. 4 is a cross-sectional view of the main body side plate after being buried, Fig. 5 is a cross-sectional view of the completed underground storage of the underground warehouse, and Fig. 6 is a cross-sectional view of the receiving plate. Fig. 7 is an exploded view of the layered relationship of the underground warehouse components; Fig. 8 is a partial plan view of the positional relationship between the main body side plate, receiving plate, and wall plate; Fig. 9 5 is a partial sectional view corresponding to FIG. 5 of another embodiment. 5... Underground storage, 8... Body side plate, 1... House building, 3... Floor plate, 18... Receiving plate, 10... Wall plate, 11... Shelf, 19... Flooring, 15... Excavation Earth and sand.

Claims (1)

【特許請求の範囲】 1 地中に埋設された本体側板上部に設けた出入
口が家屋建屋の床板に臨まされ、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、その波板の内側に周方向棚が一体
付設され、又、該本体側板の上端に該本体側板の
波幅を介して載置固定された受板上に上延して固
定された壁板が平板で形成されていることを特徴
とする地下倉庫。 2 上記本体側板が家屋建屋の床板の下部に形成
されていることを特徴とする上記特許請求の範囲
第1項記載の地下倉庫。 3 上記受板の内縁に上記壁板が固定され、該受
板の上面が床づか設置面にされていることを特徴
とする上記特許請求の範囲第1、2項いづれか記
載の地下倉庫。 4 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
1〜3項いづれか記載の地下倉庫。 5 金属製の地下倉庫を地中に埋設して構築する
地下倉庫施工方法において、断面波板状の本体側
板を地盤掘削しながら重力を介して沈降させ、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上延して設置接合
するようにしたことを特徴とする地下倉庫施工方
法。 6 上記波板状の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ツトして掘削沈降するよ
うにしたことを特徴とする上記特許請求の範囲第
5項記載の地下倉庫施工方法。 7 上記掘削沈降において掘削土砂を本体側板に
積截して沈降重力に利用するようにしたことを特
徴とする状特許請求の範囲第5項又は6項いづれ
か記載の地下倉庫施工方法。
[Scope of Claims] 1. In an underground warehouse where the entrance provided at the upper part of the side plate of the main body buried underground faces the floorboard of a house building and is made of metal, the side plate of the main body is made of corrugated plate, and A circumferential shelf is integrally attached to the inside of the corrugated plate, and a wall plate is a flat plate that extends and is fixed on a receiving plate that is placed and fixed on the upper end of the main body side plate through the wave width of the main body side plate. An underground warehouse characterized by the fact that it is formed. 2. The underground warehouse according to claim 1, wherein the main body side plate is formed under a floorboard of a house building. 3. The underground warehouse according to claim 1, wherein the wall plate is fixed to the inner edge of the receiving plate, and the upper surface of the receiving plate is used as a floor installation surface. 4. The underground warehouse according to any one of claims 1 to 3, wherein at least a portion of the wall plate is formed in an arch shape. 5. In an underground warehouse construction method in which a metal underground warehouse is constructed by burying it underground, the side plates of the main body, which have a corrugated cross-section, are lowered by gravity while excavating the ground, and the bottom plate is joined at a set depth. A method of constructing an underground warehouse, characterized in that a receiving plate is bonded to the upper end, and then a wall plate is extended over the receiving plate and then installed and bonded. 6. The method for constructing an underground warehouse according to claim 5, wherein the corrugated body side plate is set into the ground through a hole formed in the floor board of an existing house building and is excavated and settled. 7. A method for constructing an underground warehouse according to claim 5 or 6, characterized in that during the excavation and settling, the excavated soil is piled up on the side plates of the main body and utilized for 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 JPS6055126A (en) 1985-03-30
JPH0368973B2 true 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)

Families Citing this family (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
JPS6055126A (en) 1985-03-30

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