JP3069834B2 - Basement - Google Patents

Basement

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Publication number
JP3069834B2
JP3069834B2 JP7121695A JP12169595A JP3069834B2 JP 3069834 B2 JP3069834 B2 JP 3069834B2 JP 7121695 A JP7121695 A JP 7121695A JP 12169595 A JP12169595 A JP 12169595A JP 3069834 B2 JP3069834 B2 JP 3069834B2
Authority
JP
Japan
Prior art keywords
basement
foundation
floor
ground
inclined surfaces
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 - Fee Related
Application number
JP7121695A
Other languages
Japanese (ja)
Other versions
JPH08311887A (en
Inventor
亮子 小森
千里 百瀬
俊弘 駒川
Original Assignee
エス・バイ・エル株式会社
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 エス・バイ・エル株式会社 filed Critical エス・バイ・エル株式会社
Priority to JP7121695A priority Critical patent/JP3069834B2/en
Publication of JPH08311887A publication Critical patent/JPH08311887A/en
Application granted granted Critical
Publication of JP3069834B2 publication Critical patent/JP3069834B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Residential Or Office Buildings (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Building Environments (AREA)

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、住宅等の建築物の地下
室に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a basement of a building such as a house.

【0002】[0002]

【従来の技術】従来、図15に示すように、住宅の1階
の床1の下方に、収納庫や地下倉庫等として使用される
地下室2を設ける場合、この地下室2の壁3を地盤のか
なり深い位置まで設けているので、地下室2の壁3及び
床4に側方の地盤5から加わる土圧に対抗する必要上、
壁3及び床4を鉄骨又は鉄筋コンクリート等の強固な構
造物で構成するか、或いは、壁3の外側に土留めや擁壁
等を別途設けるようにしていた。
2. Description of the Related Art Conventionally, as shown in FIG. 15, when a basement 2 used as a storage or an underground warehouse is provided below a floor 1 on the first floor of a house, a wall 3 of the basement 2 is attached to the ground. Since it is provided to a considerably deep position, it is necessary to oppose the earth pressure applied from the side ground 5 to the wall 3 and the floor 4 of the basement 2,
The wall 3 and the floor 4 are made of a strong structure such as steel frame or reinforced concrete, or an earth retaining or retaining wall is provided outside the wall 3 separately.

【0003】[0003]

【発明が解決しようとする課題】ところが、壁3及び床
4を鉄骨又は鉄筋コンクリート等で構成する場合、又は
壁3の外側に土留めや擁壁を設ける場合のいずれも、コ
スト高になると共に施工期間が長期化するという問題点
を有していた。
However, in both cases where the wall 3 and the floor 4 are made of steel frame or reinforced concrete, or where earth retaining or retaining walls are provided on the outside of the wall 3, the cost increases and the construction is performed. There was a problem that the period was prolonged.

【0004】[0004]

【課題を解決するための手段】本発明は上記課題を解決
して、比較的安価に且つ短期間で施工可能な地下室を提
供することを目的としている。そのため、請求項1に係
る地下室は、地盤に基礎を介して構築された建築物の1
階の床の下方に設けられる地下室において、上記基礎間
の地盤に、各々の基礎の底部から対向する基礎へ向かっ
て斜め下方へ30乃至45°の範囲の傾斜角度で傾斜す
る少なくとも2つの傾斜面が形成されるように切土を行
うことにより、上記基礎が地下室の側部を画成し、上記
2つの傾斜面が地下室の底部を画成するように構成した
ことを特徴とするものである。
SUMMARY OF THE INVENTION It is an object of the present invention to solve the above-mentioned problems and to provide a basement which can be constructed relatively inexpensively and in a short period of time. Therefore, the basement according to claim 1 is one of the buildings constructed on the ground through the foundation.
In a basement provided below the floor of the floor, at least two inclined planes inclined at an inclination angle of 30 to 45 ° obliquely downward from the bottom of each foundation toward the opposing foundation in the ground between the foundations. By performing the cutting so that is formed , the foundation defines the side of the basement,
The two inclined surfaces are configured to define a bottom of the basement .

【0005】[0005]

【0006】[0006]

【0007】請求項2に係る地下室は、請求項1の構成
において、上記2つの傾斜面の交差する下端部及び/又
は傾斜面の途中に水平面を設けたことを特徴とするもの
である。
[0007] Basement according to claim 2 is the structure of claim 1 and is characterized in that a horizontal plane in the middle of the lower end and / or inclined surfaces intersecting the two inclined surfaces.

【0008】請求項3に係る地下室は、請求項1または
の構成において、上記2つの傾斜面の表面に耐水層を
形成したことを特徴とするものである。
[0008] The basement according to claim 3 is claim 1 or
In the second aspect, a water-resistant layer is formed on the surfaces of the two inclined surfaces.

【0009】請求項4に係る地下室は、請求項1乃至3
のいずれかの構成において、上記1階の床の下方で1階
の床との間に所定の上下間隔を隔てて水平方向へ延び、
その両端部が対向する基礎に支持される仕切り壁を設け
たことを特徴としている。
According to a fourth aspect of the present invention, there is provided the basement according to the first to third aspects.
In any one of the above configurations, it extends horizontally below the first floor with a predetermined vertical interval between the floor and the first floor,
It is characterized in that a partition wall whose both end portions are supported on a base facing each other is provided.

【0010】[0010]

【0011】請求項5に係る地下室は、請求項1乃至4
のいずれかの構成において、上記基礎の屋外側に隣接す
る地盤に、基礎から地面に向かって斜め上方へ傾斜する
傾斜面が形成されるように切土を行って、上記基礎の屋
外側にドライエリアを設けたことを特徴とするものであ
る。
According to a fifth aspect of the present invention, there is provided the basement according to the first to fourth aspects.
In any of the above configurations, the ground adjacent to the outdoor side of the foundation is cut so as to form an inclined surface that is inclined obliquely upward from the foundation toward the ground, and is dried on the outdoor side of the foundation. An area is provided.

【0012】[0012]

【作用】請求項1の構成によれば、住宅等の建築物の地
下室の施工に際して、上記建築物の相対向する両側の基
礎間の地盤に、各々の基礎から対向する基礎側へ向けて
斜め下方へ傾斜する少なくとも2つの傾斜面を設ける。
この傾斜面は、前後左右の4方向に基礎が存在する場合
において、例えば、左右の基礎間に、左側の基礎から右
側の基礎に向かって右下方向へ傾斜する傾斜面と、右側
の基礎から左側の基礎に向かって左下方向に傾斜する傾
斜面との、2つの傾斜面のみを設けても良く、或いは上
記2つの傾斜面に加えて、前後の基礎間に各々後方下向
き及び前方下向きに傾斜する2つの傾斜面を設けること
により、合計4つの傾斜面を設けることもできる。
According to the first aspect of the present invention, when constructing a basement of a building such as a house, the ground between the foundations on opposite sides of the building is inclined from each foundation toward the facing foundation side. At least two inclined surfaces inclined downward are provided.
In the case where the foundation is present in four directions of front, rear, left and right, for example, between the left and right foundations, the inclined surface is inclined downward and rightward from the left foundation to the right foundation, and Only two slopes may be provided, one with a slope that slopes down and down toward the left foundation, or in addition to the two slopes, a back and down slope between the front and back foundations, respectively. By providing two inclined surfaces, a total of four inclined surfaces can be provided.

【0013】本発明では、上記少なくとも2つの傾斜面
によって地下室の深さ方向を基礎の底部より更に下方ま
で拡張しているので、上記基礎の底部の地盤中での深さ
は従来の地下室の底部の深さより浅くしても上記傾斜面
を加えた地下室全体の深さは従来と同程度とすることが
できる。このように、本発明の基礎の深さは従来の地下
室より浅くできるので、基礎に対して側方から加わる土
圧が従来の地下室より減少する。従って、基礎を保護す
る目的で、土留めや擁壁を設ける必要がなくなる。又、
上記傾斜面は、地盤に切土を行うのみで形成できるの
で、地下室の施工コストを削減できると共に施工期間を
短縮できる。また、基礎によって地下室の側部を画成し
たので、地下室を堅牢な構成とすることができる。
In the present invention, since the depth direction of the basement is further extended below the bottom of the foundation by the at least two inclined surfaces, the depth of the bottom of the foundation in the ground is equal to the depth of the bottom of the conventional basement. Even if it is shallower than the depth, the depth of the whole basement including the above-mentioned inclined surface can be made approximately the same as the conventional one. As described above, since the depth of the foundation of the present invention can be made shallower than that of the conventional basement, the earth pressure applied to the foundation from the side is reduced as compared with the conventional basement. Therefore, there is no need to provide earth retaining and retaining walls for the purpose of protecting the foundation. or,
Since the slope can be formed only by cutting the ground, the construction cost of the basement can be reduced and the construction period can be shortened. Moreover, since the side part of the basement is defined by the foundation, the basement can be made robust.

【0014】さらに、上記2つの傾斜面の水平線に対す
る傾斜角度を30乃至45°としたので、建築物の荷重
等に伴う上記2つの傾斜面での地盤の崩壊が生じにくく
なる。一方、上記傾斜角度が30°未満の場合、地下室
の深さが不充分になる傾向があり、上記傾斜角度が45
°を超える場合、傾斜面での地盤の崩れが生じ易くなる
と共に、地下室が深くなり過ぎる等の問題がある。
Further, since the inclination angle of the two inclined planes with respect to the horizontal line is set to 30 to 45 °, collapse of the ground on the two inclined planes due to a load of a building or the like is less likely to occur. On the other hand, when the inclination angle is less than 30 °, the depth of the basement tends to be insufficient, and the inclination angle is 45 °.
When the angle exceeds °, there is a problem that the ground is easily collapsed on the inclined surface and the basement becomes too deep.

【0015】請求項2の構成によれば、上記切土に際し
て、2つの傾斜面の交差する下端部又は個々の傾斜面の
途中に水平面を設ける。これにより、地下室の底部の一
部が平坦な水平面によって構成されるので、地下室内で
の人の歩行及び物品の搬入、搬出作業等が行い易くなる
と共に、地下室内での物品の積載、保管等も容易にな
る。
According to the second aspect, in the Cut, providing horizontal plane in the middle of the lower end or the individual inclined surfaces intersecting the two inclined surfaces. As a result, since a part of the bottom of the basement is constituted by a flat horizontal surface, it is easy for a person to walk in the basement, and to carry in and out articles, and to load and store articles in the basement. Will also be easier.

【0016】請求項3の構成によれば、上記切土の後、
上記傾斜面を含む底部の表面に耐水層を形成する。これ
により、地下室内に地下水が流出しにくくなり、人及び
物品が地下水に浸されにくくなる。
According to the third aspect of the present invention, after the cut,
A water-resistant layer is formed on the bottom surface including the inclined surface. This makes it difficult for groundwater to flow into the underground room, and makes it difficult for people and articles to be immersed in the groundwater.

【0017】請求項4の構成によれば、地下室の施工時
に上記1階の床の下方に平坦な仕切り壁を水平方向に設
け、この仕切り壁の両端部を上記両側の基礎によって支
持する。これにより、地下室は仕切り壁の上方の1階の
床との間の空間と、仕切り壁の下方の傾斜面との間の空
間とで、上下2層に分割されるが、例えば、仕切り壁の
上方の空間を収納庫等として利用すれば良い。この場
合、水平方向に延びる平坦な仕切り壁が収納庫等の底部
を構成するので、人の出入り及び/又は物品の保管が容
易になる。上記仕切り壁は、所定重量の人及び/又は物
品を支持できれば充分であるので、鉄骨又は鉄筋コンク
リート等の強固な構成とする必要はなく、例えば、コン
クリート板等で低コストで且つ短期間で施工できる。
According to the fourth aspect of the present invention, a flat partition wall is provided horizontally below the floor of the first floor when the basement is constructed, and both ends of the partition wall are supported by the foundations on both sides. Thereby, the basement is divided into upper and lower two layers by a space between the floor on the first floor above the partition wall and a space between the inclined surface below the partition wall. The upper space may be used as a storage. In this case, since the flat partition wall extending in the horizontal direction forms the bottom of the storage, etc., it is easy for people to enter and leave and / or to store articles. Since it is sufficient that the partition wall can support a person and / or an article having a predetermined weight, it is not necessary to use a strong structure such as a steel frame or a reinforced concrete. For example, the partition wall can be constructed with a concrete plate or the like at low cost and in a short period of time. .

【0018】[0018]

【0019】請求項5の構成によれば、上記基礎の屋外
側に隣接する地盤に、基礎から地面に向かって斜め上方
へ傾斜する傾斜面が形成されるように切土を行う。これ
により、上記基礎の屋外側にドライエリア、つまり、地
盤が基礎に接触しない領域が設けられるので、基礎の屋
外側に隣接する地盤からの基礎への土圧が一層減少す
る。又、上記ドライエリアに面するように地下室への出
入口を設ければ、地下室への出入りが容易になる。
According to the fifth aspect of the present invention, the cutting is performed on the ground adjacent to the outdoor side of the foundation so as to form a slope inclined obliquely upward from the foundation toward the ground. Accordingly, a dry area, that is, an area where the ground does not contact the foundation is provided on the outdoor side of the foundation, so that the earth pressure on the foundation from the ground adjacent to the outdoor side of the foundation is further reduced. In addition, if an entrance to the basement is provided so as to face the dry area, access to the basement is facilitated.

【0020】[0020]

【実施例】以下、本発明の第1実施例を図面を参照しな
がら説明する。図1に示すように、住宅等の建築物は、
両側に相対向する基礎11を備え、基礎11は鉄筋コン
クリート造等からなり、地表面12から所定深さだけ掘
り下げた地盤13上に割ぐり石14を介して設けられて
いる。地盤13中での基礎11の深さは、通常の住宅の
基礎の深さと同程度とし、図15の従来の地下室の壁3
の深さよりは浅くする。基礎11上には、1階の床組1
5及び床仕上げ材16が設けられ、床組15の下方の両
側の基礎11間に地下室17が構成されている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A first embodiment of the present invention will be described below with reference to the drawings. As shown in FIG. 1, buildings such as houses are
An opposing foundation 11 is provided on both sides. The foundation 11 is made of reinforced concrete or the like, and is provided on a ground 13 dug down from the ground surface 12 by a predetermined depth via a crushing stone 14. The depth of the foundation 11 in the ground 13 is approximately the same as the depth of the foundation of a normal house, and the depth of the conventional basement wall 3 shown in FIG.
Shallower than the depth of On the foundation 11, the floor set 1 on the first floor
5 and a floor finishing material 16 are provided, and a basement 17 is formed between the foundations 11 on both sides below the floor set 15.

【0021】両側の基礎11間の地盤13には、各々の
基礎11から対向する基礎11側に向けて、斜め下方へ
傾斜する、相対向する2つの傾斜面13a、13bが切
土によって形成され、これら傾斜面13a、13bが地
下室17の断面V字形の底部を成している。地表面12
に対する傾斜面13a、13bの傾斜角度Aは30乃至
45°の範囲とするのが好適であるが、この範囲に限定
されるものではない。本実施例では、傾斜面13a、1
3bでの地盤13の崩れを防止し、且つ地下室17が過
度に深くならないように、上記傾斜角度を30°に設定
している。又、両側の基礎11間の間隔は任意に設定で
きるが、本実施例では8mとしている。本実施例では、
基礎11の深さを図15の従来の地下室の壁3の深さよ
り浅くして、基礎11の周囲から基礎11に加わる土圧
が小さくなるようにしたので、土留めや擁壁等を設ける
必要がなくなる。
On the ground 13 between the foundations 11 on both sides, two opposing inclined surfaces 13a and 13b which are inclined obliquely downward from the respective foundations 11 toward the opposing foundation 11 are formed by cutting. These inclined surfaces 13a and 13b form the bottom of the basement 17 having a V-shaped cross section. Ground surface 12
It is preferable that the inclination angle A of the inclined surfaces 13a and 13b is in the range of 30 to 45 °, but is not limited to this range. In the present embodiment, the inclined surfaces 13a, 1
The inclination angle is set to 30 ° so as to prevent the ground 13 from collapsing at 3b and to prevent the basement 17 from becoming excessively deep. The distance between the foundations 11 on both sides can be set arbitrarily, but is 8 m in this embodiment. In this embodiment,
Since the depth of the foundation 11 is made shallower than the depth of the conventional basement wall 3 in FIG. 15 to reduce the earth pressure applied to the foundation 11 from the periphery of the foundation 11, it is necessary to provide earth retaining and retaining walls and the like. Disappears.

【0022】図2に示す第2実施例では、傾斜面13
a、13bの表面に沿って耐水層18を形成し、地下室
17内に地下水が流出しにくくなるようにしている。耐
水層18は、モルタル又は地盤改良材等により、安価に
且つ容易に構成できる。
In the second embodiment shown in FIG.
A water-resistant layer 18 is formed along the surfaces of a and 13b so that groundwater does not easily flow into the basement room 17. The water-resistant layer 18 can be easily formed at low cost by using mortar, ground improvement material, or the like.

【0023】図3に示す第3実施例は、上記両側の基礎
11間の間隔を第1実施例より広くすると共に、相対向
する傾斜面13a、13bの交差する下端部に平坦な水
平面20を形成し、地下室17の底部を大略断面台形状
としたものである。この場合、地下室17の底部に水平
面20が存在するので、地下室17内で人が歩行した
り、物品の搬入、搬出等の作業をするのに便利であり、
且つ物品の積載、保管が好都合である。図4の第4実施
例は、第3実施例の傾斜面13a、13b及び水平面2
0の表面に沿って耐水層18を形成したものである。
In the third embodiment shown in FIG. 3, the distance between the foundations 11 on both sides is made wider than in the first embodiment, and a flat horizontal plane 20 is formed at the lower end where the opposed inclined surfaces 13a and 13b intersect. The base of the basement 17 is formed to have a substantially trapezoidal cross section. In this case, since the horizontal surface 20 exists at the bottom of the basement 17, it is convenient for a person to walk in the basement 17, or to carry out work such as loading and unloading articles.
In addition, loading and storage of articles is convenient. The fourth embodiment shown in FIG. 4 is different from the third embodiment in that the inclined surfaces 13a and 13b and the horizontal plane 2 are used.
In this case, a water-resistant layer 18 is formed along the surface of the zero.

【0024】図5に示す第5実施例は、各傾斜面13
a、13bの途中に、互いに同一高さとなるように、各
々水平面21を設けたものである。又、図6の第6実施
例は、各傾斜面13a、13bの途中に水平面21を設
けると共に、傾斜面13a、13bの下端部間に水平面
20を形成したものである。
The fifth embodiment shown in FIG.
Horizontal planes 21 are provided in the middle of a and 13b so that they are at the same height. In the sixth embodiment shown in FIG. 6, a horizontal surface 21 is provided in the middle of each of the inclined surfaces 13a and 13b, and a horizontal surface 20 is formed between the lower ends of the inclined surfaces 13a and 13b.

【0025】図7の第7実施例は、上記第1実施例にお
ける両側の基礎11間に、平坦で且つ水平な仕切り壁2
2を設け、地下室17を上下2層の空間に分割すると共
に、仕切り壁22と床組15間の空間を収納庫等として
利用するようにしたものである。この場合、仕切り壁2
2は所定重量の人及び/又は物品を支持できる強度を有
していれば充分であり、従って、仕切り壁22は、例え
ば、コンクリート板や、場合によっては、木板等を敷き
並べることにより構成できる。仕切り壁22と床組15
間の上下幅は、通常の地下室に比して幾分小さくなる
が、収納庫等として利用するには充分なスペースを提供
することができる。図8の第8実施例は、上記第3実施
例の両側の基礎11間に仕切り壁22を設けたものであ
る。
FIG. 7 shows a seventh embodiment in which a flat and horizontal partition wall 2 is provided between the foundations 11 on both sides in the first embodiment.
2, the basement 17 is divided into upper and lower two-layer spaces, and the space between the partition wall 22 and the floor set 15 is used as a storage. In this case, partition wall 2
It is sufficient that the partition wall 2 has a strength capable of supporting a predetermined weight of a person and / or an article. Therefore, the partition wall 22 can be constituted by laying, for example, a concrete plate or, in some cases, a wooden plate. . Partition wall 22 and floor set 15
Although the vertical width between them is somewhat smaller than that of a normal basement, it is possible to provide sufficient space for use as a storage or the like. In the eighth embodiment shown in FIG. 8, a partition wall 22 is provided between the foundations 11 on both sides of the third embodiment.

【0026】図9の第9実施例は、床組15の下方に隣
接して補強梁23を設け、この補強梁23から直方体状
の箱体24を吊り下げて設けたものである。この場合、
平坦且つ水平な底壁24aを有する箱体24の内部を収
納庫等として利用できると共に、箱体24はコンクリー
ト板や木板、金属板等の材料で安価に構成できる。
In the ninth embodiment shown in FIG. 9, a reinforcing beam 23 is provided below and adjacent to the floor set 15, and a rectangular parallelepiped box 24 is suspended from the reinforcing beam 23. in this case,
The inside of the box 24 having a flat and horizontal bottom wall 24a can be used as a storage or the like, and the box 24 can be made of a material such as a concrete plate, a wooden plate, or a metal plate at low cost.

【0027】図10の第10実施例は、上記第2実施例
における基礎11の外側方の地盤13に、基礎11側か
ら地表面12側に向けて上向きに傾斜する傾斜面13
c、13dを形成し、基礎11の外側方に地盤13が基
礎11に接触しないドライエリア25を設けたものであ
る。この場合、基礎11の外側方に地盤13が存在しな
いので、基礎11に加わる土圧が一層減少する。
FIG. 10 shows a tenth embodiment in which an inclined surface 13 which is inclined upward from the foundation 11 side to the ground surface 12 side is formed on the ground 13 outside the foundation 11 in the second embodiment.
c, 13d are formed, and a dry area 25 where the ground 13 does not contact the foundation 11 is provided outside the foundation 11. In this case, since the ground 13 does not exist outside the foundation 11, the earth pressure applied to the foundation 11 is further reduced.

【0028】上記傾斜面13c、13dの表面に沿って
耐水層18が形成され、且つ地表面12より下方でドラ
イエリア25に面するように、基礎11に換気口26が
形成されている。又、図示しないが、基礎11には、ド
ライエリア25に面するように地下室17への出入口が
設けられ、ドライエリア25から地下室17へ容易に出
入りできるようになっている。なお、図11の第11実
施例は、上記第4実施例の基礎11の外側方にドライエ
リア25を設けたものである。
A water resistant layer 18 is formed along the surfaces of the inclined surfaces 13c and 13d, and a ventilation opening 26 is formed in the foundation 11 so as to face the dry area 25 below the ground surface 12. Although not shown, the base 11 is provided with an entrance to the basement 17 so as to face the dry area 25 so that the basement 17 can easily enter and exit from the dry area 25. In the eleventh embodiment shown in FIG. 11, a dry area 25 is provided outside the foundation 11 of the fourth embodiment.

【0029】図12の第12実施例は、地下室17の底
部の傾斜面13a、13bに耐水層18を設けずに、上
記底部に積極的に地下水27を流出させるようにし、こ
の地下水27を不図示のポンプ等により配管28を介し
て屋根30の上部へ汲み上げ、更に、地下水27が屋根
30の表面を伝わって流下し、住宅の壁体31に沿って
設けた排水管32及び、ドライエリア25の底部に対向
させて基礎11に設けた集水孔33を通して地下室17
の底部に還流するように構成し、地下水27の循環によ
って屋根30及び住宅各部の冷却を行うようにしたもの
である。
In the twelfth embodiment shown in FIG. 12, the underground room 17 is provided with no water-resistant layer 18 on the inclined surfaces 13a and 13b at the bottom, and the groundwater 27 is allowed to flow out to the bottom at the bottom. The pump or the like shown in the drawing is used to pump water to the upper part of the roof 30 via a pipe 28, and further, groundwater 27 flows down the surface of the roof 30, and a drain pipe 32 provided along a wall 31 of the house and a dry area 25. Through the water collecting hole 33 provided in the foundation 11 so as to face the bottom of the basement 17.
The roof 30 and each part of the house are cooled by circulating the groundwater 27.

【0030】図13の第13実施例では、地上等に設け
た貯水槽35を配管34により地下室17の底部と連結
し、上記底部に湧出した地下水27を貯水槽35に移送
して貯水槽35内に貯水することにより、住宅の冷却及
び散水その他の生活用水或いは防火用等の非常用水とし
て利用できるようにしたものである。なお、貯水槽35
の代わりに貯水池を設けても良い。
In the thirteenth embodiment shown in FIG. 13, a water storage tank 35 provided on the ground or the like is connected to the bottom of the basement room 17 by a pipe 34, and the groundwater 27 which has flowed out to the bottom is transferred to the water storage tank 35 and the water storage tank 35 By storing the water in the house, it can be used as emergency water for cooling and watering the house, other living water or fire prevention. The water tank 35
Alternatively, a reservoir may be provided.

【0031】図14の第14実施例は、上記第10実施
例を改良したもので、ドライエリア25に面した基礎1
1に換気口26を設けると共に、地下室17内の空間を
住宅の壁体31及び屋根30内に形成した換気通路と連
通させ、温度、湿度等の変化の少ない地下室17内の空
気が壁体31及び屋根30内を流通するように構成し
て、壁体内の換気を一層有効に行えるようにしたもので
ある。
The fourteenth embodiment shown in FIG. 14 is an improvement of the tenth embodiment, and is different from the first embodiment in that the foundation 1 facing the dry area 25 is formed.
1 is provided with a ventilation opening 26, and the space in the basement 17 is communicated with the ventilation passage formed in the wall 31 and the roof 30 of the house, so that the air in the basement 17 with little change in temperature, humidity, etc. And, it is configured so as to circulate in the roof 30 so that the ventilation in the wall can be more effectively performed.

【0032】なお、上記各実施例では、説明を簡単にす
るため、傾斜面13a、13bを左右方向に2つのみ設
けるものとしたが、実際の施工に際しては、前後左右の
4方向に存在する基礎11の、左右の基礎11間に上記
2つの傾斜面13a、13bを形成すると共に、更に、
前後の基礎11間に、前側の基礎11から後側の基礎1
1に向かって後方下向きに傾斜する傾斜面と、後側の基
礎11から前側の基礎11に向かって前方下向きに傾斜
する傾斜面とを設けて、合計4つの傾斜面を形成するこ
ともできる。建築物の平面形状が5角形、6角形等の各
種多角形である場合、傾斜面の数をそれに合わせて増減
することができ、又、例えば、建築物が円筒状である場
合、逆円錐状の傾斜面を設けるようにしても良い。
In each of the above embodiments, only two inclined surfaces 13a and 13b are provided in the left-right direction for the sake of simplicity of explanation. The two inclined surfaces 13a and 13b are formed between the left and right foundations 11 of the foundation 11, and further,
Between the front and rear foundations 11, from the front foundation 11 to the rear foundation 1
A total of four inclined surfaces can be formed by providing an inclined surface inclined downward and rearward toward 1 and an inclined surface inclined downward and forward from the rear foundation 11 toward the front foundation 11. When the planar shape of the building is various polygons such as a pentagon and a hexagon, the number of inclined surfaces can be increased or decreased in accordance with the polygon. For example, when the building is cylindrical, an inverted conical shape is used. May be provided.

【0033】[0033]

【発明の効果】以上説明したように、本発明の地下室
は、建築物の基礎間の地盤に、各々の基礎から対向する
基礎側へ向けて斜め下方へ傾斜する、相対向する少なく
とも2つの傾斜面を切土によって設け、この傾斜面によ
って形成される空間を地下室の全部又は一部の空間とし
たものであり、上記傾斜面によって地下室の深さを確保
できるので、上記基礎の地盤中での深さを従来の地下室
より浅くして、基礎の周囲から基礎に加わる土圧を減少
させることができる。その結果、上記両側の基礎を保護
する目的で、土留めや擁壁を設ける必要がなくなるの
で、施工コストを削減すると共に施工期間を短縮するこ
とが可能になる。又、上記基礎によって地下室の側部を
画成すると共に、上記2つの傾斜面によって地下室の底
部を画成するようにしたので、地下室の側部が基礎によ
り構成されて、堅牢な構成となる。
As described above, the basement of the present invention comprises at least two opposed slopes, which are inclined obliquely downward from each foundation toward the opposite foundation side, on the ground between the foundations of the building. The surface is provided by cuts, and the space formed by this slope is used as the entire or partial space of the basement, and the depth of the basement can be secured by the slope, so that The depth can be made shallower than in a conventional basement to reduce the earth pressure applied to the foundation from around the foundation. As a result, it is not necessary to provide earth retaining and retaining walls for the purpose of protecting the foundations on both sides, so that it is possible to reduce the construction cost and shorten the construction period. In addition, since the side of the basement is defined by the foundation , and the bottom of the basement is defined by the two inclined surfaces, the base of the basement is constituted by the foundation , so that the structure is robust.

【0034】また、上記2つの傾斜面の水平線に対する
傾斜角度を30乃至45°としたので、地下室の深さを
確保しつつ、建築物の荷重等に伴う上記傾斜面での地盤
の崩れを防止することができる。
Further, since the inclination angle with respect to the horizontal line of the two inclined surfaces is 30 to 45 °, while maintaining the depth of the basement, the collapse of the ground in the inclined surface due to the load or the like of a building prevention can do.

【0035】上記2つの傾斜面の交差する下端部及び/
又は傾斜面の途中に平坦な水平面を設ければ、地下室の
底部に水平面が存在するので、地下室内での人の歩行及
び物品の搬入、搬出作業等が行い易くなると共に上記底
部上での物品の積載も容易になる。上記底部の表面に耐
水層を形成すれば、地下室内に地下水が流出しにくくな
って、人及び物品が地下水に浸されにくくなる利点が生
じる。
The lower end where the two inclined surfaces intersect and / or
Or, if a flat horizontal surface is provided in the middle of the inclined surface, since there is a horizontal surface at the bottom of the basement, it is easy for people to walk in the basement and carry in and carry out articles, etc. Loading becomes easy. If a water-resistant layer is formed on the surface of the bottom, there is an advantage that it is difficult for groundwater to flow into the underground room, and that people and articles are hardly immersed in the groundwater.

【0036】上記1階の床の下方に、1階の床との間に
所定の上下間隔を隔てて平坦な仕切り壁を水平方向に設
け、この仕切り壁の両端部を対向する基礎によって支持
すれば、地下室内の空間は仕切り壁の上下で2層に分割
されるが、この仕切り壁の上方の空間を収納庫等として
利用するようにすれば、収納庫等の底部は水平方向に延
びる平坦な仕切り壁によって構成されるので、人の出入
り、物品の積載が共に容易になる。又、上記仕切り壁
は、所定重量の人及び物品を支持できれば充分であるの
で、鉄骨又は鉄筋コンクリート等の強固な構成とする必
要はなく、例えば、コンクリート板や、場合によって
は、木板等を用いて、仕切り壁を低コストで短期間に施
工できる。
Below the first-floor floor, flat partition walls are horizontally provided at predetermined vertical intervals between the first-floor floor and both ends of this partition wall are supported by opposing foundations. For example, the space in the basement is divided into two layers above and below the partition wall, but if the space above this partition wall is used as a storage, the bottom of the storage is flat extending horizontally. Because of the partition walls, it is easy for people to enter and exit and to load articles. Further, the partition wall is sufficient if it can support a predetermined weight of a person and an article, so that it is not necessary to use a strong structure such as a steel frame or a reinforced concrete.For example, a concrete plate or, in some cases, a wooden plate or the like is used. The partition wall can be constructed in a short time at low cost.

【0037】[0037]

【0038】上記基礎の屋外側に隣接する地盤に、基礎
から地表面に向かって斜め上方へ傾斜する傾斜面を形成
するように切土を行って、上記基礎の屋外側にドライエ
リアを設ければ、基礎の屋外側の地盤から基礎に加わる
土圧が一層減少する。又、上記ドライエリアに面するよ
うに地下室への出入口を設ければ、地下室への出入りが
容易になる。
A cut area is formed on the ground adjacent to the outdoor side of the foundation so as to form an inclined surface that is inclined obliquely upward from the foundation toward the ground surface, and a dry area is provided on the outdoor side of the foundation. In this case, the earth pressure applied to the foundation from the ground outside the foundation is further reduced. In addition, if an entrance to the basement is provided so as to face the dry area, access to the basement is facilitated.

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

【図1】本発明の第1実施例に係る地下室の概略断面説
明図。
FIG. 1 is a schematic sectional explanatory view of a basement according to a first embodiment of the present invention.

【図2】本発明の第2実施例に係る地下室の概略断面説
明図。
FIG. 2 is a schematic sectional explanatory view of a basement according to a second embodiment of the present invention.

【図3】本発明の第3実施例に係る地下室の概略断面説
明図。
FIG. 3 is a schematic sectional explanatory view of a basement according to a third embodiment of the present invention.

【図4】本発明の第4実施例に係る地下室の概略断面説
明図。
FIG. 4 is a schematic sectional explanatory view of a basement according to a fourth embodiment of the present invention.

【図5】本発明の第5実施例に係る地下室の概略断面説
明図。
FIG. 5 is a schematic sectional explanatory view of a basement according to a fifth embodiment of the present invention.

【図6】本発明の第6実施例に係る地下室の概略断面説
明図。
FIG. 6 is a schematic sectional view illustrating a basement according to a sixth embodiment of the present invention.

【図7】本発明の第7実施例に係る地下室の概略断面説
明図。
FIG. 7 is a schematic sectional view illustrating a basement according to a seventh embodiment of the present invention.

【図8】本発明の第8実施例に係る地下室の概略断面説
明図。
FIG. 8 is a schematic sectional explanatory view of a basement according to an eighth embodiment of the present invention.

【図9】本発明の第9実施例に係る地下室の概略断面説
明図。
FIG. 9 is a schematic sectional view of a basement according to a ninth embodiment of the present invention.

【図10】本発明の第10実施例に係る地下室の概略断
面説明図。
FIG. 10 is a schematic sectional explanatory view of a basement according to a tenth embodiment of the present invention.

【図11】本発明の第11実施例に係る地下室の概略断
面説明図。
FIG. 11 is a schematic sectional explanatory view of a basement according to an eleventh embodiment of the present invention.

【図12】本発明の第12実施例に係る地下室の概略断
面説明図。
FIG. 12 is a schematic sectional view illustrating a basement according to a twelfth embodiment of the present invention.

【図13】本発明の第13実施例に係る地下室の概略断
面説明図。
FIG. 13 is a schematic sectional explanatory view of a basement according to a thirteenth embodiment of the present invention.

【図14】本発明の第14実施例に係る地下室の概略断
面説明図。
FIG. 14 is a schematic sectional explanatory view of a basement according to a fourteenth embodiment of the present invention.

【図15】従来の地下室の概略断面説明図。FIG. 15 is a schematic sectional explanatory view of a conventional basement.

【符号の説明】[Explanation of symbols]

11 基礎 12 地表面 13 地盤 13a、13b 傾斜面 15 1階の床組(1階の床) 17 地下室 18 耐水層 20、21 水平面 22 仕切り壁 24 箱体 25 ドライエリア DESCRIPTION OF SYMBOLS 11 Foundation 12 Ground surface 13 Ground 13a, 13b Slope 15 Floor set of 1st floor (floor of 1st floor) 17 Basement 18 Waterproof layer 20, 21 Horizontal plane 22 Partition wall 24 Box 25 Dry area

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 昭57−234(JP,A) 特開 平2−125071(JP,A) 特開 平4−347215(JP,A) 特開 昭59−106670(JP,A) 実開 平6−4152(JP,U) 実開 昭58−103236(JP,U) 特公 平7−33676(JP,B2) (58)調査した分野(Int.Cl.7,DB名) E02D 29/00 ──────────────────────────────────────────────────続 き Continuation of the front page (56) References JP-A-57-234 (JP, A) JP-A-2-1255071 (JP, A) JP-A-4-347215 (JP, A) JP-A-59-234 106670 (JP, A) JP 64152 (JP, U) JP 58-103236 (JP, U) JP 7-33676 (JP, B2) (58) Field surveyed (Int. Cl. 7 , DB name) E02D 29/00

Claims (5)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 地盤に基礎を介して構築された建築物の
1階の床の下方に設けられる地下室において、 上記基
礎間の地盤に、各々の基礎の底部から対向する基礎へ向
かって斜め下方へ30乃至45°の範囲の傾斜角度で傾
斜する少なくとも2つの傾斜面が形成されるように切土
を行うことにより、上記基礎が地下室の側部を画成し、
上記2つの傾斜面が地下室の底部を画成するように構成
したことを特徴とする地下室。
1. A basement provided below a floor of a first floor of a building constructed on a ground with a foundation therebetween, wherein the ground between the foundations is obliquely lowered from the bottom of each foundation toward the opposing foundation. The foundation defines the sides of the basement by performing the cutting so that at least two slopes are inclined at an inclination angle in the range of 30 to 45 ° to
A basement, wherein the two inclined surfaces define a bottom of the basement.
【請求項2】 上記2つの傾斜面の交差する下端部及び
/又は傾斜面の途中に水平面を設けたことを特徴とする
請求項1記載の地下室。
2. The basement according to claim 1, wherein a horizontal plane is provided at a lower end portion where the two inclined surfaces intersect and / or in the middle of the inclined surfaces.
【請求項3】 上記2つの傾斜面の表面に耐水層を形成
したことを特徴とする請求項1または2記載の地下室。
3. The basement according to claim 1, wherein a water-resistant layer is formed on the surfaces of the two inclined surfaces.
【請求項4】 上記1階の床の下方で1階の床との間に
所定の上下間隔を隔てて水平方向へ延び、その両端部が
対向する基礎に支持される仕切り壁を設けたことを特徴
とする請求項1乃至3のいずれか記載の地下室。
4. A partition wall extending horizontally below the first-floor floor with a predetermined vertical interval between the first-floor floor and the first-floor floor, and both ends of which are supported by opposing foundations. The basement according to any one of claims 1 to 3, wherein:
【請求項5】 上記基礎の屋外側に隣接する地盤に、基
礎から地表面に向かって斜め上方へ傾斜する傾斜面が形
成されるように切土を行うことにより、上記基礎の屋外
側にドライエリアを設けたことを特徴とする請求項1乃
至4記載の地下室。
5. A cut is made on the ground adjacent to the outdoor side of the foundation so as to form an inclined surface which is inclined obliquely upward from the foundation toward the ground surface. The basement according to any one of claims 1 to 4, wherein an area is provided.
JP7121695A 1995-05-19 1995-05-19 Basement Expired - Fee Related JP3069834B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7121695A JP3069834B2 (en) 1995-05-19 1995-05-19 Basement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7121695A JP3069834B2 (en) 1995-05-19 1995-05-19 Basement

Publications (2)

Publication Number Publication Date
JPH08311887A JPH08311887A (en) 1996-11-26
JP3069834B2 true JP3069834B2 (en) 2000-07-24

Family

ID=14817599

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7121695A Expired - Fee Related JP3069834B2 (en) 1995-05-19 1995-05-19 Basement

Country Status (1)

Country Link
JP (1) JP3069834B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4231470B2 (en) * 2004-09-09 2009-02-25 積水化学工業株式会社 Solid foundation structure

Also Published As

Publication number Publication date
JPH08311887A (en) 1996-11-26

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