JPS6035640Y2 - Basement - Google Patents

Basement

Info

Publication number
JPS6035640Y2
JPS6035640Y2 JP4098981U JP4098981U JPS6035640Y2 JP S6035640 Y2 JPS6035640 Y2 JP S6035640Y2 JP 4098981 U JP4098981 U JP 4098981U JP 4098981 U JP4098981 U JP 4098981U JP S6035640 Y2 JPS6035640 Y2 JP S6035640Y2
Authority
JP
Japan
Prior art keywords
formwork
inner formwork
basement
concrete
peripheral wall
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
Application number
JP4098981U
Other languages
Japanese (ja)
Other versions
JPS57156545U (en
Inventor
崇 七海
Original Assignee
ミサワホ−ム株式会社
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 ミサワホ−ム株式会社 filed Critical ミサワホ−ム株式会社
Priority to JP4098981U priority Critical patent/JPS6035640Y2/en
Publication of JPS57156545U publication Critical patent/JPS57156545U/ja
Application granted granted Critical
Publication of JPS6035640Y2 publication Critical patent/JPS6035640Y2/en
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 本考案は、構築が簡単でしかも十分な構造耐力を備えた
地下室に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a basement that is easy to construct and has sufficient structural strength.

従来のコンクリート製地下室は、地面に掘った大向に型
枠を組立て、型枠の間に流し込んだコンクリートが固ま
ったのち型枠を取り外し、穴とコンクリート壁の間の隙
間に土を埋め戻して構築されている。
Traditional concrete basements are constructed by assembling formwork in a large area dug into the ground, removing the formwork after the concrete poured between the forms has hardened, and backfilling the gap between the hole and the concrete wall with soil. It is built.

このため、型枠の組立・取外しといった作業が面倒であ
る欠点があった。
For this reason, there was a drawback that work such as assembling and removing the formwork was troublesome.

又、ひとえに型枠の組立てといっても、合板の型枠を地
下室の形状に合わせて組み立てるには時間がかかり、こ
のため工事が長期化しやすく、特に雨の多い季節では型
枠内への浸水に注意しつつ工事を進める等の必要を生じ
て工事の遅れが助長されやすい等の欠点があった。
Also, even though it is just assembling the formwork, it takes time to assemble the plywood formwork to fit the shape of the basement, which tends to prolong the construction process, and especially during the rainy season, there is a risk of water seeping into the formwork. There were disadvantages such as the need to proceed with construction while paying attention to the above, which tended to lead to delays in construction.

本考案は、地面に形成した穴にボルトによって同心状に
一体化した有底筒状の内型枠と筒状の外型枠とを挿入し
、内型枠と外型枠との間にコンクリートを打設してなり
、前記内型枠の周壁に棚を構成する凹部を形成し、ボル
トが貫通した内型枠の周壁部分に溝部を形成することに
よって、量産が可能で組み立てと据え付けが容易であり
、防水性に優れるとともに、強度が高く、しかも内部に
収納する物品の整理整頓が容易な構成とした地下室の提
供を目的とする。
This invention involves inserting a bottomed cylindrical inner formwork and a cylindrical outer formwork that are concentrically integrated with bolts into a hole formed in the ground, and concrete is placed between the inner formwork and the outer formwork. mass production is possible and assembly and installation are easy. The purpose of the present invention is to provide a basement which is excellent in waterproofness, has high strength, and has a structure in which articles stored inside can be easily organized.

以下図面とともに本考案の一実施例につき説明する。An embodiment of the present invention will be described below with reference to the drawings.

図は本考案になる地下室の一実施例の縦断面図を示す。The figure shows a vertical sectional view of an embodiment of the basement according to the present invention.

図中、1は収納用地下室で、地中のモルタル敷きの基盤
(ツーチン)2上に平面形状が円形や角形にされた筒状
の鉄筋コンクリート壁3を形成して構成してあり、コン
クリート壁3は地上の建屋を支える基礎となる。
In the figure, reference numeral 1 denotes a storage basement, which is constructed by forming a cylindrical reinforced concrete wall 3 with a circular or square planar shape on a foundation 2 covered with mortar underground. serves as the foundation that supports the building above ground.

本考案においては、特にコンクリート壁3を形成する際
の筒状の外型枠4と筒状の内型枠5は、コンクリートを
打ったあとも壁の一部としてそのまま残し、浸水防止壁
や或いは内装用装飾壁として機能するよう配慮しである
In the present invention, in particular, the cylindrical outer formwork 4 and the cylindrical inner formwork 5 when forming the concrete wall 3 are left as they are as part of the wall even after concrete is poured, and are used as a water-prevention wall or as a wall. It is designed to function as an interior decorative wall.

以下、地下室1の構築につき順を追って説明する。Hereinafter, construction of the basement 1 will be explained step by step.

先ず、地下室1を構築しようとする部分に、図中一点鎖
線で示した如く地下室1よりも僅かに大きめの六〇を掘
る。
First, in the area where basement 1 is to be constructed, a hole 60, which is slightly larger than basement 1, is dug as shown by the dashed line in the figure.

一方、これとは別に外型枠4と内型枠5を工場等におい
て回転成形により製作してそれらを別途成形された基盤
2の上に互に同心状に立設しそれらを化粧ボルト(スペ
ーサ)9で一体に固定するとともに外型枠4と内型枠5
の間に鉄筋7を配設してそれらの全体をクレーン等によ
って上記の六6に吊り降ろす。
On the other hand, separately from this, the outer formwork 4 and the inner formwork 5 are manufactured by rotary molding in a factory, etc., and they are erected concentrically on a separately molded base 2, and then fixed with decorative bolts (spacers). ) 9 and fix the outer formwork 4 and the inner formwork 5 together.
A reinforcing bar 7 is placed between them, and the whole is lowered to the above-mentioned 66 by a crane or the like.

なお、図の外型枠4は回転成形によって製作された樹脂
パネル4aの上下に合板4bを取り付けてなるが、全体
を回転成形によって製作することもできる。
The outer frame 4 shown in the figure is formed by attaching plywood 4b to the top and bottom of a resin panel 4a manufactured by rotational molding, but the entire frame 4 can also be manufactured by rotational molding.

内型枠5には本実施例の場合、2箇所に室内工事や室内
装飾に役立つとともに、内型枠の内部に収納した物品の
整理整頓に便利な凹部5a*5bが形成されるとともに
、内型枠5における化粧ボルト9の貫通部分には、化粧
ボルト9の頭部を収納する溝部5dが形成されている。
In the case of this embodiment, the inner formwork 5 is formed with two recesses 5a*5b which are useful for interior construction and interior decoration, and are convenient for organizing articles stored inside the inner formwork. A groove portion 5d for accommodating the head of the decorative bolt 9 is formed in the part of the formwork 5 through which the decorative bolt 9 passes.

なおまた両型枠4゜5の製造方法も上記に限られるもの
でない。
Furthermore, the method of manufacturing both formworks 4.5 is not limited to the above.

更にまた図の内型枠5は底5cを持ち、この底5cと基
盤2の間にモルタル8が敷かれているが、モルタル8は
省略しても差し支えない。
Furthermore, the inner formwork 5 in the figure has a bottom 5c, and a mortar 8 is laid between the bottom 5c and the base 2, but the mortar 8 may be omitted.

次に、外型枠4の外側の穴6の部分に土を埋め戻し、外
型枠4に土庄が側圧として作用する状態で両型枠4,5
間にコンクリートを流し込む。
Next, the holes 6 on the outside of the outer formwork 4 are backfilled with soil, and both formworks 4 and 5 are
Pour concrete in between.

なお、地上の建屋の壁パネル構築用の定着鉄筋10は、
図中二点鎖線で示した如く、流し込んだコンクリートの
上端部に埋設しておくとよい。
In addition, the anchoring reinforcing bars 10 for constructing the wall panels of the building on the ground are as follows:
As shown by the two-dot chain line in the figure, it is best to bury it in the upper end of the poured concrete.

こうして地下室1は、型枠4,5間に打ったコンクリー
トが壁として固まることによって完成するが、前記した
如く、外型枠4に対し予め土圧をかけた状態でコンクリ
ートを打っているため、コンクリート打設時の外方への
側圧は上記土圧で相殺できる。
In this way, the basement 1 is completed when the concrete poured between the formworks 4 and 5 hardens as a wall, but as mentioned above, since the concrete is poured with earth pressure applied to the outer formwork 4 in advance, The outward lateral pressure during concrete placement can be offset by the above earth pressure.

上記の工法によれば、外型枠4と内型枠5を支持部材な
どを用いて支えたりする必要がないから、工事が簡単で
あり、従って工期が短かく労務経費も少なくて済む。
According to the above-mentioned construction method, there is no need to support the outer formwork 4 and the inner formwork 5 using supporting members, etc., so the construction is simple, and therefore the construction period is short and labor costs are also reduced.

又、両型枠4,5は工場において回転成形等により成形
されたいわゆるプレハブ品を用いているため、設計の標
準化、規格の統一化が容易であり、十分な品質管理が可
能である上、コストダウンが可能である。
In addition, since both formworks 4 and 5 are so-called prefabricated products formed by rotary molding or the like in a factory, it is easy to standardize designs and unify specifications, and sufficient quality control is possible. Cost reduction is possible.

なお、内型枠5には凹部5a、5bが形成されているた
めにこれらの部分が補強リブ効果を奏し、内型枠5は補
強されて強固な構成になっている。
Note that since the inner frame 5 is formed with recesses 5a and 5b, these portions have a reinforcing rib effect, and the inner frame 5 is reinforced and has a strong structure.

更に、内型枠5の溝部5dは化粧水ルト9の頭部を収納
しているためにこの頭部は内型枠5の内周面から突出す
ることは無く、したがって、内型枠5の内周面に内装シ
ートや壁紙を貼り付けた場合に、内装シートや壁紙に凸
部を形成すること無くこれらを内型枠5の内面に貼り付
けることができる。
Furthermore, since the groove 5d of the inner mold 5 accommodates the head of the lotion root 9, this head does not protrude from the inner circumferential surface of the inner mold 5. When an interior sheet or wallpaper is attached to the inner peripheral surface, these can be attached to the inner surface of the inner formwork 5 without forming a convex portion on the interior sheet or wallpaper.

さらに又、内型枠5は異形成形が可能であるから、規格
の幅を拡張し、顧客の種々の要求に応えることができる
Furthermore, since the inner formwork 5 can be of different shapes, the range of specifications can be expanded to meet the various demands of customers.

両型枠4,5の間にコンクリートを打設した後で、土の
埋戻しを行なうこともできる。
After concrete is placed between the formworks 4 and 5, it is also possible to backfill with soil.

上記実施例においては、型枠4,5を基盤の上に立設し
てそれらを穴6に吊り降ろしているが、穴6の底に基盤
2を打っておき、これの上に型枠4,5をおろすように
してもよい。
In the above embodiment, the formworks 4 and 5 are erected on the base and suspended into the hole 6, but the base 2 is placed in the bottom of the hole 6, and the formwork 4 is placed on top of this. , 5 may be lowered.

以上説明したように、本考案の地下室は、地面に形成し
た穴にボルトによって同心状に一体化した有底筒状の内
型枠と筒状の外型枠とを挿入し、内型枠と外型枠との間
にコンクリートを打設してなり、前記内型枠の周壁に棚
を構成する凹部を形成し、ボルトが貫通した内型枠の周
壁部分に溝部を形成したものであり、工場等で内型枠と
外型枠とを形成してこれらを組み立てることができるた
めに、量産が可能になり、コストダウンが実現できる。
As explained above, the basement of the present invention is constructed by inserting a bottomed cylindrical inner formwork and a cylindrical outer formwork that are concentrically integrated with bolts into a hole formed in the ground. Concrete is cast between the inner formwork and the outer formwork, a recess forming a shelf is formed in the peripheral wall of the inner formwork, and a groove is formed in the peripheral wall portion of the inner formwork through which the bolt penetrates, Since the inner formwork and the outer formwork can be formed and assembled in a factory or the like, mass production is possible and costs can be reduced.

また、外型枠は筒状であり、内型枠は有底筒状のために
、施工時にこれらを支持する部材を使用する必要が無く
、工事が簡単で工期が短くなり、労務経費も少なくて済
むとともに、内型枠は防水性が完全なために、内装工事
が容易であり、内型枠と内装材としてそのまま使用でき
るために、内装工事の簡略化もなしうる。
In addition, since the outer formwork is cylindrical and the inner formwork is cylindrical with a bottom, there is no need to use members to support them during construction, making construction easier, shorter construction times, and lower labor costs. In addition, since the inner formwork is completely waterproof, interior work is easy, and since the inner formwork and interior material can be used as is, the interior work can be simplified.

更に、内型枠に形成された四部は物品の収納用として利
用することができ、地下室内部の整理整頓が容易な構成
である。
Furthermore, the four parts formed in the inner frame can be used for storing articles, making it easy to keep the inside of the basement tidy.

なお、内型枠に形成された凹部と溝部は内型枠の補強リ
ブとなるために、内型枠は強度が高く充分な強度を有し
ている。
In addition, since the recesses and grooves formed in the inner formwork serve as reinforcing ribs for the inner formwork, the inner formwork has high strength and sufficient strength.

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

図は本考案になる地下室の一実施例の縦断面図である。 1・・・・・・地下室、2・・・・・・基盤、3・・・
・・・コンクリート壁、4・・・・・・外型枠、5・・
・・・・内型枠、5a、5b・・・・・・凹部、5b・
・・・・・溝部、6・・・・・・穴、7・・・・・・鉄
筋。
The figure is a vertical cross-sectional view of one embodiment of the basement according to the present invention. 1...Basement, 2...Foundation, 3...
...Concrete wall, 4...External formwork, 5...
...Inner formwork, 5a, 5b...Concavity, 5b.
...groove, 6 ... hole, 7 ... reinforcing bar.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 地面に形成された穴に、有底筒状をなし一体成形された
内型枠と、筒状の外型枠とが、互いの周壁の間に間隔を
あけて同心状に組まれ、かつ、内型枠の周壁と外型枠の
周壁とを貫通したボルトによって一体化されて挿入され
、前記内型枠と外型枠との間にはコンクリートが打設さ
れてなり、前記内型枠の周壁には、棚を構成する凹部が
形成され、前記内型枠の周壁においてボルトが貫通した
部分には、ホルトの頭部を収納する凹溝が形成されてな
ることを特徴とする地下室。
A bottomed cylindrical inner formwork integrally formed in a hole formed in the ground and a cylindrical outer formwork are assembled concentrically with an interval between their peripheral walls, and The peripheral wall of the inner formwork and the peripheral wall of the outer formwork are integrated and inserted by bolts that pass through them, and concrete is poured between the inner formwork and the outer formwork, so that the inner formwork A basement characterized in that a recessed part constituting a shelf is formed in the peripheral wall, and a recessed groove for accommodating the head of a bolt is formed in the part of the peripheral wall of the inner formwork through which the bolt passes.
JP4098981U 1981-03-24 1981-03-24 Basement Expired JPS6035640Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4098981U JPS6035640Y2 (en) 1981-03-24 1981-03-24 Basement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4098981U JPS6035640Y2 (en) 1981-03-24 1981-03-24 Basement

Publications (2)

Publication Number Publication Date
JPS57156545U JPS57156545U (en) 1982-10-01
JPS6035640Y2 true JPS6035640Y2 (en) 1985-10-23

Family

ID=29838085

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4098981U Expired JPS6035640Y2 (en) 1981-03-24 1981-03-24 Basement

Country Status (1)

Country Link
JP (1) JPS6035640Y2 (en)

Also Published As

Publication number Publication date
JPS57156545U (en) 1982-10-01

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