JP2639877B2 - Under-floor storage for double use - Google Patents
Under-floor storage for double useInfo
- Publication number
- JP2639877B2 JP2639877B2 JP5021884A JP2188493A JP2639877B2 JP 2639877 B2 JP2639877 B2 JP 2639877B2 JP 5021884 A JP5021884 A JP 5021884A JP 2188493 A JP2188493 A JP 2188493A JP 2639877 B2 JP2639877 B2 JP 2639877B2
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- Japan
- Prior art keywords
- foundation
- building
- ground
- beams
- water
- 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
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Description
【０００１】[0001]
【産業上の利用分野】本発明は、部屋の床下全域を床下
収納庫と成すと共に、建物基礎と床下収納庫の施工、構
築を関連させる様にした基礎兼用の床下収納庫に関する
ものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an underfloor storage for use as a foundation, wherein the entire area under the floor of a room is formed as a underfloor storage, and the construction and construction of the building foundation and the underfloor storage are related.
【０００２】[0002]
【従来の技術】従来、地上建物本体の建物基礎と床下収
納庫は夫々別個の目的、役割を有し、又最近の地価高騰
により狭い土地を有効利用する為に床下収納庫を設置す
ることが頻繁に行われる様に成ったが、従来の床下収納
庫は建物基礎の敷設後、該建物基礎の内側を掘り下げて
他の構造物を埋設したり、或いは逆に構造物の埋設後、
建物基礎を敷設していた為、建物基礎の敷設と構造物の
埋設が別々に施工、構築されて二度手間と成り、而も両
者は養生期間が必要で同時に作業出来ず、両者の施工、
構築に長時間を要する欠点を有している。2. Description of the Related Art Conventionally, a building foundation of a ground building body and an underfloor storage have different purposes and roles, respectively. In addition, underfloor storage has been installed in order to effectively use narrow land due to a recent rise in land prices. Although it was made to be done frequently, the conventional underfloor storage was laid down on the inside of the building foundation after laying the building foundation, and other structures were buried, or conversely, after the structure was buried,
Because the building foundation was laid, the laying of the building foundation and the burial of the structure were separately constructed and constructed, and it was time-consuming twice, and both of them required a curing period and could not work at the same time.
It has the disadvantage that it takes a long time to build.
【０００３】又、一般的な建物基礎は地面に対する接触
部分が平面的で地面との一体化が不足し、地震等の横揺
れに対して非常に弱い欠点を有し、又建物基礎と床下収
納庫は地面に対して上下関係のために、建物基礎に対し
て床下収納庫は小さくなる欠点も併せて有していた。Further, a general building foundation has a drawback in that the contact portion with the ground is flat and lacks integration with the ground, and is very weak against rolling due to an earthquake or the like. Due to the vertical relationship of the warehouse to the ground, there is also a disadvantage that the underfloor storage is smaller than the building foundation.
【０００４】又、床下収納庫自体の構造において、耐力
壁の内外両側面に防水処理を施しても耐力壁と基礎スラ
ブの打継部から漏水したり、完成した耐力壁には施工時
に使用した型枠の間隔を保持するセパレーターが規則的
に多数埋設状態で放置され、かかるセパレーターがコン
クリート中の水分による錆発生、経時変化により、耐力
壁を構成するコンクリートとセパレーターの間に隙間が
生じてセパレーター埋設部から漏水する欠点を有してい
た。In addition, in the structure of the underfloor storage itself, even if waterproof treatment is applied to both the inner and outer sides of the load-bearing wall, water leaks from the joint between the load-bearing wall and the foundation slab, and the completed load-bearing wall is used during construction. A large number of separators that maintain the spacing of the formwork are regularly left in a buried state, and such separators generate rust due to moisture in the concrete and change over time, creating a gap between the concrete that constitutes the load-bearing wall and the separator. It had the disadvantage of leaking water from the buried part.
【０００５】[0005]
【発明が解決しようとする課題】本発明は、建物基礎と
床下収納庫の施工、構築に要する工期を短縮すると共に
作業効率を向上し、且つ耐震性を向上させて建物を強固
に支持すると共に、部屋に対する床下収納庫の大きさを
拡大して土地の有効利用を図り、而も地表、地面からの
漏水を防止する様にし、これら複数の課題を一挙に解決
する様にした基礎兼用の床下収納庫を提供せんとするも
のである。SUMMARY OF THE INVENTION The present invention shortens the construction period required for construction and construction of a building foundation and an underfloor storage, improves work efficiency, and improves seismic resistance to firmly support a building. The size of the underfloor storage for the room is expanded to make effective use of the land, to prevent water leakage from the ground surface and the ground, and to solve these multiple problems at once. It is intended to provide storage.
【０００６】[0006]
【課題を解決するための手段】本発明は上記従来技術に
基づく、床下収納庫と建物基礎の構築作業が面倒な課
題、建物基礎と地面の一体性欠如による横揺れに弱い課
題、及び床下収納庫に十分なスペースを確保出来ない課
題に鑑み、開掘部の掘下げ地面に基礎スラブを打設する
と共に、開掘部の内面側に基礎梁を立設し、該基礎梁の
上部を建物基礎と一体化することによって、建物基礎と
基礎梁を同時に構築すると共に、建物基礎の一部の基礎
梁等が地中に没入して建物基礎全体が強固となる様に
し、又床下収納庫の壁面と建物の部屋の壁面を同一の建
物基礎の上下に設けて床下収納庫と部屋を同一面積にす
る様にして上記欠点を解消せんとしたものである。SUMMARY OF THE INVENTION The present invention is based on the above-mentioned prior art, and it is a problem that the work of constructing the underfloor storage and the building foundation is troublesome, that the building is weak to roll due to lack of integration between the building foundation and the ground, and that the underfloor storage is performed. In consideration of the problem of not being able to secure sufficient space in the warehouse, a foundation slab is cast on the digging ground of the excavated part, and a foundation beam is erected on the inner side of the excavated part, and the upper part of the foundation beam is integrated with the building foundation By constructing the building foundation and foundation beams at the same time, some foundation beams of the building foundation are immersed in the ground so that the entire building foundation becomes strong, and the wall of the underfloor storage and the building The above-mentioned drawbacks are not solved by providing the walls of the room above and below the same building foundation so that the room under the floor and the room have the same area.
【０００７】又、打継部、セパレーター埋設部から漏水
する課題に鑑み、基礎スラブ上に基礎梁を立設する外周
打継部に止水材を介装したり、基礎梁の構築時に発生す
るセパレーター近傍の窪み部に止水材を埋設することに
よって、止水材の膨潤性で完全防水する様にして上記欠
点を解消せんとしたものである。Also, in view of the problem of water leaking from the joint portion and the separator buried portion, a water-stopping material is interposed in an outer joint portion where the foundation beam is erected on the foundation slab, or occurs when the foundation beam is constructed. By embedding a water-stopping material in a recess near the separator, the water-stopping material is completely swelled and completely waterproofed, thereby eliminating the above-mentioned disadvantages.
【０００８】[0008]
【作用】本発明にあっては、地中に構築した基礎梁の上
部を地表から上方突設して建物基礎と一体化することに
より、建物基礎と基礎梁の一体化及び地表上への建物基
礎の構築、及び開掘部への基礎梁の構築を並行同時構築
して工期短縮化等を図り、且つ建物基礎全体の耐震基礎
化を図る。According to the present invention, the upper part of the foundation beam constructed underground is projected upward from the ground surface and integrated with the building foundation, thereby integrating the building foundation with the foundation beam and building the building on the ground surface. The construction of the foundation and the construction of the foundation beam to the excavated part will be carried out simultaneously to shorten the construction period, etc., and to make the entire building foundation an earthquake-resistant foundation.
【０００９】又、建物の壁体と床下収納庫の基礎梁を同
一の建物基礎の上下に構築して、建物基礎と床下収納庫
の施工手順の前後により発生する床下収納庫の大きさの
制限を無くして、同一面積、即ち床下収納庫の最大スペ
ースの確保を行い、且つ漏水の危惧がある外周打継部及
び基礎梁のセパレーター埋設位置に止水材を夫々埋設し
て防水化を図る。In addition, the wall of the building and the foundation beam of the underfloor storage are constructed above and below the same building foundation, and the size of the underfloor storage that occurs before and after the construction procedure of the building foundation and the underfloor storage is restricted. In addition, the same area, that is, the maximum space of the underfloor storage is ensured, and a waterproof material is buried in each of the outer joints where there is a risk of water leakage and the separator embedment position of the foundation beam to achieve waterproofness.
【００１０】[0010]
【実施例】以下本発明の一実施例を図面に基づいて説明
すると、１は地表Ａ上で縦横方向に多数立設した建物基
礎であり、一方地表Ａを方形状に掘り下げて開掘部Ｂを
設けると共に、該開掘部Ｂの底部である掘下げ地盤Ｃに
基礎スラブ２と、開掘部Ｂの内面側に基礎梁３、3a…を
夫々構築して、それらの内部空間を床下収納庫４と成
し、又基礎梁３、3a…の上部５を地表Ａから上方突出さ
せると共に、かかる上部５と建物基礎１を一体化させて
耐震基礎６と成している。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings. Reference numeral 1 denotes a building foundation which is erected vertically and horizontally on the ground surface A, while the ground surface A is dug down into a square shape to form an excavated portion B. In addition, the foundation slab 2 and the foundation beams 3, 3a,... Are respectively constructed on the digging ground C which is the bottom of the excavated portion B, and the inner beams of the excavated portion B are formed. Also, the upper part 5 of the foundation beams 3, 3a... Protrudes upward from the surface A, and the upper part 5 and the building foundation 1 are integrated to form an earthquake-resistant foundation 6.
【００１１】次に、上記構成の細部と施工手順を併せて
説明すると、掘下げ地盤Ｃ全域に割栗地業部７を施すと
共に、該割栗地業部７上面の全面に捨てコンクリート８
を表面平坦となる様に薄く打設し、該捨てコンクリート
８上に基礎スラブ２を打設、養生後、基礎スラブ２の外
周打継部９に止水材10を載設し、該止水材10を含蓄する
如く開掘部Ｂの内面に沿って枡壁状の基礎梁３、3a…を
立設構築する。[0011] Next, the details of the above construction and the construction procedure will be explained together.
The foundation slab 2 is cast on the discarded concrete 8, and after curing, a water-stopping material 10 is placed on the outer joint portion 9 of the foundation slab 2, and the water-stopping is performed. .. Are erected along the inner surface of the excavated portion B so as to contain the material 10.
【００１２】又、上記止水材10は基礎スラブ２及び基礎
梁３、3a…を構成するコンクリート中の水分を吸収して
膨張する膨潤性を有し、又基礎梁３、3a…の上部５は建
物基礎１と一体化して建物基礎１の一部が地中に埋設さ
れた状態と成って耐震基礎６と成ると共に、建物基礎１
上に地上建物の壁体11を構築し、該壁体11により形成さ
れる部屋の形状に沿って同一面積の床下収納庫４を形成
する。The water-stopping material 10 has a swelling property to expand by absorbing moisture in the concrete constituting the foundation slab 2 and the foundation beams 3, 3a. Is integrated with the building foundation 1 and a part of the building foundation 1 is buried in the ground to form an earthquake-resistant foundation 6 and the building foundation 1
A wall 11 of the above-ground building is constructed thereon, and the underfloor storage 4 having the same area is formed along the shape of the room formed by the wall 11.
【００１３】又、上記壁体11の内側には地表Ａ面より高
くなる様に、建物基礎１上に床部12を架設すると共に、
該床部12の適宜位置に室内と床下収納庫４間の開閉自在
なる出入口13を設けている。A floor 12 is erected on the building foundation 1 inside the wall 11 so as to be higher than the ground surface A.
At an appropriate position on the floor portion 12, an openable / closable entrance 13 between the room and the underfloor storage 4 is provided.
【００１４】尚、上記基礎スラブ２及び基礎梁３、3a…
の構築に際して、漏水対策の観点から両者の外周打継部
９に止水材10を設ける他に、これらを構成するコンクリ
ートには防水性混和材を混入している。The above-mentioned foundation slab 2 and foundation beams 3, 3a ...
At the time of construction, in addition to providing the water-stopping material 10 in the outer peripheral joint portion 9 of both of them from the viewpoint of water leakage prevention, a waterproof admixture is mixed in the concrete constituting these.
【００１５】14、14a …は基礎梁３、3a…の構築時に該
基礎梁３、3a…内に規則的に埋設、放置されたセパレー
ターであり、該セパレーター14、14a …は丸棒状で両端
部にネジ部15、15a …が螺設され、該ネジ部15、15a …
に螺入されていた木コン（図示せず）を養生、型枠脱型
後、螺脱し、かかる木コンを取り外した時にセパレータ
ー14、14a …の両端部が露出すると共に、基礎梁３、3a
…内外両側面に窪み部16、16a が現出する。Are separators that are regularly buried and left in the foundation beams 3, 3a when the foundation beams 3, 3a are constructed. The separators 14, 14a are round bar-shaped and have both ends. Are screwed into the screw portions 15, 15a...
After the wooden concrete (not shown) screwed into the container is cured, the mold is removed from the mold, and then unscrewed. When the wooden concrete is removed, both ends of the separators 14, 14a are exposed and the foundation beams 3, 3a are exposed.
… Recessed portions 16, 16a appear on both inner and outer sides.
【００１６】そして、かかる窪み部16、16a にモルタル
接着剤17を塗布すると共に、膨潤性を有する止水材10を
ネジ部15、15a …に巻着し、防水モルタル18を窪み部1
6、16a に塗り込んで止水材10を埋設し、又基礎スラブ
２及び基礎梁３、3a…の外側面に防水シート19を貼着す
ると共に、基礎スラブ２及び基礎梁３、3a…と開掘部Ｂ
の隙間を土砂で埋め戻している。Then, a mortar adhesive 17 is applied to the depressions 16 and 16a, and a water-stopping material 10 having a swelling property is wound around the screw parts 15, 15a.
6 and 16a, the waterproofing material 10 is buried, and a waterproof sheet 19 is adhered to the outer surfaces of the foundation slab 2 and the foundation beams 3, 3a. Excavation B
Is filled with earth and sand.
【００１７】次に、本発明に係る基礎兼用の床下収納庫
の作用について説明すると、建物基礎１の一部である基
礎スラブ２及び基礎梁３、3a…等が地中に没入し耐震基
礎６と成って耐震性を向上し、又建物基礎１の上下で同
一軸線上に壁体11と基礎梁３、3a…を設けることによ
り、地上建物の部屋と床下収納庫４の面積を同一化し、
又建物基礎１と基礎梁３、3a…は両者間で干渉せず一体
化を行うために、一方の養生硬化を待たずに同時に施工
可能となる。Next, the operation of the under-floor storage according to the present invention will be described. The foundation slab 2 and the foundation beams 3, 3a, etc., which are part of the building foundation 1, are immersed in the ground, and By improving the earthquake resistance, and by providing the wall 11 and the foundation beams 3, 3a on the same axis above and below the building foundation 1, the room of the ground building and the area of the underfloor storage 4 are made the same,
Since the building foundation 1 and the foundation beams 3, 3a are integrated without interfering with each other, they can be simultaneously constructed without waiting for one of the curing and hardening.
【００１８】又、基礎スラブ２及び基礎梁３、3a…の外
周打継部９、及び基礎梁３、3a…に埋設状態のセパレー
ター14、14a …が位置する基礎梁３、3a…の両面側の窪
み部16、16a に止水材10を夫々埋設することにより、該
止水材10がコンクリート中の水分を吸収、膨潤してそれ
らの隙間を閉塞して完全防水する。Also, the outer peripheral joint portion 9 of the base slab 2 and the base beams 3, 3a, and both sides of the base beams 3, 3a, in which the separators 14, 14a embedded in the base beams 3, 3a are located. By embedding the waterproof material 10 in the recesses 16 and 16a, the waterproof material 10 absorbs and swells the water in the concrete, thereby closing the gaps between them and completely waterproofing.
【００１９】又、地表Ａを掘り下げて開掘部Ｂを設け、
該開掘部Ｂの掘下げ地盤Ｃに基礎スラブ２を打設すると
共に、開掘部Ｂの内面側で基礎スラブ２上の外周打継部
９に基礎梁３、３ａ…を立設し、該基礎梁３、３ａ…の
上部５を建物基礎１と一体化したことによって、地中に
没入状態で構築された基礎梁３、３ａ…の上部５が建物
基礎１と一体化され、床下収納庫４を形成する基礎梁
３、３ａ…及び基礎スラブ２等を建物基礎１として兼用
することが出来、建物基礎１を地表Ａ、開掘部Ｂ及び掘
下げ地盤Ｃに固定して耐震性を向上させることが出来、
又基礎梁３、３ａ…と建物基礎１を一体化すると共に、
一方の基礎梁３、３ａ…の構築は開掘部Ｂにおいて、他
方の建物基礎１の構築は地表Ａにおいて夫々行うため
に、両者の施工は干渉せず、同時施工が可能と成って工
期の短縮化及び作業効率の向上を図ることが出来る。In addition , the excavation part B is provided by digging down the surface A,
The foundation slab 2 is cast on the excavated ground C of the excavated portion B, and the foundation beams 3, 3a... Are erected on the outer peripheral joint portion 9 on the foundation slab 2 on the inner surface side of the excavated portion B. by integrated 3,3a ... the top 5 of the building foundation 1, foundation beams 3,3a ... the top 5 of which has been built with immersive state in the ground is integrated with the building foundation 1, the under-floor storage case 4 The foundation beams 3, 3a ... and the foundation slab 2 to be formed are also used as the building foundation 1.
It is possible to, the building foundation 1 ground A, it is possible to improve the vibration resistance by fixing the Hirakiho part B and dug soil C,
Also, the foundation beams 3, 3a ... and the building foundation 1 are integrated,
The construction of one of the foundation beams 3, 3a... Is performed in the excavated portion B, and the construction of the other building foundation 1 is performed in the ground surface A. Therefore, both constructions do not interfere with each other, and simultaneous construction is possible, thereby shortening the construction period. And improvement of work efficiency can be achieved.
【００２０】又、上記建物基礎１は建物を支持する基礎
本来の目的に加えて、上下同一垂直面に基礎梁３、3a…
及び壁体11を構築することにより、建物基礎１を兼用す
る基礎梁３、3a…の内部空間全てを床下収納庫４として
活用出来、その結果部屋の床下全域を床下収納庫４と成
して土地を有効利用出来る。The building foundation 1 has a foundation beam 3, 3a,...
And the wall 11 can be used to utilize the entire internal space of the foundation beams 3, 3a,... Which also serve as the building foundation 1, as the underfloor storage 4, and as a result, the entire underfloor area of the room becomes the underfloor storage 4. The land can be used effectively.
【００２１】[0021]
【発明の効果】 要するに本発明は 、外周打継部９に膨潤
性を有する止水材１０だけを介装したので、亀裂、隙間
が形成され易い外周打継部９に予め止水材１０を配置し
ておくことで、当該部位からの侵水を防止することが出
来、仮に打設コンクリートと止水材１０間に隙間が生じ
たとしても、打設コンクリート中の水分に止水材が反応
して膨潤し上記隙間に充満するため、かかる外周打継部
９からの漏水を完全に防止することが出来、又基礎梁
３、３ａ…に埋設されたセパレーター１４、１４ａ…が
位置する基礎梁３、３ａ…の両面側の窪み部１６、１６
ａの内側面にモルタル接着剤１７を塗布すると共に、膨
潤性を有する止水材１０だけをセパレーター１４、１４
ａ…端部に巻着し、防水モルタル１８を窪み部１６、１
６ａに塗り込んで止水材１０を埋設する様にしたので、
建築現場により異なる窪み部１６、１６ａに対応して止
水施工を行うことが出来、而も床下収納庫４における漏
水発生箇所に対して止水材１０が膨潤して、基礎スラブ
２と基礎梁３、３ａ…間の外周打継部９、及び基礎梁
３、３ａ…に埋設されたセパレーター１４、１４ａ…周
囲における隙間を閉塞するため、床下収納庫４内側への
漏水を防水することが出来る等その実用的効果甚だ大な
るものである。 In short, according to the present invention , since only the water-stopping material 10 having swelling property is interposed in the outer joint portion 9 , cracks and gaps are formed.
The water-stopping material 10 is arranged in advance on the outer peripheral joint 9 where
It is possible to prevent infiltration from the site
There will be a gap between cast concrete and waterproof material 10
Even if the water stoppage material reacts to the moisture in the cast concrete
Swells and fills the gap, so the outer joint
9 can be completely prevented , and the depressions 16, 16 on both sides of the foundation beams 3, 3a ... where the separators 14, 14a ... embedded in the foundation beams 3, 3a ... are located.
mortar adhesive 17 is applied to the inner surface of
Only the water-stopping material 10 having moisture is used as the separators 14 and 14.
a ... Wound around the end and put waterproof mortar 18
Since the manner to bury the water stop material 10 crowded coating to 6a,
Stop according to the depressions 16 and 16a that differ depending on the construction site
Water work can be performed, and the water- stopping material 10 swells at the location where water leakage occurs in the underfloor storage 4, and the outer peripheral joint 9 between the foundation slab 2 and the foundation beams 3, 3 a. Since the gaps around the separators 14, 14 a embedded in the beams 3, 3 a are closed, water leakage to the inside of the underfloor storage 4 can be waterproofed, and the practical effect is extremely large.
【図１】本発明に係る床下収納庫の断面図である。FIG. 1 is a sectional view of an underfloor storage according to the present invention.
【図２】基礎スラブと基礎梁の打継部を示す拡大断面図
である。FIG. 2 is an enlarged sectional view showing a joint portion between a foundation slab and a foundation beam.
【図３】セパレーターの埋設箇所を示す拡大断面図であ
る。FIG. 3 is an enlarged sectional view showing a place where a separator is embedded.
【図４】基礎部の要部断面斜視図である。FIG. 4 is a cross-sectional perspective view of a main part of a base part.
１ 建物基礎 ２ 基礎スラブ ３、3a… 基礎梁 ５ 上部 ９ 外周打継部 10 止水材 14、14a … セパレーター 16、16a 窪み部 18 防水モルタル DESCRIPTION OF SYMBOLS 1 Building foundation 2 Foundation slab 3, 3a ... Foundation beam 5 Upper part 9 Outer joint 10 Waterproof material 14, 14a ... Separator 16, 16a Depression 18 Waterproof mortar
Claims (1)
部の掘下げ地盤に基礎スラブを打設すると共に、開掘部
の内面側で基礎スラブ上の外周打継部に基礎梁を立設
し、該基礎梁の上部を建物基礎と一体化した収納庫にお
いて、上記外周打継部に膨潤性を有する止水材だけを介
装し、他方基礎梁に埋設されたセパレーターが位置する
基礎梁の両面側の窪み部の内側面にモルタル接着剤を塗
布すると共に、膨潤性を有する止水材だけをセパレータ
ー端部に巻着し、防水モルタルを窪み部に塗り込んで止
水材を埋設する様にしたことを特徴とする基礎兼用の床
下収納庫。An excavated portion is provided by digging down the surface of the ground, a foundation slab is cast on the digging ground of the excavated portion, and a foundation beam is erected on an inner joint side of the excavated portion on an outer peripheral joint portion on the foundation slab. The upper part of the foundation beam is stored in a storage integrated with the building foundation .
Then, only the swellable water-stopping material is interposed in the outer joint, and the mortar adhesive is applied to the inner surface of the concave portion on both sides of the foundation beam where the separator embedded in the foundation beam is located.
Cloth and only swelling waterproof material
-An under-floor storage that doubles as a foundation , wrapped around the end and coated with waterproof mortar in the depressions to bury the waterproof material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5021884A JP2639877B2 (en) | 1993-01-13 | 1993-01-13 | Under-floor storage for double use |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5021884A JP2639877B2 (en) | 1993-01-13 | 1993-01-13 | Under-floor storage for double use |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH06212780A JPH06212780A (en) | 1994-08-02 |
| JP2639877B2 true JP2639877B2 (en) | 1997-08-13 |
Family
ID=12067548
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5021884A Expired - Lifetime JP2639877B2 (en) | 1993-01-13 | 1993-01-13 | Under-floor storage for double use |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2639877B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5133731B2 (en) * | 2008-02-19 | 2013-01-30 | ミサワホーム株式会社 | Basic structure of unit type building and construction method of unit type building |
| JP5075694B2 (en) * | 2008-03-18 | 2012-11-21 | 城東テクノ株式会社 | Building structure |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6171020A (en) * | 1985-09-09 | 1986-04-11 | 東芝熱器具株式会社 | Electric pot |
| JPH0784797B2 (en) * | 1988-11-01 | 1995-09-13 | 新井建設株式会社 | Underfloor storage using the foundation |
| JPH0819660B2 (en) * | 1989-11-02 | 1996-02-28 | 戸田建設株式会社 | Sealing material for connecting unit of dam inspection corridor |
-
1993
- 1993-01-13 JP JP5021884A patent/JP2639877B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH06212780A (en) | 1994-08-02 |
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