JPH0790927A - Building having l-type wall - Google Patents
Building having l-type wallInfo
- Publication number
- JPH0790927A JPH0790927A JP23984393A JP23984393A JPH0790927A JP H0790927 A JPH0790927 A JP H0790927A JP 23984393 A JP23984393 A JP 23984393A JP 23984393 A JP23984393 A JP 23984393A JP H0790927 A JPH0790927 A JP H0790927A
- Authority
- JP
- Japan
- Prior art keywords
- wall
- building
- peripheral wall
- foundation
- shaped
- 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.)
- Pending
Links
Landscapes
- Residential Or Office Buildings (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】本発明は建築物、より詳しくは、
コンクリート製のＬ型壁を用いた建築物に関する。BACKGROUND OF THE INVENTION The present invention relates to a building, more specifically,
The present invention relates to a building using an L-shaped wall made of concrete.
【０００２】[0002]
【従来の技術】従来より建築物の主要材料として、木、
コンクリート、鉄骨等の各種材料が使用されており、こ
のうち木製は比較的コストが安くまた加工が容易であ
り、コンクリート製は耐久性に富み、また鉄骨製は比較
的工期が短い等の利点がある。2. Description of the Related Art Conventionally, wood has been used as a main material for buildings.
Various materials such as concrete and steel are used. Among them, wood is relatively inexpensive and easy to process, concrete has high durability, and steel has advantages such as relatively short construction period. is there.
【０００３】近年これら建築物に対して、需要者のニー
ズの益々の多様化が進み、また、より一層の工期短縮が
要望されるようになった。In recent years, the needs of consumers have become more and more diversified for these buildings, and further shortening of the construction period has been demanded.
【０００４】そこで、この対策の一つとして、タイル等
を貼り付けた壁面材を管理された工場で製作し、これを
現場に設けられた枠組に取り付ける工法が採用されてい
る。この工法によると、壁面材を現場にて製作する手間
や、コクリート製の場合でも養生の期間が不要となり、
ある程度の工期短縮に寄与することができる。Therefore, as one of the countermeasures, there is adopted a construction method in which a wall material to which tiles and the like are attached is manufactured in a controlled factory and is attached to a frame provided on site. According to this construction method, the time and effort required to manufacture the wall material on-site, and even if it is made of cocrete, the curing period is unnecessary,
It can contribute to shortening the construction period to some extent.
【０００５】[0005]
【発明が解決しようとする課題】しかしながら、いずれ
にしても従来の建築物は、地盤を掘削して採石基礎を施
し、この採石基礎の上にコンクリート基礎を形成するこ
とが必要で、このコンクリート基礎の打設や養生のため
の工期が必要となる。特に冬季においては、長時間基礎
コンクリートを凍結させないように養生する必要があ
り、これが工期短縮の大きな阻害要因となっている。However, in any case, in the conventional building, it is necessary to excavate the ground to provide a quarrying foundation and form a concrete foundation on the quarrying foundation. A construction period for casting and curing is required. Especially in winter, it is necessary to cure the basic concrete so as not to freeze it for a long time, which is a major obstacle to shortening the construction period.
【０００６】そこで本発明は、基礎コンクリートを設け
ずに構築可能な建築物を提供することにより、工期の大
幅な短縮を達成することを目的とする。[0006] Therefore, an object of the present invention is to provide a building which can be constructed without providing a foundation concrete, thereby achieving a significant reduction in the construction period.
【０００７】[0007]
【課題を解決するための手段】本発明者は、種々の材料
を用いて工期短縮のための試験を重ねた結果、従来、土
留め用として用いられているプレキャストのＬ型擁壁を
建築材料として使用することを思いつき、本発明を完成
するに至ったものである。As a result of repeated tests for shortening the construction period using various materials, the present inventor has used a precast L-shaped retaining wall, which has been conventionally used for retaining soil, as a building material. As a result, they came to complete the present invention.
【０００８】すなわち本発明は、底盤と同底盤の一端か
ら略９０度上方に延設された壁部とを備えたプレキャス
ト製のＬ型壁を、地盤上または基礎採石上に複数個組み
合わせて平面形状が多角形の外周壁を形成し、さらに同
外周壁の上部に屋根材を取付けたことを特徴とする。That is, according to the present invention, a plurality of precast L-shaped walls, each having a bottom plate and a wall portion extending approximately 90 degrees upward from one end of the bottom plate, are combined on the ground or a foundation quarry to form a flat surface. It is characterized in that an outer peripheral wall having a polygonal shape is formed, and a roof material is attached to an upper portion of the outer peripheral wall.
【０００９】[0009]
【作用】従来土留めとして用いられてきたＬ型壁は、地
盤上に直接安定的に配置することができ、これを建築物
の壁面材として使用することによって、従来必要であっ
た基礎コンクリートの不要な構築が可能となる。The L-shaped wall, which has been conventionally used as a soil retaining wall, can be stably placed directly on the ground. By using this as a wall material for buildings, it is possible to use the previously required foundation concrete. Unnecessary construction is possible.
【００１０】[0010]
【実施例】以下本発明の特徴を図面に示す実施例に基づ
いて具体的に説明する。DESCRIPTION OF THE PREFERRED EMBODIMENTS The features of the present invention will be specifically described below with reference to the embodiments shown in the drawings.
【００１１】図１は本発明の一実施例である建築物の正
面図、図２は図１に示す建築物の内部構造を示す平面
図、図３は図１に示す建築物の要部の縦断面図である。FIG. 1 is a front view of a building which is an embodiment of the present invention, FIG. 2 is a plan view showing the internal structure of the building shown in FIG. 1, and FIG. 3 is a main part of the building shown in FIG. FIG.
【００１２】図１及び図２を参照して、本実施例の建築
物は平面形状が八角形であり、整地された地盤上に直接
載置された外周壁１と、この外周壁１の上部に取付けら
れた屋根材２とから主として構成されている。Referring to FIGS. 1 and 2, the building of this embodiment has an octagonal planar shape, and has an outer peripheral wall 1 directly placed on the ground leveled and an upper portion of the outer peripheral wall 1. It is mainly composed of a roof material 2 attached to the.
【００１３】外周壁１は、図３の縦断面図に示すよう
に、底盤４と底盤４の一端から略９０度上方に延設され
た壁部５とを備えたプレキャスト製のＬ型壁３を４基
と、このＬ型壁３の間に設けられた、窓ユニット６及び
玄関ユニット７を備えている。As shown in the longitudinal sectional view of FIG. 3, the outer peripheral wall 1 is a precast L-shaped wall 3 having a bottom plate 4 and a wall portion 5 extending approximately 90 degrees upward from one end of the bottom plate 4. And four window units 6 and entrance units 7 provided between the L-shaped walls 3.
【００１４】図４はＬ型壁３のみを示す斜視図で、同図
及び図４に示すように、Ｌ型壁３の壁部５は、内側５ａ
を垂直に、外側５ｂを下方に向かって水平断面が大きく
なるテーパ状に形成しており、これによって、室内は必
要な空間を確保し、また構造的にも安定したものとして
いる。また、内側５ａ面は樹脂吹き付けによって表面が
滑らかな化粧仕上とし、外側５ｂａはコンクリートの打
放し仕上としている。８はＬ型壁３の上端に設けたケタ
アンカーで、壁部５内の図示しない鉄筋と連結され、こ
れによって図３に示すようにケタ材９をＬ型壁３と一体
化している。FIG. 4 is a perspective view showing only the L-shaped wall 3. As shown in FIG. 4 and FIG. 4, the wall portion 5 of the L-shaped wall 3 has an inner side 5a.
Is formed vertically, and the outer side 5b is formed in a taper shape in which the horizontal cross section increases downward, whereby a necessary space is secured in the room and the structure is also stable. Further, the surface of the inner side 5a is made to have a smooth finish by spraying resin, and the outer side 5ba is made to have an exposed finish of concrete. Reference numeral 8 denotes a digit anchor provided on the upper end of the L-shaped wall 3, which is connected to a reinforcing bar (not shown) in the wall portion 5, whereby the digit material 9 is integrated with the L-shaped wall 3 as shown in FIG.
【００１５】屋根材２は、タルキ２ａの上部に、防水用
のルーフィング２ｂ及び下地化粧板２ｃを積層し、さら
に化粧板２ｃの上面をコロニアル葺き２ｄにて覆ったも
ので、この屋根材２も工場製作され、現場では取付ける
だけの構造となっている。The roofing material 2 is obtained by laminating a waterproof roofing 2b and a base decorative board 2c on the top of a talc 2a, and further covering the upper surface of the decorative board 2c with a colonial roof 2d. Manufactured from a factory, it has a structure that can be installed on site.
【００１６】図２を参照して、建築物内部には床材とし
てのフローリング８が設けられており、このフローリン
グ１０は、２分割され、外周壁１を施工後、屋根材２を
取り付ける前に、上部より吊り込んで取付けられてい
る。また、窓ユニット６及び玄関ユニット７も工場製作
品で、それぞれ窓６ａ及び玄関ドア７ａが組み込まれて
いる。With reference to FIG. 2, a flooring 8 as a floor material is provided inside the building, and this flooring 10 is divided into two parts, after the outer peripheral wall 1 is constructed and before the roof material 2 is attached. It is mounted by hanging it from the top. The window unit 6 and the entrance unit 7 are also factory-made works, and have a window 6a and an entrance door 7a incorporated therein, respectively.
【００１７】このように、本実施例の建築物は、プレキ
ャスト製のＬ型壁を建築物の壁面材として使用すること
により、従来必要であった基礎コンクリートの不要な構
築が可能となり、かかる建築物の大幅な工期短縮が可能
となった。また、従来の木製、現場打ちのコンクリート
製では、施工困難な降雨時でも施工が可能であり、さら
に、基礎コンクリート等を介することなく、それ自体地
盤上に安定しているため、従来の構造物に比べ遙に耐震
性等に優れたものである。As described above, in the building of this embodiment, by using the L-shaped wall made of precast as the wall material of the building, it becomes possible to construct the foundation concrete which is conventionally required, without the need. It has become possible to significantly shorten the construction period for products. In addition, conventional wooden and cast-in-place concrete can be used even during difficult rainfall, and since it is stable on the ground itself without going through foundation concrete, etc. It is far superior in earthquake resistance, etc.
【００１８】なお、上記実施例においては、Ｌ型壁３、
窓ユニット６及び玄関ユニット７を用いた平面形状が八
角形のものについて説明したが、無論これに限定され
ず、六角形や他の多角形とすることもできる。特に、図
４に示すように六角形と８角形を組み合わせることによ
り、より変化に飛んだ設計が可能となる。In the above embodiment, the L-shaped wall 3,
Although the planar shape using the window unit 6 and the entrance unit 7 is described as an octagon, it is needless to say that the shape is not limited to this and may be a hexagon or another polygon. In particular, by combining hexagons and octagons as shown in FIG. 4, a more varied design is possible.
【００１９】[0019]
【発明の効果】本発明によって以下の効果を奏すること
ができる。According to the present invention, the following effects can be obtained.
【００２０】（１）Ｌ型壁を建築物の壁面材として使用
することにより、従来必要であった基礎コンクリートの
不要な構築が可能となり、かかる建築物の大幅な工期短
縮が可能となる。(1) By using the L-shaped wall as a wall material for a building, it is possible to construct a foundation concrete which is conventionally required, without any need, and to significantly shorten the construction period of such a building.
【００２１】（２）従来の木製、現場打ちのコンクリー
ト製では、施工困難な降雨時でも施工が可能である。(2) With conventional wooden and cast-in-place concrete, construction can be performed even during difficult rain.
【００２２】（３）基礎コンクリート等を介することな
く、それ自体地盤上に安定しているため、従来の構造物
に比べ遙に耐震性等に優れている。(3) Since it is stable on the ground itself without the interposition of basic concrete or the like, it is much more excellent in earthquake resistance than conventional structures.
【図１】本発明の一実施例である建築物の正面図であ
る。FIG. 1 is a front view of a building that is an embodiment of the present invention.
【図２】図１に示す建築物の内部構造を示す平面図であ
る。FIG. 2 is a plan view showing an internal structure of the building shown in FIG.
【図３】図１に示す建築物の要部の縦断面図である。FIG. 3 is a vertical sectional view of a main part of the building shown in FIG.
【図４】図１に示す外周壁を構成するＬ型壁の斜視図で
ある。4 is a perspective view of an L-shaped wall forming the outer peripheral wall shown in FIG. 1. FIG.
【図５】他の実施例の建築物を示す模式平面図である。FIG. 5 is a schematic plan view showing a building of another embodiment.
１ 外周壁 ２ 屋根材 ２ａ タルキ ２ｂ ルーフィング ２ｃ 化粧下地板 ２ｄ コロニアル葺き ３ Ｌ型壁 ４ 底盤 ５ 壁部 ５ａ 内側 ５ｂ 外側 ６ 窓ユニット ７ 玄関ユニット ８ ケタアンカー ９ ケタ材 １０ フローリング 1 Outer Wall 2 Roofing Material 2a Tarki 2b Roofing 2c Decorative Baseboard 2d Colonial Thatch 3 L-shaped Wall 4 Bottom Plate 5 Walls 5a Inside 5b Outside 6 Window Unit 7 Entrance Unit 8 Digit Anchor 9 Digit 10 Flooring
Claims (1)
延設された壁部とを備えたプレキャスト製のＬ型壁を、
地盤上または基礎採石上に複数個組み合わせて平面形状
が多角形の外周壁を形成し、さらに同外周壁の上部に屋
根材を取付けてなるＬ型壁を用いた建築物。1. An L-shaped wall made of precast, comprising a bottom plate and a wall portion extending upward by approximately 90 degrees from one end of the bottom plate.
A building that uses an L-shaped wall formed by combining a plurality of pieces on the ground or basic quarry to form an outer peripheral wall having a polygonal planar shape, and further attaching a roof material to the upper part of the outer peripheral wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP23984393A JPH0790927A (en) | 1993-09-27 | 1993-09-27 | Building having l-type wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP23984393A JPH0790927A (en) | 1993-09-27 | 1993-09-27 | Building having l-type wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0790927A true JPH0790927A (en) | 1995-04-04 |
Family
ID=17050700
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP23984393A Pending JPH0790927A (en) | 1993-09-27 | 1993-09-27 | Building having l-type wall |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0790927A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005023612A (en) * | 2003-06-30 | 2005-01-27 | Fumie Kato | Precast concrete skeleton, building using this skeleton and its construction method |
| JP2008138513A (en) * | 2008-01-09 | 2008-06-19 | Taisei Corp | Construction method of sturdy simple building |
| JP2011102510A (en) * | 2009-11-11 | 2011-05-26 | Kato Kenchiku Jimusho:Kk | Precast concrete skeleton, building using the same, and method of construction of the same |
-
1993
- 1993-09-27 JP JP23984393A patent/JPH0790927A/en active Pending
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005023612A (en) * | 2003-06-30 | 2005-01-27 | Fumie Kato | Precast concrete skeleton, building using this skeleton and its construction method |
| JP2008138513A (en) * | 2008-01-09 | 2008-06-19 | Taisei Corp | Construction method of sturdy simple building |
| JP4594991B2 (en) * | 2008-01-09 | 2010-12-08 | 大成建設株式会社 | Construction method of a robust simple building |
| JP2011102510A (en) * | 2009-11-11 | 2011-05-26 | Kato Kenchiku Jimusho:Kk | Precast concrete skeleton, building using the same, and method of construction of the same |
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