JPH0358616B2 - - Google Patents
Info
- Publication number
- JPH0358616B2 JPH0358616B2 JP61064180A JP6418086A JPH0358616B2 JP H0358616 B2 JPH0358616 B2 JP H0358616B2 JP 61064180 A JP61064180 A JP 61064180A JP 6418086 A JP6418086 A JP 6418086A JP H0358616 B2 JPH0358616 B2 JP H0358616B2
- Authority
- JP
- Japan
- Prior art keywords
- ground
- basement
- building
- constructed
- panels
- 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
Links
- 239000004744 fabric Substances 0.000 claims description 16
- 229910000831 Steel Inorganic materials 0.000 claims description 8
- 239000010959 steel Substances 0.000 claims description 8
- 230000003014 reinforcing effect Effects 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 238000005339 levitation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Residential Or Office Buildings (AREA)
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、地面に形成せる地下穴に、鋼製パネ
ルよりなる屋根パネル、壁パネルおよび床パネル
を建込んで構築せる地下室の上方に、地上建屋を
構築連設して成る地下室付き建築物に関するもの
である。[Detailed Description of the Invention] [Industrial Application Field] The present invention provides a method for constructing a roof panel, a wall panel, and a floor panel made of steel panels in an underground hole formed in the ground above a basement. This relates to a building with a basement, which is constructed by constructing and connecting above-ground buildings.
近年、土地価格の上昇に伴ない、土地の有効利
用をはかるため、地上建屋と連設して地下室を構
築せる地下室付き建築物が増加しつつある。
In recent years, with the rise in land prices, the number of buildings with basements that can be connected to above-ground buildings and have basements has been increasing in order to make effective use of land.
しかしながら、上記従来の地下室付き建築物
は、一般に第７図に示すように、地上建屋Ａを支
持する布基礎１内の地面に掘設せる地下穴に屋根
パネル２、壁パネル３および床パネル４を建込ん
で地下室Ｂを構築し、前記布基礎１と壁パネル３
との間に埋戻しコンクリート５を打設して地下室
付き建築物を構築しているため、地上建屋Ａと地
下室Ｂとは埋戻しコンクリート５によつて力の伝
播が遮断され、種々の力が加わつた時に地上建屋
Ａと地下室Ｂとが一体的に作用することができ
ず、従つて、地上建屋Ａの布基礎１の不同沈下や
地下室Ｂの不同浮上も惹起することがあると云う
問題があつた。 However, in the conventional building with a basement, as shown in FIG. Build basement B by erecting the above-mentioned cloth foundation 1 and wall panel 3.
Since a building with a basement is constructed by pouring backfill concrete 5 between When the above-ground building A and the basement B are joined together, the above-ground building A and the basement B cannot work together, and therefore, there is a problem that uneven settling of the cloth foundation 1 of the above-ground building A and uneven levitation of the basement B may occur. It was hot.
本発明は、地下室の上部を地上に突出させて地
上建屋の布基礎として併用することにより、上記
従来の地下室付き建築物の問題点を解消し、地上
建屋の不同沈下や地下室の不同浮上も防止するこ
とができ、更に加うるに、地上建屋の布基礎の施
工作業を省略乃至削減することもできる点に特徴
を有するのである。
The present invention solves the above-mentioned problems of conventional buildings with basements by protruding the upper part of the basement above the ground and using it as a fabric foundation for above-ground buildings, and also prevents uneven settling of above-ground buildings and uneven elevation of basements. In addition, it is characterized in that it is possible to omit or reduce the work of constructing a cloth foundation for an above-ground building.
以下、本発明を実施例に基づいて詳細に説明す
る。
Hereinafter, the present invention will be explained in detail based on examples.
本発明は、例えば、第１図乃至第４図に示すよ
うに、地面Ｃに形成せる地下穴に、鋼製パネルよ
りなる所望枚数の屋根パネル２，２，…、壁パネ
ル３，３，…、および床パネル４，４，…、を建
込み、ボルト止め、その他の手段にて固着一体化
して構築せる地下室Ｂの上方に、地上建屋Ａを一
体に構築連設して成る地下室付き建築物におい
て、前記地下室Ｂの上部を、地上建屋Ａの略布基
礎高さまで地上に突出させ、該突出部６を地上建
屋Ａの布基礎として併用し、該地下室Ｂよりなる
布基礎の上に地上建屋Ａを一体に構築連設して成
ることを特徴とする地下室付き建築物に係る。 For example, as shown in FIGS. 1 to 4, the present invention provides a desired number of roof panels 2, 2, . . . , wall panels 3, 3, . . . made of steel panels in an underground hole formed in the ground C. , and floor panels 4, 4, ..., are built, bolted, or fixed together by other means.A building with a basement consists of an above-ground building A that is integrally constructed and connected above a basement B. The upper part of the basement B is made to protrude above the ground to approximately the height of the foundation of the above-ground building A, and the protrusion 6 is also used as the foundation of the above-ground building A, and the above-ground building is built on the foundation made of the basement B. It pertains to a building with a basement, characterized in that A is constructed and connected in one piece.
尚、第１図および第２図に示す地下室付き建築
物は、地上建屋Ａの下方全体に地下室Ｂを構築し
た実施例を表わし、又、第３図および第４図に示
す地下室付き建築物は、地上建屋Ａの一部に地下
室Ｂを構築した実施例を表わす。 The buildings with basements shown in FIGS. 1 and 2 represent examples in which a basement B is constructed entirely below ground building A, and the buildings with basements shown in FIGS. 3 and 4 , represents an example in which a basement B is constructed in a part of an above-ground building A.
又、第３図および第４図に示すように地上建屋
Ａの一部に地下室Ｂを構築した場合には、地下室
Ｂを構築していない部分に、該地下室Ｂと一体に
通常の布基礎７を連設し、該布基礎７にて地上建
屋Ａを支持する。 In addition, when a basement B is constructed in a part of the above-ground building A as shown in FIGS. 3 and 4, a normal cloth foundation 7 is installed in the part where the basement B is not constructed, integrally with the basement B. are installed in series, and the above-ground building A is supported by the cloth foundation 7.
又、上記地下室Ｂと一体に布基礎７を連設する
場合には、例えば、屋根パネル２、壁パネル３、
床パネル４等のパネルとして、第５図および第６
図に示すように、地下室Ｂが受ける土圧、地下水
圧等に耐え得るように、Ｌ型鋼８ａ、Ｈ型鋼８
ｂ、コ字型鋼８ｃ、その他の型鋼８よりなる枠体
９の両面に、スキンプレート、その他の表面材１
０，１０を張設、固着して形成した鋼製パネルを
使用すると共に、第３図および第４図に示すよう
に、該鋼製パネルよりなる壁パネル３および屋根
パネル２に、布基礎７内に配筋した軸鉄筋１１，
１１，…、および補助鉄筋１２，１２，…、を溶
着し、更に、該軸鉄筋１１，１１，…、および補
助鉄筋１２，１２，…、間に一定間隔にて立筋１
３，１３，…、を配筋し、この状態において、コ
ンクリート１４を打設して布基礎７を形成し、同
時に、屋根パネル２，２，…、壁パネル３，３，
…、および床パネル４，４，…、の外周面部にも
埋戻し用のコンクリート１５を打設すると、地下
室Ｂと強固に一体化して布基礎７を連設すること
ができる。又、第１図および第２図における１５
も上記と同様の埋戻し用のコンクリートである。 In addition, when the cloth foundation 7 is installed integrally with the basement B, for example, the roof panel 2, the wall panel 3,
5 and 6 as panels such as floor panel 4.
As shown in the figure, L-shaped steel 8a, H-shaped steel 8
b, skin plates and other surface materials 1 on both sides of a frame 9 made of U-shaped steel 8c and other shaped steel 8.
As shown in FIGS. 3 and 4, a fabric foundation 7 is attached to the wall panel 3 and roof panel 2 made of the steel panel. Axial reinforcing bars 11 arranged inside
11,... and auxiliary reinforcing bars 12, 12,... are welded, and further, vertical bars 1 are welded at regular intervals between the shaft reinforcing bars 11, 11,... and auxiliary reinforcing bars 12, 12,...
3, 13,..., and in this state, concrete 14 is poured to form the cloth foundation 7, and at the same time, the roof panels 2, 2,..., wall panels 3, 3,
By pouring concrete 15 for backfilling also on the outer circumferential surfaces of the floor panels 4, 4, . Also, 15 in Figures 1 and 2
This is also concrete for backfilling similar to the above.
又、第１図乃至第４図において、１６は大引、
根太等の床組材、１７は柱材である。 Also, in Figures 1 to 4, 16 is Ohiki,
Flooring materials such as joists, and 17 are pillar materials.
以上の如く、本発明の地下室付き建築物は、地
下室Ｂの上部を、地上建屋Ａの略布基礎高さまで
地上に突出させて地上建屋Ａの布基礎として併用
し、該地下室Ｂよりなる布基礎上に地上建屋Ａを
構築連設して成るので、種々の力が加わつた時
に、地上建屋Ａと地下室Ｂとが一体的に作用し、
地上建屋Ａと地下室Ｂとが別個に動くおそれがな
く、従つて、従来のように、地上建屋Ａの不動沈
下や地下室Ｂの不同浮上を防止することができ、
更に加うるに、地下室Ｂを形成すると同時に地上
建屋Ａの布基礎も形成できるため、地上建屋Ａの
布基礎の施工作業を省略乃至削減することもでき
る。
As described above, in the building with a basement of the present invention, the upper part of the basement B protrudes above the ground to approximately the height of the cloth foundation of the above-ground building A, and is also used as the cloth foundation of the above-ground building A. Since the above-ground building A is constructed and connected to the above, when various forces are applied, the above-ground building A and the underground room B act as one.
There is no risk that the above-ground building A and the basement B will move separately, and therefore, it is possible to prevent the above-ground building A from moving and sinking and the basement B from rising unevenly, as in the past.
In addition, since the fabric foundation for the above-ground building A can be formed at the same time as the basement B is formed, the work for constructing the fabric foundation for the above-ground building A can be omitted or reduced.
第１図は本発明の一実施例の縦断面図、第２図
は同実施例の要部拡大縦断面図、第３図は本発明
の異なつた実施例の縦断面図、第４図は同実施例
の要部拡大縦断面図、第５図および第６図は本発
明において使用する屋根パネル、壁パネル、床パ
ネル等の異なつた実施例の断面図、第７図は従来
例の要部縦断面図である。
Ａ……地上建屋、Ｂ……地下室、Ｃ……地面、
２……屋根パネル、３……壁パネル、４……床パ
ネル、６……突出部。
FIG. 1 is a vertical cross-sectional view of one embodiment of the present invention, FIG. 2 is an enlarged vertical cross-sectional view of the main part of the same embodiment, FIG. 3 is a vertical cross-sectional view of a different embodiment of the present invention, and FIG. 5 and 6 are sectional views of different embodiments of the roof panel, wall panel, floor panel, etc. used in the present invention, and FIG. 7 is a main part of the conventional example. FIG. A... Building above ground, B... Basement, C... Ground.
2...Roof panel, 3...Wall panel, 4...Floor panel, 6...Protrusion.
Claims (1)
る屋根パネル、壁パネルおよび床パネルを建込ん
で構築せる地下室の上方に、地上建屋を構築連設
して成る地下室付き建築物において、前記地下室
の上部を、地上建屋の略布基礎高さまで地上に突
出させて地上建屋の布基礎として併用し、該地下
室よりなる布基礎上に地上建屋を構築連設して成
ることを特徴とする地下室付き建築物。1. In a building with a basement, in which an above-ground building is constructed and connected above the basement, which can be constructed by building roof panels, wall panels, and floor panels made of steel panels into an underground hole formed in the ground, the basement The upper part of the above-ground building is made to protrude above the ground to approximately the height of the above-ground building's fabric foundation, and is also used as the fabric foundation of the above-ground building, and the above-ground building is constructed and connected to the fabric foundation consisting of the basement. Building.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61064180A JPS62220661A (en) | 1986-03-24 | 1986-03-24 | Building with basement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP61064180A JPS62220661A (en) | 1986-03-24 | 1986-03-24 | Building with basement |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS62220661A JPS62220661A (en) | 1987-09-28 |
| JPH0358616B2 true JPH0358616B2 (en) | 1991-09-06 |
Family
ID=13250602
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP61064180A Granted JPS62220661A (en) | 1986-03-24 | 1986-03-24 | Building with basement |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS62220661A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH03144075A (en) * | 1989-10-27 | 1991-06-19 | Teihiyuu Kk | Building |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS507340A (en) * | 1973-05-24 | 1975-01-25 | ||
| JPS516986A (en) * | 1974-07-05 | 1976-01-20 | Nippon Soda Co | 2*66 jimerukaputopurinno seizohoho |
| JPS5520839A (en) * | 1978-07-31 | 1980-02-14 | Nat Jutaku Kenzai | Method of building ceiling of prefabricated basement |
| JPS5733630A (en) * | 1980-08-05 | 1982-02-23 | Three U:Kk | Basement in combination with prefabricated foundation |
| JPS59368U (en) * | 1982-06-03 | 1984-01-05 | 株式会社南星 | Tow rope attachment device for carriers |
| JPS5961641A (en) * | 1982-09-30 | 1984-04-07 | ミサワホ−ム株式会社 | Structure for preventing dew condensation in wooden basement |
| JPS59106670A (en) * | 1982-12-09 | 1984-06-20 | 積水化学工業株式会社 | Anchoring of basement |
-
1986
- 1986-03-24 JP JP61064180A patent/JPS62220661A/en active Granted
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS507340A (en) * | 1973-05-24 | 1975-01-25 | ||
| JPS516986A (en) * | 1974-07-05 | 1976-01-20 | Nippon Soda Co | 2*66 jimerukaputopurinno seizohoho |
| JPS5520839A (en) * | 1978-07-31 | 1980-02-14 | Nat Jutaku Kenzai | Method of building ceiling of prefabricated basement |
| JPS5733630A (en) * | 1980-08-05 | 1982-02-23 | Three U:Kk | Basement in combination with prefabricated foundation |
| JPS59368U (en) * | 1982-06-03 | 1984-01-05 | 株式会社南星 | Tow rope attachment device for carriers |
| JPS5961641A (en) * | 1982-09-30 | 1984-04-07 | ミサワホ−ム株式会社 | Structure for preventing dew condensation in wooden basement |
| JPS59106670A (en) * | 1982-12-09 | 1984-06-20 | 積水化学工業株式会社 | Anchoring of basement |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS62220661A (en) | 1987-09-28 |
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