JPS62220661A - Building with basement - Google Patents
Building with basementInfo
- Publication number
- JPS62220661A JPS62220661A JP61064180A JP6418086A JPS62220661A JP S62220661 A JPS62220661 A JP S62220661A JP 61064180 A JP61064180 A JP 61064180A JP 6418086 A JP6418086 A JP 6418086A JP S62220661 A JPS62220661 A JP S62220661A
- Authority
- JP
- Japan
- Prior art keywords
- basement
- building
- ground
- panels
- constructed
- 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.)
- Granted
Links
- 239000004744 fabric Substances 0.000 claims description 17
- 229910000831 Steel Inorganic materials 0.000 description 7
- 239000010959 steel Substances 0.000 description 7
- 230000003014 reinforcing effect Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Residential Or Office Buildings (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、地面に堀設せる地下穴に、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 is directed to constructing an above-ground building above a basement, which can be constructed by installing roof panels, wall panels, and floor panels in an underground hole dug in the ground. This relates to buildings with basements that are connected to each other.
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
の地面に堀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によって力の伝播
が遮断され、種々の力が加わった時に地上建屋Ａと地下
室Ｂとが一体的に作用することができず、従って、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った。However, in the conventional building with a basement, as shown in FIG. Since a building with a basement is constructed by constructing basement B and pouring backfill concrete 5 between the cloth foundation 1 and wall panel 3,
The backfilling concrete 5 blocks the propagation of force, and when various forces are applied, the above-ground building A and the basement B cannot act as one, and therefore the cloth foundation of the above-ground building A There was a problem that unequal subsidence of 1 and unequal surfacing of basement B could occur.
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に堀設せる地下穴に、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。In the present invention, for example, as shown in FIGS. 1 to 4, a desired number of roof panels 2.2 are installed in an underground hole dug in the ground C.
,..., the wall panels 3.3,... and the floor panels 4.4,... are fixed and integrated by erection, bolting, or other means. Basement B that can be constructed with
In a building with a basement formed by integrally constructing and connecting an above-ground building A above the ground, the upper part of the above-mentioned basement B protrudes above the ground to approximately the foundation height of the above-ground building A, and the protruding portion 6 is connected to the above-ground building. This invention relates to a building with a basement, characterized in that the above-ground building A is integrally constructed and connected on the cloth foundation consisting of the basement B, which is also used as a cloth foundation for the basement B.
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
１１８ａ、Ｈ型鋼８ｂ、コ字型鋼８ Ｃ％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１０．１０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
立筒１３．１３、・・・・・・、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, as panels such as the roof panel 2, wall panel 3, floor panel 4, etc., as shown in FIGS. 5 and 6, In order to withstand the earth pressure, underground water pressure, etc. that B is subjected to, skin plates and other surface materials 10 are installed on both sides of the frame 9 made of L-shaped steel 118a, H-shaped steel 8b, U-shaped steel 8C% and other shaped steel 8. .10 is stretched and fixed to form a steel panel, as shown in Figures 3 and 4,
The wall panels 3 and the roof panels 2 made of the steel panels are provided with axial reinforcing bars 11, 11, 11, 11, 11, 11, 11, 11, 11, 11, 11, 11, 11, 11, 11, 11, 11, 11, 11, 11, 11, 11, 11, 11, 11, 11, 11, 11, 11, 11, 11, 11, 11, 11, 11, 11, 11 and 11, type type type type types type type type types of bars are used in the wall panels 3 and the roof panels 2, which are made of steel panels.
, and the auxiliary reinforcing bars 12.12, . . . , are welded, and further, the shaft reinforcing bars 11.11, . In between, vertical pipes 13.13, . ......, wall panel 3.3, ..., and floor panel 4.4, ...
. . . If concrete 15 for backfilling is placed also on the outer circumferential surface of the basement B, it is possible to firmly integrate it with the basement B and connect the cloth foundation 7. Also, 15 in FIGS. 1 and 2 is 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。Further, in FIGS. 1 to 4, reference numeral 16 indicates flooring members such as joists, etc., and 17 indicates column members.
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
の力が加わった時に、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、従って、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 basement B act as one, and there is no fear that the above-ground building A and the basement B will move separately. Therefore, as in the past, it is possible to prevent the above-ground building A from sinking and the basement B from rising unevenly.Furthermore, since the fabric foundation for the above-ground building A can be formed at the same time as the basement B is formed, The construction work for the cloth foundation of building A can also 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図は本発明の異なった実施
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、床パネル等の異なった実施例の断面図、
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. An enlarged vertical cross-sectional view of the main parts of the same example,
5 and 6 are cross-sectional views of different embodiments of roof panels, wall panels, floor panels, etc. used in the present invention,
FIG. 7 is a longitudinal sectional view of the main part of the conventional example. A... Building above ground, B... Basement, C... Ground, 2
... roof panel, 3 ... wall panel, 4 ... floor panel, 6 ... protrusion.
Claims (1)
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 is constructed by installing roof panels, wall panels, and floor panels in an underground hole dug in the ground, the upper part of the basement is A building with a basement, characterized in that the above-ground building is protruded above the ground to approximately the height of the above-ground building's fabric foundation and is used as a fabric foundation for the above-ground building, and the above-ground building is built and connected on the fabric foundation consisting of the basement.
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 true JPS62220661A (en) | 1987-09-28 |
| JPH0358616B2 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) |
Cited By (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 |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH03144075A (en) * | 1989-10-27 | 1991-06-19 | Teihiyuu Kk | Building |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0358616B2 (en) | 1991-09-06 |
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