JPH05202631A - Underground parking garage - Google Patents
Underground parking garageInfo
- Publication number
- JPH05202631A JPH05202631A JP9213192A JP1319292A JPH05202631A JP H05202631 A JPH05202631 A JP H05202631A JP 9213192 A JP9213192 A JP 9213192A JP 1319292 A JP1319292 A JP 1319292A JP H05202631 A JPH05202631 A JP H05202631A
- Authority
- JP
- Japan
- Prior art keywords
- underground
- space
- parking lot
- underground parking
- continuous underground
- 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.)
- Withdrawn
Links
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Foundations (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】この発明は地下駐車場に関するも
のであり、特に、既存建物の地下部分を利用する地下駐
車場に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an underground parking lot, and more particularly to an underground parking lot utilizing an underground portion of an existing building.
【0002】[0002]
【従来の技術】従来、地下駐車場を構築する場合は、予
め新築の建物の地下部分に駐車スペースに必要な空間部
を設けておくか、或いは建物を増築して床面積を増加す
る際に、増築した建物の地下部分に空間部を設ける。2. Description of the Related Art Conventionally, when constructing an underground parking lot, a space necessary for a parking space is provided in advance in the underground portion of a newly built building, or when the building is expanded to increase the floor area. , A space will be provided in the basement of the expanded building.
【0003】[0003]
【発明が解決しようとする課題】前述したように、地下
駐車場は建物を新築又は増築する際にのみ構築可能であ
る。仮に、既存の建物の地下を掘削して駐車スペースに
必要な空間部を設けようとすれば、基礎杭の周辺の地盤
と基礎杭との鉛直支持方向の摩擦力が減少し、設計時の
鉛直支持力が確保できなくなる。更に、地震の横方向の
揺れに抵抗できない虞がある。As described above, the underground parking lot can be constructed only when a new building or a new building is built. If the underground space of an existing building is to be excavated to provide a necessary space for a parking space, the frictional force in the vertical support direction between the ground around the foundation pile and the foundation pile will decrease, and the vertical design will increase. Supporting power cannot be secured. Furthermore, there is a risk that the lateral shaking of an earthquake cannot be resisted.
【0004】そこで、既存建物の地下部分に空間部を設
け、地下駐車場を構築するために解決すべき技術的課題
が生じてくるのであり、本発明はこの課題を解決するこ
とを目的とする。Therefore, there is a technical problem to be solved in order to construct an underground parking lot by providing a space part in the underground part of the existing building, and the present invention aims to solve this problem. ..
【0005】[0005]
【課題を解決するための手段】この発明は上記目的を達
成するために提案されたものであり、既存建物の最下層
の床スラブを解体し、基礎杭の外側に穴を掘削して連続
地中壁を構築し、基礎杭と連続地中壁を一体化するとと
もに、該連続地中壁の内側に後打ちコンクリートを打設
し、更に、新たな床スラブを打設して空間部を形成した
ことを特徴とする地下駐車場を提供するものである。The present invention has been proposed in order to achieve the above-mentioned object, and the floor slab in the lowermost layer of an existing building is dismantled, and a hole is drilled outside the foundation pile to form a continuous ground. The inner wall is constructed, the foundation pile and the continuous underground wall are integrated, the post-cast concrete is placed inside the continuous underground wall, and a new floor slab is placed to form the space. It provides an underground parking lot characterized by the above.
【0006】[0006]
【作用】既存建物の基礎杭の外側に構築した連続地中壁
は、基礎杭と一体化して地盤との摩擦力が増加し、鉛直
支持力を確保できるとともに地震時の横方向の揺れにも
抵抗できる。そして、連続地中壁の内側に後打ちコンク
リートを打設し、更に、新たな床スラブを打設して広い
空間部を確保し、この空間部に地下駐車場を構築する。[Operation] The continuous underground wall constructed on the outside of the foundation piles of the existing building is integrated with the foundation piles to increase the frictional force with the ground, which ensures vertical support and also prevents lateral shaking during an earthquake. I can resist. Then, post-cast concrete is placed inside the continuous underground wall, and a new floor slab is also placed to secure a wide space, and an underground parking lot is constructed in this space.
【0007】[0007]
【実施例】以下、本発明の一実施例を図面に従って詳述
する。図1は既存建物の最下層の平面を示したものであ
り、基礎杭10,10…及び独立フーチング11,11
…間を基礎梁12,12…で接続し、床スラブ13を打
設してある。本発明の地下駐車場を構築するときには、
先ず、図1に示した最下層の床スラブ13を解体して取
り除き、基礎杭10,10…、独立フーチング11,1
1…、基礎梁12,12…を露出する。次に、図2に示
すように、基礎杭10,10…の外側に穴14,14…
を掘削する。この穴14,14…は地下駐車場に必要な
空間部の深さよりやや深く掘削する。An embodiment of the present invention will be described in detail below with reference to the drawings. FIG. 1 shows the plane of the bottom layer of the existing building, which includes foundation piles 10, 10 ... and independent footings 11, 11.
.. are connected by foundation beams 12, 12, and a floor slab 13 is cast. When constructing the underground parking lot of the present invention,
First, the bottom floor slab 13 shown in FIG. 1 is disassembled and removed, and the foundation piles 10, 10, ..., Independent footings 11, 1 are removed.
1 ..., the foundation beams 12, 12 ... are exposed. Next, as shown in FIG. 2, holes 14, 14, ... Are provided outside the foundation piles 10, 10.
To drill. The holes 14, 14 ... Are excavated slightly deeper than the depth of the space required for the underground parking lot.
【0008】そして、図3に示すように、この穴14,
14…内へコンクリートを打設して連続地中壁15,1
5…を構築する。基礎杭10,10…の摩擦力の減少分
を徐々に連続地中壁15,15…に伝えるために、該連
続地中壁15,15…の内側部を何層かに分けて掘削
し、後述する後打ちコンクリート16a,16b…を順
次打設していき、基礎杭10,10…と連続地中壁1
5,15…とを一体化する。Then, as shown in FIG. 3, the holes 14,
14 ... Concrete is placed inside and continuous underground walls 15,1
Build 5 ... In order to gradually convey the reduced amount of the frictional force of the foundation piles 10, 10 ... To the continuous underground walls 15, 15, ... The post-cast concrete 16a, 16b ..., which will be described later, is sequentially placed to form the foundation piles 10, 10 ... and the continuous underground wall 1.
Integrate 5,15 ...
【0009】図4及び図5に示すように、連続地中壁1
5,15…の内側部を掘削して土砂を排出し、先ず1層
目の空間部17aを設ける。露出した連続地中壁15,
15…の内側面に後打ちコンクリート16a,16a…
を打設し、前記基礎杭10,10…及び独立フーチング
11,11…と連続地中壁15,15…とを一体化する
ことにより、連続地中壁15,15…が広い接触面積を
有するようになり、地盤との摩擦力が大となる。更に、
連続地中壁15,15…の内側部を掘削して土砂を排出
し、2層目の空間部17bを設ける。そして、1層目の
後打ちコンクリート16a,16a…の下部に露出した
連続地中壁15,15…の内側面に、後打ちコンクリー
ト16b,16b…を打設して1層目と2層目とを接続
する。As shown in FIGS. 4 and 5, the continuous underground wall 1
The inner parts of 5, 15 ... Are excavated to discharge the earth and sand, and first, the space part 17a of the first layer is provided. Exposed continuous underground wall 15,
Post-cast concrete 16a, 16a on the inner surface of 15 ...
Are piled up and the foundation piles 10, 10 ... and the independent footings 11, 11 ... Are integrated with the continuous underground walls 15, 15 ..., so that the continuous underground walls 15, 15 ... Have a wide contact area. As a result, the frictional force with the ground becomes large. Furthermore,
The inner part of the continuous underground walls 15, 15 ... Is excavated to discharge the earth and sand, and the second-layer space 17b is provided. Then, on the inner surface of the continuous underground wall 15, 15 ... exposed at the bottom of the first-layer post-cast concrete 16a, 16a ..., the post-cast concrete 16b, 16b. And connect.
【0010】上記手順を繰り返して所定の深さまで掘削
し、連続地中壁15,15…の内側面に後打ちコンクリ
ート16,16…を打設する。そして、図6に示すよう
に、新たな杭18,18…を打ち込んでその上部に新た
な床スラブ19を打設し、連続地中壁15,15…の内
側に地下駐車場に必要な空間部17を形成する。而し
て、同図に示すように、前記空間部17に機械式立体駐
車設備装置20を構築し、矢印方向へ回転して多数の自
動車を駐車させることができる。The above procedure is repeated to excavate to a predetermined depth, and post-cast concrete 16, 16 ... Is placed on the inner surface of the continuous underground wall 15, 15. Then, as shown in FIG. 6, new piles 18, 18 ... Are driven in and a new floor slab 19 is placed above the piles 18, and the space required for the underground parking lot is provided inside the continuous underground walls 15, 15. The part 17 is formed. Thus, as shown in the figure, a mechanical multi-level parking facility device 20 can be built in the space 17 and rotated in the direction of the arrow to park a large number of automobiles.
【0011】尚、この発明は、この発明の精神を逸脱し
ない限り種々の改変を為すことができ、そして、この発
明が該改変されたものに及ぶことは当然である。The present invention can be modified in various ways without departing from the spirit of the invention, and it goes without saying that the invention extends to the modified version.
【0012】[0012]
【発明の効果】この発明は上記一実施例に詳述したよう
に、新築又は増築建物に限られていた地下駐車場を、既
存建物の地下を利用して構築することができる。従っ
て、既存建物の利用を妨げることなく、多数の駐車スペ
ースを確保でき、路上駐車を減少させて地域環境の向上
にも寄与できる。As described in detail in the above-mentioned embodiment, the present invention can construct an underground parking lot limited to a newly constructed or newly constructed building by utilizing the underground of the existing building. Therefore, a large number of parking spaces can be secured without hindering the use of the existing building, and it is possible to reduce on-street parking and contribute to the improvement of the local environment.
【図1】既存建物の最下層を示す一部切欠平面図。FIG. 1 is a partially cutaway plan view showing a lowermost layer of an existing building.
【図2】地下駐車場の構築手順を説明する平面図。FIG. 2 is a plan view illustrating a procedure for constructing an underground parking lot.
【図3】地下駐車場の構築手順を説明する平面図。FIG. 3 is a plan view illustrating a procedure for constructing an underground parking lot.
【図4】地下駐車場の構築手順を説明する平面図。FIG. 4 is a plan view illustrating a procedure for constructing an underground parking lot.
【図5】地下駐車場の構築手順を説明する縦断正面図。FIG. 5 is a vertical cross-sectional front view illustrating a procedure for constructing an underground parking lot.
【図6】完成した地下駐車場の縦断正面図。FIG. 6 is a vertical sectional front view of the completed underground parking lot.
10 基礎杭 11 独立フーチング 12 基礎梁 13 (既存の)床スラブ 14 穴 15 連続地中壁 16 (全体の)後打ちコンクリート 16a,16b… (各層の)後打ちコンクリート 17 (全体の)空間部 17a,17b… (各層の)空間部 18 (新たな)杭 19 (新たな)床スラブ 20 機械式立体駐車設備装置 10 foundation pile 11 independent footing 12 foundation beam 13 (existing) floor slab 14 hole 15 continuous underground wall 16 (total) post-cast concrete 16a, 16b ... (for each layer) post-cast concrete 17 (overall) space 17a , 17b ... Space (of each layer) 18 (New) pile 19 (New) floor slab 20 Mechanical multi-level parking facility device
Claims (1)
基礎杭の外側に穴を掘削して連続地中壁を構築し、基礎
杭と連続地中壁を一体化するとともに、該連続地中壁の
内側に後打ちコンクリートを打設し、更に、新たな床ス
ラブを打設して空間部を形成したことを特徴とする地下
駐車場。1. Dismantling the floor slab at the bottom of the existing building,
A hole is drilled on the outside of the foundation pile to construct a continuous underground wall, the foundation pile and the continuous underground wall are integrated, and post-cast concrete is placed inside the continuous underground wall. An underground parking lot characterized by placing a floor slab to form a space.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9213192A JPH05202631A (en) | 1992-01-28 | 1992-01-28 | Underground parking garage |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9213192A JPH05202631A (en) | 1992-01-28 | 1992-01-28 | Underground parking garage |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH05202631A true JPH05202631A (en) | 1993-08-10 |
Family
ID=11826302
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP9213192A Withdrawn JPH05202631A (en) | 1992-01-28 | 1992-01-28 | Underground parking garage |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH05202631A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102071813A (en) * | 2010-11-18 | 2011-05-25 | 杭州岩土工程有限公司 | Method for constructing underground garage under old building |
CN105178292A (en) * | 2015-07-28 | 2015-12-23 | 济南轨道交通集团有限公司 | Composite pile structure serving as underground garage stand column and construction method thereof |
-
1992
- 1992-01-28 JP JP9213192A patent/JPH05202631A/en not_active Withdrawn
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102071813A (en) * | 2010-11-18 | 2011-05-25 | 杭州岩土工程有限公司 | Method for constructing underground garage under old building |
CN105178292A (en) * | 2015-07-28 | 2015-12-23 | 济南轨道交通集团有限公司 | Composite pile structure serving as underground garage stand column and construction method thereof |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
A300 | Withdrawal of application because of no request for examination |
Free format text: JAPANESE INTERMEDIATE CODE: A300 Effective date: 19990408 |