JPH02125072A - Underground stereo parking area and building method thereof - Google Patents
Underground stereo parking area and building method thereofInfo
- Publication number
- JPH02125072A JPH02125072A JP63277668A JP27766888A JPH02125072A JP H02125072 A JPH02125072 A JP H02125072A JP 63277668 A JP63277668 A JP 63277668A JP 27766888 A JP27766888 A JP 27766888A JP H02125072 A JPH02125072 A JP H02125072A
- Authority
- JP
- Japan
- Prior art keywords
- concrete wall
- concrete
- ground
- area
- parking lot
- 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
- 238000000034 method Methods 0.000 title claims abstract description 10
- 239000000463 material Substances 0.000 claims description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 9
- 239000010959 steel Substances 0.000 claims description 9
- 239000002699 waste material Substances 0.000 claims description 4
- 239000002689 soil Substances 0.000 claims description 3
- 238000009411 base construction Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 7
- 238000005192 partition Methods 0.000 description 4
- 238000009415 formwork Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000002452 interceptive effect Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野〕
この発明は主として地上の駐車スペースの確保が難しい
場所に構築される、地下立体駐車場及びその構築方法に
関するものである。DETAILED DESCRIPTION OF THE INVENTION (Industrial Field of Application) The present invention relates to an underground multi-level parking garage and a method for constructing the same, which is mainly constructed in places where it is difficult to secure a parking space above ground.
[発明が解決しようとする課題]
例えば市街地に建つオフィスビル、商業建築には現在、
駐車場が不可欠であるにも拘わらず、これらの建物は通
常狭隘な敷地に建設されることを余儀なくされ、十分な
駐車スペースを確保することが難しいのが実情である。[Problems to be solved by the invention] For example, office buildings and commercial buildings built in urban areas currently have
Although parking is essential, these buildings are usually constructed on narrow lots, making it difficult to secure sufficient parking space.
従来は地下駐車場と立体駐車場のいずれかを選択するこ
とになるが、いずれも限られた土地を建物に有効に活用
する妨げとなり、駐車場のために床面積を削る結果とな
っている。Traditionally, you have to choose between an underground parking lot or a multi-storey parking lot, but both hinder the effective use of limited land for buildings and result in the reduction of floor space for parking lots. .
この発明はこうした背景を踏まえてなされたもので、土
地の有効利用を実現する駐車場を新たに提案しようとす
るものである。This invention was made based on this background, and aims to propose a new parking lot that realizes effective use of land.
[課題を解決するための手段〕
本発明では鉛直循環式に駐車する立体駐車場を地下に設
けることにより地上建物の床面積への影響をなくし、土
地の有効利用を実現すると同時に、円筒形状のコンクリ
ート壁体で構成することにより土圧と水圧を主として内
周方向の圧縮応力として負担する構造とし、壁厚の薄肉
化、すなわち工費の低コスト化を図る。[Means for Solving the Problems] The present invention eliminates the influence on the floor area of above-ground buildings by providing a multi-story parking lot underground in which parking is carried out in a vertical circulation manner, thereby realizing effective use of land. By constructing the building with concrete walls, the structure bears the earth pressure and water pressure mainly as compressive stress in the inner circumferential direction, thereby reducing the wall thickness and, in other words, lowering construction costs.
地下立体駐車場は、その底盤造成深さより深い位置にア
ースアンカーを埋設し、円筒形状のコンクリート壁体を
形成する範囲の捨てコンクリートを除去した後、その範
囲内の土を崩壊しない程度の深度まで地盤を掘削し、コ
ンクリート壁体の先端部分に刃口を形成すると同時に、
PCliil材定着部をコンクリート壁体の内周部につ
ば状に形成した後、コンクリート壁体を一定高さだけ構
築し、ジヤツキによりPC鋼材を引張ることによって刃
口を一定量さだけ沈下させ、刃口の内側を掘削するとい
う手順を繰り返し、最後に底盤を造成して構築される。For underground multi-level parking garages, earth anchors are buried at a depth deeper than the base construction depth, and after removing the waste concrete that forms the cylindrical concrete wall, the soil within that area is buried to a depth that will not collapse. At the same time as excavating the ground and forming a cutting edge at the tip of the concrete wall,
After forming the PCliil material anchoring part in a brim shape on the inner periphery of the concrete wall, the concrete wall is constructed to a certain height, and the PCliil material is pulled with jacks to sink the cutting edge by a certain amount, and the blade is It is constructed by repeating the process of excavating the inside of the mouth, and finally by creating a base.
〔実 施 例] 以下本発明を一実施例を示す図面に基づいて説明する。〔Example] The present invention will be explained below based on the drawings showing one embodiment.
この発明の地下立体駐車場Aは第1図−丁に示すように
地上の建物の下方に構築され、鉛直循環式に駐車するも
のである。The underground multi-level parking lot A of the present invention is constructed below a building on the ground, as shown in Figure 1-C, and parking is carried out in a vertical circulation manner.
地下立体駐車場Aは図示するように下方に形成される底
盤1と円筒形状のコンクリート壁体2とから構成され、
少なくとも2台の車が並列可能な底面積を有している。As shown in the figure, the underground multi-level parking lot A is composed of a bottom plate 1 formed below and a cylindrical concrete wall body 2,
It has a floor area that can accommodate at least two cars in parallel.
車は地上の立体駐車場と同じくコンクリート壁体2内に
設置され、観覧車式の循環するパレット上に載って駐車
させられる。Cars are installed within the concrete wall 2, similar to the multi-story parking lot above ground, and are parked on pallets that circulate like a Ferris wheel.
第1図−■は地上建物の平面図であるが、ここに破線で
示すようにこの地下立体駐車場Aは建物の杭基礎として
利用することができ、また円筒形のコンクリート壁体2
は土圧、水圧を円周応力として多くを負担するため壁厚
は矩形の場合に比べて薄肉で済むことになる。Figure 1-■ is a plan view of the above-ground building, and as shown by the broken line, this underground parking lot A can be used as a pile foundation for the building, and the cylindrical concrete wall 2
Since the wall bears much of the earth pressure and water pressure as circumferential stress, the wall thickness can be thinner than in the case of a rectangular shape.
第2図はコンクリート壁体2を長円状の断面形状に形成
し、第1図の実施例の地下立体駐車場Aを2基連接させ
た形態の実施例を示したものである。FIG. 2 shows an embodiment in which the concrete wall 2 is formed into an elliptical cross-sectional shape, and two underground multi-level parking lots A of the embodiment shown in FIG. 1 are connected.
この場合中央部にはコンクリート壁体2内を2スペース
に仕切る隔壁3が設けられるが、この隔壁3も■に示す
ように杭として利用される。In this case, a partition wall 3 is provided at the center to partition the inside of the concrete wall 2 into two spaces, and this partition wall 3 is also used as a pile as shown in (2).
次に第2請求項記載の発明を説明する。Next, the invention described in the second claim will be explained.
この発明はアースアンカー4とケーソン工法を利用して
第1請求項発明の地下立体駐車場Aを構築する方法であ
る。This invention is a method of constructing the underground multi-level parking garage A according to the first aspect of the invention by using the earth anchor 4 and the caisson construction method.
第3図により施工手順を説明する。The construction procedure will be explained with reference to FIG.
まず地中の障害物を除去して整地された地盤上に捨てコ
ンクリート5を打設し、アースアンカー4の設置箇所を
定める(1)。First, underground obstacles are removed and concrete 5 is placed on leveled ground to determine the installation location of the earth anchor 4 (1).
この捨てコンクリート5上から、地盤に応じてプレボー
リングを施し、PC鋼材6が内包されたアースアンカー
4を底盤1の造成深さより深い位置まで打ち込む(II
)。From above this waste concrete 5, perform pre-boring according to the ground, and drive the earth anchor 4 containing the prestressed steel material 6 to a position deeper than the construction depth of the bottom plate 1 (II
).
全アースアンカー4の打ち込み後、円筒形状のコンクリ
ート壁体を形成する範囲の捨てコンクリート5を除去し
た後、この範囲の土を崩壊しない深さ(1〜1.5m程
度)まで地盤を掘削し、コンクリート壁体2の先端部分
に刃ロアを形成する(III)。同時に刃ロアの内周側
にPC鋼材6の定着部をつば状に形成する(1)。After driving all the earth anchors 4, remove the waste concrete 5 in the area forming the cylindrical concrete wall, excavate the ground to a depth (about 1 to 1.5 m) that will not collapse the soil in this area, A lower blade is formed at the tip of the concrete wall 2 (III). At the same time, a flange-shaped fixing portion of the PC steel material 6 is formed on the inner peripheral side of the lower blade (1).
ここで刃ロアの上端口りに型枠8を組み立て、配筋、コ
ンクリート打設により一定高さのコンクリート壁体2を
構築する一方(■)、刃ロア内周側の地盤を掘削する(
V)。Here, formwork 8 is assembled at the upper end of the blade lower, and a concrete wall 2 of a certain height is constructed by reinforcing and concrete pouring (■), while the ground on the inner circumference side of the blade lower is excavated (
V).
掘削後、pc!1iia材6の定着部にジヤツキ9を設
置し、ジヤツキ9でPCfi材6を引張ることにより刃
ロアを一定量だけ沈下させ、沈下後、PC鋼材6上端の
余長部分を切断する(VI)。After drilling, pc! A jack 9 is installed at the fixing part of the 1iia material 6, and the lower blade is sunk by a certain amount by pulling the PCfi material 6 with the jack 9, and after sinking, the extra length of the upper end of the PC steel material 6 is cut (VI).
引き続き上記の■〜Vfの工程を繰り返しく■)刃ロア
、すなわちコンクリート壁体2が所定深さまで沈設され
たところで、ジヤツキ9を撤去してPC鋼材6の上端部
を定着し、刃ロアの内周側にコンクリートを打設して底
盤lを造成し、地下立体駐車場Aが構築される(■)。Continue repeating the steps from ■ to Vf above.■) When the blade lower, that is, the concrete wall 2, has been sunk to a predetermined depth, the jack 9 is removed and the upper end of the PC steel material 6 is fixed, and the inside of the blade lower is Concrete is poured around the perimeter to create the base l, and underground multi-level parking lot A is constructed (■).
底盤1の下方に埋設されたアースアンカー4はそのまま
埋め殺しされ、地下水による地下立体駐車場A及び地上
建物の浮き上がりや転倒を防止する役目を果たす。The earth anchor 4 buried below the bottom plate 1 is buried as it is, and serves to prevent the underground multi-level parking lot A and above-ground buildings from floating or falling due to groundwater.
〔発明の効果]
この発明は以上の通りであり、建物の地下に鉛直方向に
構築されるものであるため建物の敷地活用1妨げとなる
ことなく収容能力の大きい駐車スペースを確保すること
ができ、またコンクリート壁体が薄肉のため低コストで
実現可能である。[Effects of the Invention] This invention is as described above, and since it is constructed vertically in the basement of a building, it is possible to secure a parking space with a large capacity without interfering with the use of the building site. Also, since the concrete wall is thin, it can be realized at low cost.
第1図−1,IIは第1請求項発明の構築例を示したそ
れぞれ斜視図、平面図、第2図−1゜■は他の実施例を
示したそれぞれ斜視図、平面図、第3図−1〜■は第2
請求項発明の施工手順を示した概要図である。
A・・・・・・地下立体駐車場、l・・・・・・底盤、
2・・・・・・コンクリート壁体、3・・・・・・隔壁
、4・・・・・・アースアンカー、5・・・・・・捨て
コンクリート、6・・・・・・PC鋼材、7・・・・・
・刃口、8・・・・・・型枠、9・・・・・・ジヤツキ
。
第
図−■
第
図=1
図
■Figures 1-1 and II are a perspective view and a plan view showing a construction example of the first claimed invention, respectively, and Figure 2-1゜■ is a perspective view and a plan view showing another embodiment, respectively. Figures 1 to ■ are the second
It is a schematic diagram showing the construction procedure of the claimed invention. A...Underground parking lot, l...Bottom board,
2... Concrete wall, 3... Partition wall, 4... Earth anchor, 5... Discarded concrete, 6... PC steel material, 7...
・Blade mouth, 8... Formwork, 9... Jacket. Figure - ■ Figure = 1 Figure ■
Claims (2)
環式に駐車する立体駐車場であり、下方に形成され、少
なくとも車2台が並列可能な底面積を有する底盤と円筒
形状のコンクリート壁体とから構成されるものであるこ
とを特徴とする地下立体駐車場。(1) A multilevel parking lot that is buried vertically below an above-ground structure and provides parking in a vertical circulation manner, with a cylindrical concrete base and a base that has a bottom area that can accommodate at least two cars in parallel. An underground multi-level parking lot characterized by being composed of walls.
辺より鉛直下方へ、PC鋼材が内包されたアースアンカ
ーを所定の地下立体駐車場の底盤造成深さより下方に埋
設し、円筒形状のコンクリート壁体を形成する範囲の捨
てコンクリートを除去した後、その範囲内の土を崩壊し
ない程度の深度まで地盤を掘削し、コンクリート壁体の
先端部分に刃口を形成すると同時に、PC鋼材定着部を
コンクリート壁体の内周側につば状に形成し、刃口の上
方に円筒形状のコンクリート壁体を一定高さだけ構築し
、PC鋼材定着部に設置されるジャッキでPC鋼材を引
張り、刃口を一定深さだけ沈下させるという手順を交互
に繰り返し、所定深度まで刃口を沈下させるとともに、
コンクリート壁体を構築した後、刃口の内周側にコンク
リートを打設して底盤を造成するという工程からなる地
下立体駐車場の構築方法。(2) An earth anchor containing prestressed steel material is buried vertically downward from the periphery of the sacrificial concrete cast in a disk shape on the ground, below the depth of the base construction of a designated underground multi-storey parking lot, and a cylindrical concrete is formed. After removing the waste concrete in the area that will form the wall, excavate the ground to a depth that will not collapse the soil within that area, form a cutting edge at the tip of the concrete wall, and at the same time install the PC steel anchorage. A brim-like shape is formed on the inner circumference of the concrete wall, and a cylindrical concrete wall is constructed at a certain height above the cutting edge, and the PC steel is pulled with a jack installed at the PC steel fixing part. The procedure of lowering the blade to a certain depth is repeated alternately, and the cutting edge is lowered to a specified depth.
A method for constructing an underground multi-level parking lot, which consists of the process of constructing a concrete wall and then pouring concrete on the inner circumference of the cutting edge to create a base.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP63277668A JPH02125072A (en) | 1988-11-02 | 1988-11-02 | Underground stereo parking area and building method thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP63277668A JPH02125072A (en) | 1988-11-02 | 1988-11-02 | Underground stereo parking area and building method thereof |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH02125072A true JPH02125072A (en) | 1990-05-14 |
JPH0477110B2 JPH0477110B2 (en) | 1992-12-07 |
Family
ID=17586636
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP63277668A Granted JPH02125072A (en) | 1988-11-02 | 1988-11-02 | Underground stereo parking area and building method thereof |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH02125072A (en) |
-
1988
- 1988-11-02 JP JP63277668A patent/JPH02125072A/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPH0477110B2 (en) | 1992-12-07 |
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