JPH0477110B2 - - Google Patents
Info
- Publication number
- JPH0477110B2 JPH0477110B2 JP63277668A JP27766888A JPH0477110B2 JP H0477110 B2 JPH0477110 B2 JP H0477110B2 JP 63277668 A JP63277668 A JP 63277668A JP 27766888 A JP27766888 A JP 27766888A JP H0477110 B2 JPH0477110 B2 JP H0477110B2
- Authority
- JP
- Japan
- Prior art keywords
- cutting edge
- concrete wall
- concrete
- depth
- steel
- 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
- 229910000831 Steel Inorganic materials 0.000 claims description 13
- 239000010959 steel Substances 0.000 claims description 13
- 238000000034 method Methods 0.000 claims description 6
- 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
- 239000000463 material Substances 0.000 description 8
- 238000010276 construction Methods 0.000 description 5
- 238000005192 partition Methods 0.000 description 4
- 238000004873 anchoring Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 238000010586 diagram 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
- 230000002787 reinforcement Effects 0.000 description 1
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
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、地下立体駐車場の構
築方法に関するものである。DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a method of constructing an underground multi-level parking garage, which is constructed mainly in a place where it is difficult to secure a parking space above ground.
例えば市街地に建つオフイスビル、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溢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。
For example, although parking is now essential for office buildings and commercial buildings built in urban areas, these buildings are usually constructed on cramped lots, making it difficult to secure sufficient parking space. The reality is that it is difficult.
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つている。 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.
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円周方向の圧縮応力
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。
The present invention eliminates the impact on the floor area of above-ground buildings by installing a multi-storey parking lot underground with vertical circulation, realizing effective use of land.At the same time, by constructing it with cylindrical concrete walls, The structure is designed to bear pressure and water pressure mainly as compressive stress in the circumferential direction, and the wall thickness is reduced, which means lower 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、PC鋼材定着
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つて刃
口を一定深さだけ沈下させ、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. The ground is excavated and a cutting edge is formed at the tip of the concrete wall. At the same time, a prestressed steel anchorage is formed in the shape of a brim on the inner periphery of the concrete wall, and then the concrete wall is constructed to a certain height.
It is constructed by pulling the prestressing steel material with jacks to lower the cutting edge to a certain depth, then repeating the process of excavating the inside of the cutting edge, and finally creating a base.
以下本発明を一実施例を示す図面に基づいて説
明する。
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−I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 this invention is constructed below a building on the ground as shown in FIG. 1-I, 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, and has a bottom 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ツト
上に載つて駐車させられる。 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 is , the wall thickness can be thinner than in the case of a rectangular shape, since the water pressure is largely borne in the form of circumferential stress.
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 a concrete wall 2 formed in an oval cross-sectional shape, and an underground multi-level parking lot A of the embodiment shown in Fig. 1.
This shows an example in which two units 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, the inside of the concrete wall 2 is placed in the central part.
A partition wall 3 is provided to partition the space, and this partition wall 3 is also used as a stake as shown.
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(I)。 First, underground obstacles are removed and concrete 5 is placed on leveled ground to determine the installation location of the earth anchor 4 (I).
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()。 From above this waste concrete 5, pre-boring is performed according to the ground, and the earth anchor 4 containing the prestressing steel material 6 is driven to a position deeper than the construction depth of the base plate 1 ().
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の先端部分に刃口7を形成する
()。同時に刃口7の内周側にPC鋼材6の定着
部をつば状に形成する()。 After driving all the earth anchors 4, remove the waste concrete 5 in the area that will form the cylindrical concrete wall, excavate the ground in this area to a depth (approximately 1 to 1.5 m) that will not collapse the soil, and then remove the concrete. A cutting edge 7 is formed at the tip of the wall 2 (). At the same time, a collar-shaped anchoring portion of the PC steel material 6 is formed on the inner peripheral side of the cutting edge 7 ().
ここで刃口7の上端回りに型枠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()、刃口7内周
側の地盤を掘削する()。 Now, assemble the formwork 8 around the upper end of the cutting edge 7,
While constructing a concrete wall 2 of a certain height by arranging reinforcement and pouring concrete (), the ground on the inner circumferential side of the cutting edge 7 is excavated ().
掘削後、PC鋼材6の定着部にジヤツキ9を設
置し、ジヤツキ9でPC鋼材6を引張ることによ
り刃口7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()。 After excavation, a jack 9 is installed at the anchoring part of the PC steel material 6, and the blade mouth 7 is sunk by a certain amount by pulling the PC steel material 6 with the jack 9, and after sinking, the extra length of the upper end of the PC steel material 6 is cut off. ().
引き続き上記の〜の工程を繰り返し()、
刃口7、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、刃口7の内周側に
コンクリートを打設して底盤1を造成し、地下立
体駐車場Aが構築される()。 Continue to repeat the steps ~ above (),
When the cutting edge 7, that is, the concrete wall 2 has been sunk to a predetermined depth, the jack 9 is removed.
The upper end of the PC steel material 6 is fixed, concrete is poured on the inner circumferential side of the cutting edge 7 to create the base 1, and the 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.
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
用上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。
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 utilization of the building site, and it is also possible to secure a parking space with a large capacity without hindering the use of the building site. Since it is thin, it can be realized at low cost.
第1図−,は地下立体駐車場の構築例を示
したそれぞれ斜視図、平面図、第2図−,は
他の実施例を示したそれぞれ斜視図、平面図、第
3図−〜は施工手順を示した概要図である。
A……地下立体駐車場、1……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。
Figure 1-, is a perspective view and plan view showing an example of construction of an underground multi-story parking garage, Figure 2- is a perspective view and plan view showing another example, respectively, and Figures 3-- are construction. It is a schematic diagram showing a procedure. A...Underground multi-storey parking lot, 1...Bottom plate, 2...Concrete wall, 3...Partition wall, 4...Earth anchor, 5...Discarded concrete, 6...PC steel material,
7...Blade mouth, 8...Formwork, 9...Jatsuki.
Claims (1)
の周辺より鉛直下方へ、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ヤツキ
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。1. Earth anchors containing prestressed steel are buried vertically below the perimeter of the disposable concrete cast in a disk shape on the ground, below the base construction depth of a designated underground multi-storey parking lot, and a cylindrical concrete wall is constructed. After removing the waste concrete in the area that forms the area, excavate the ground to a depth that will not collapse the soil in that area, form a cutting edge at the tip of the concrete wall, and at the same time attach the PC steel anchorage to the concrete wall. A brim-like shape is formed on the inner circumference of the body, and a cylindrical concrete wall is built at a certain height above the cutting edge.The PC steel is pulled by a jack installed at the PC steel fixing part, and the cutting edge is held constant. From the process of alternately repeating the procedure of sinking only the depth, allowing the cutting edge to sink to a predetermined depth, constructing a concrete wall, and then pouring concrete around the inner circumference of the cutting edge to create a base. How to build an underground multi-storey parking lot.
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 JPH02125072A (en) | 1990-05-14 |
JPH0477110B2 true 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 |
---|---|
JPH02125072A (en) | 1990-05-14 |
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