JPH0791865B2 - Floating ground - Google Patents

Floating ground

Info

Publication number
JPH0791865B2
JPH0791865B2 JP62242782A JP24278287A JPH0791865B2 JP H0791865 B2 JPH0791865 B2 JP H0791865B2 JP 62242782 A JP62242782 A JP 62242782A JP 24278287 A JP24278287 A JP 24278287A JP H0791865 B2 JPH0791865 B2 JP H0791865B2
Authority
JP
Japan
Prior art keywords
ground
support
substrate
water
legs
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
Application number
JP62242782A
Other languages
Japanese (ja)
Other versions
JPS6490338A (en
Inventor
清訓 菊竹
Original Assignee
清訓 菊竹
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 清訓 菊竹 filed Critical 清訓 菊竹
Priority to JP62242782A priority Critical patent/JPH0791865B2/en
Publication of JPS6490338A publication Critical patent/JPS6490338A/en
Publication of JPH0791865B2 publication Critical patent/JPH0791865B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【発明の詳細な説明】 〈産業上の利用分野〉 この発明は、水面上に構築する水上地盤に関する。TECHNICAL FIELD The present invention relates to a floating ground constructed on a water surface.

〈従来の技術〉 近年、土地不足、地価高騰の折、海上や湖、河川等の水
面上に水上地盤を構築することが行なわれているが、こ
の水上地盤は、例えば鉄板にコンクリートを打設したよ
うな構成であって、一辺が1kmないし5km程度もある巨大
なもので、仮設状、或いは半永久状に設置される。
<Prior art> In recent years, when land shortages and soaring land prices occur, water ground is constructed on the surface of the sea, lakes, rivers, etc. It is a huge structure with one side of about 1 to 5 km, and is installed in a temporary or semi-permanent form.

ここで最も問題となる点は、水面上でこの水上地盤をい
かに安定した状態で移動することなく設置するかであ
る。
The most problematic point here is how to install this floating ground on the water surface in a stable state without moving.

そこで、従来は、水上地盤の下面に多数の脚体を垂設
し、各脚体の下端を海底等の水底に接触させると共に、
水上地盤を碇状にワイヤー等で水底に係留させる手段を
採っている。
Therefore, conventionally, a large number of legs are hung vertically on the lower surface of the ground above the ground, and the lower end of each leg is brought into contact with the water bottom such as the seabed,
Means for mooring the ground above the water to the bottom of the water with a wire etc. are adopted.

〈発明が解決しようとする問題点〉 しかしながら、周知のように海底等の水底は起伏が多い
ので、複数の全ての脚体の下端を水底に安定して接触さ
せることは不可能である。
<Problems to be Solved by the Invention> However, as is well known, since the water bottom such as the seabed has a lot of ups and downs, it is impossible to stably bring the lower ends of all the plurality of legs into contact with the water bottom.

そこで、水底にブルトーザを遠隔操作により走行させて
水底を地ならして平坦にすることが行なわれているが、
場所によっては岩盤に当って所望状態に整地することが
できない。また、極めて広範囲に亙って行なわなければ
ならないので、費用も嵩むものとなる。
Therefore, a bulltozer is run on the water bottom by remote control to level the water bottom and flatten it.
Depending on the location, it may not be possible to hit the bedrock and level the soil to the desired state. In addition, since it has to be performed over an extremely wide range, the cost is also high.

一方、各脚体の下端を水底に埋設固定することも考えら
れるが、波浪の影響を受けるなどしてかえって危険で不
安定である。従って、波の力に対抗できるだけの強度を
もって埋設固定するには極めて多くの労力と費用とを必
要とし、中途半端な固定では破損し易いのである。
On the other hand, it is possible to fix the lower end of each leg to the bottom of the water, but it is rather dangerous and unstable due to the influence of waves. Therefore, it requires an extremely large amount of labor and cost to bury and fix it with a strength that can withstand the force of waves, and half-way fixing is likely to damage it.

また、永久的な固定は、水上地盤を他の場所に移動させ
ることができない点でも問題がある。
Further, the permanent fixing also has a problem in that the ground above the ground cannot be moved to another place.

更に、水底が軟弱地盤の場合、硬質地盤まで杭を打たな
ければ基礎にできないので、極めて大規模な工事とな
る。
In addition, if the water bottom is soft ground, the foundation cannot be used unless the piles are struck to the hard ground, which is an extremely large-scale construction.

〈問題点を解決するための手段〉 本発明は上記に鑑み提案されたもので、水面上に位置す
る地盤の下面に多数の脚体を垂設し、隣接する脚体の下
端に跨る基板を設けると共に、該基板を連結部で一体に
構成し、該基板の側縁に長手方向に沿う弾性を有する支
持体を設け、この支持体により上記基板を水底上に軟着
陸状態で安定させて支持するようにしたものである。
<Means for Solving Problems> The present invention has been proposed in view of the above, in which a large number of legs are vertically provided on the lower surface of the ground located on the water surface, and a substrate extending across the lower ends of the adjacent legs is provided. At the same time, the substrate is integrally formed with a connecting portion, and a support having elasticity in the longitudinal direction is provided at a side edge of the substrate, and the support stably supports the substrate on the water bottom in a soft landing state. It was done like this.

〈作用〉 本発明は上記した構成であるので、隣接する脚体の下端
に跨ると共に連結部で一体に構成した基板の長手方向の
側縁に設けた弾性を有する支持体により、水底上に基板
を安定して軟着陸状態に設置することができ、地盤を安
定して水面上に構築することができる。
<Operation> Since the present invention has the above-described configuration, the substrate on the bottom of the water is provided by the elastic support provided on the side edge in the longitudinal direction of the substrate integrally formed by the connecting portion while straddling the lower ends of the adjacent legs. Can be stably installed in a soft landing state, and the ground can be stably constructed on the water surface.

〈実施例〉 以下、本発明を図面の実施例について説明する。<Examples> Hereinafter, the present invention will be described with reference to Examples of the drawings.

第1図及び第2図は本発明の基本的構造を示す概略側面
及び概略正面図であって、地盤1は所定の建造物等の施
設を設置するのに充分な強度を有しており、例えば鉄板
にコンクリートを打設したような構成であり、例えば短
辺150m、長辺1000m程度のプレート状のものである。
1 and 2 are a schematic side view and a schematic front view showing the basic structure of the present invention, in which the ground 1 has sufficient strength to install a facility such as a predetermined building, For example, it is a structure in which concrete is cast on an iron plate, and has, for example, a plate shape with a short side of 150 m and a long side of about 1000 m.

この地盤1の下面には多数の脚体2…を垂設し、各脚体
2の下端には地盤1の長手方向に沿って基板3を一連に
設ける。尚、図示の実施例では、地盤1の下面両側に2
列の脚体2…を夫々に列設して、各列の脚体2の下端に
基板3を個々に設け、両基板3、3を適宜間隔で配設す
る連結部4で一体に構成している。また地盤1は長手方
向に沿って階段状に緩く傾斜している。
A large number of legs 2 are vertically provided on the lower surface of the ground 1, and a substrate 3 is provided in series at the lower end of each leg 2 along the longitudinal direction of the ground 1. In the illustrated embodiment, there are two
The legs 2 in a row are arranged in a row, the substrates 3 are individually provided at the lower ends of the legs 2 in each row, and the substrates 3 and 3 are integrally configured by a connecting portion 4 arranged at appropriate intervals. ing. Further, the ground 1 is gently inclined in a stepwise manner along the longitudinal direction.

そして、上記基板3の長手方向に沿う両側縁には弾力性
を有する支持体5、5を設ける。この支持体5は、例え
ば、ゴムや合成樹脂等の所定材料で液密かつ気密に収縮
自在に成形したもので、例えば上記1000mの地盤1に対
しては600m程度の長さを有している。
Then, elastic supports 5 are provided on both side edges of the substrate 3 along the longitudinal direction. The support 5 is formed of a predetermined material such as rubber or synthetic resin so as to be contracted in a liquid-tight and air-tight manner, and has a length of about 600 m with respect to the ground 1 of 1000 m, for example. .

上記のような構成の支持体5内には水、砂、空気等の充
填物を適宜注入して膨張させ、膨張した支持体5により
基板3を弾性的に水底aに支持するのである。
A filling material such as water, sand, or air is appropriately injected into the support 5 having the above-described structure to expand the support 5, and the expanded support 5 elastically supports the substrate 3 on the water bottom a.

支持体5の内部に充填物の注入量、換言すると支持体5
の膨張の程度は、水底aの状態に対応して行なう。
The amount of the filler injected into the inside of the support 5, that is, the support 5
The degree of expansion of is determined according to the state of the water bottom a.

そして、膨張した支持体5は一種の緩衝材として作用
し、地盤1を水底a上に軟着陸状態で設置することがで
きる。また、必要に応じて地盤1を碇状にワイヤー等
(図示せず)で係留すれば、地盤1を水面上で移動しな
い安定した状態とすることができる。
Then, the expanded support body 5 acts as a kind of cushioning material, and the ground 1 can be installed on the water bottom a in a soft landing state. In addition, if the ground 1 is moored with a wire or the like (not shown) in an anchor shape as necessary, the ground 1 can be in a stable state in which it does not move on the water surface.

上記のように構成した水上地盤1を横方向に並設して更
に広面積の水上地盤を構築することもでき、この場合に
は、支持体5は垂直荷重を支えるばかりではなく、隣接
する基板3の衝突破損を防止する緩衝材としての機能を
発揮する。
The above-structured floating ground 1 can be arranged side by side in the lateral direction to construct a larger area floating ground. In this case, the support 5 not only supports the vertical load but also the adjacent substrates. 3 functions as a cushioning material that prevents collision damage.

第3図は、本発明に係る水上地盤1を用いた水上都市モ
デルであって、地盤1の下面に多数の脚体2…を垂設
し、各脚体2の下端には基板3が設けてある。そして、
上記基板3の長手方向の側縁に支持体5を設けて、この
支持体5により基板3を水底a上に軟着陸状態で安定に
支持している。
FIG. 3 is a floating city model using the floating ground 1 according to the present invention, in which a large number of legs 2 are vertically provided on the lower surface of the ground 1, and a substrate 3 is provided at the lower end of each leg 2. There is. And
A support 5 is provided on the side edge of the substrate 3 in the longitudinal direction, and the support 5 stably supports the substrate 3 on the water bottom a in a soft landing state.

地盤1の上面には長手方向の一端から他端に向けて上り
傾斜すると共に、幅方向の中央が緩く凹陥する都市6を
形成する。この都市6は側端部にオフィス部分7を持
ち、中央部には、テニスコート、公園等の広場8を有
し、また住居部分9を有している。一方、地盤1内(地
中)には道路、駐車場、ショッピングセンター等の公共
施設や機械室、備蓄倉庫、浮力調整室等を設け、更に図
示の実施例では一端に岸壁10を設けている。
A city 6 is formed on the upper surface of the ground 1 so as to incline upward from one end in the longitudinal direction toward the other end, and the center in the width direction is gently depressed. The city 6 has an office portion 7 at the side edge, a square 8 such as a tennis court and a park, and a residential portion 9 at the center. On the other hand, in the ground 1 (underground), public facilities such as roads, parking lots, shopping centers, machine rooms, stockpiling warehouses, buoyancy adjusting rooms, etc. are provided, and in the illustrated embodiment, a quay 10 is provided at one end. .

そして、上記のような水上都市6を複数並設して各水上
都市6の間に橋を架設して連絡すれば、水上に一大都市
の構築も可能である。この場合に本発明によれば、隣接
する各都市の基板3…の間に弾性を有する支持体5が介
在するので、各基板3が衝突することがない。
If a plurality of floating cities 6 as described above are installed side by side and a bridge is installed between the floating cities 6 to connect them, it is possible to build a large city on the water. In this case, according to the present invention, since the elastic support 5 is interposed between the substrates 3 of adjacent cities, the substrates 3 do not collide with each other.

以上、本発明を図面の実施例について説明したが、本発
明は上記した実施例に限定されるものではなく、特許請
求の範囲に記載した構成を変更しない限りどのようにで
も実施することができる。
Although the present invention has been described with reference to the embodiments of the drawings, the present invention is not limited to the above embodiments and can be carried out in any manner as long as the configuration described in the claims is not changed. .

〈発明の効果〉 以上要するに本発明によれば、隣接する脚体の下端に跨
ると共に連絡部で一体に構成した基板の長手方向に沿う
側縁に弾性を有する支持体を設け、この支持体により上
記基板を水底上に弾性的に支持するようにしたので、地
盤を水面上で移動しない軟着陸状態として、基板を安定
して支持することが可能である。従って、地盤を水面上
に極めて容易かつ安定して設置することができ、経費も
極めて低廉になる。しかも、地盤が大型化しても、支持
体を延長すれば対応できるので、施工が容易であり、工
費の削減や工期の短縮が可能である。
<Effects of the Invention> In short, according to the present invention, a support having elasticity is provided at the side edge along the longitudinal direction of the substrate integrally formed with the connecting portion while straddling the lower ends of the adjacent legs. Since the substrate is elastically supported on the water bottom, it is possible to stably support the substrate in a soft landing state in which the ground does not move on the water surface. Therefore, the ground can be installed on the water surface very easily and stably, and the cost is extremely low. Moreover, even if the ground becomes large, it can be dealt with by extending the support, so that the construction is easy, and the construction cost and the construction period can be shortened.

また、本発明による水上地盤を隣接して設置する場合に
は、支持材は横方向の緩衝材として機能するので基板が
互いに干渉して破損することがない。そして、本発明
は、波浪の影響を受けることが少なく安全であり、必要
に応じて移動することも可能であるなど、多くの優れた
効果を有している。
Further, when the floating grounds according to the present invention are installed adjacent to each other, the supporting members function as a lateral cushioning member, so that the substrates do not interfere with each other and are damaged. The present invention has many excellent effects such as being less affected by waves and being safe, and being able to move as needed.

【図面の簡単な説明】 図面は本発明の実施例を示し、第1図は基本構造の概略
側面図、第2図は同上の概略正面図、第3図は本発明を
用いた都市の概略斜視図である。 1……地盤、2……脚体、3……基板、5……支持体。
BRIEF DESCRIPTION OF THE DRAWINGS The drawings show an embodiment of the present invention, FIG. 1 is a schematic side view of the basic structure, FIG. 2 is a schematic front view of the same as above, and FIG. 3 is an outline of a city using the present invention. It is a perspective view. 1 ... Ground, 2 ... Legs, 3 ... Substrate, 5 ... Support.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】水面上に位置する地盤の下面に多数の脚体
を垂設し、隣接する脚体の下端に跨る基板を設けると共
に、該基板を連結部で一体に構成し、該基板の側縁に長
手方向に沿う弾性を有する支持体を設け、この支持体に
より上記基板を水底上に軟着陸状態で安定させて支持す
るようにしたことを特徴とする水上地盤。
1. A large number of legs are hung vertically on a lower surface of the ground located on the water surface, a substrate extending over the lower ends of adjacent legs is provided, and the substrates are integrally formed by a connecting portion. A submerged ground, characterized in that a support having elasticity along the longitudinal direction is provided at a side edge, and the support is used to stably support the substrate on a water bottom in a soft landing state.
JP62242782A 1987-09-29 1987-09-29 Floating ground Expired - Lifetime JPH0791865B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62242782A JPH0791865B2 (en) 1987-09-29 1987-09-29 Floating ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62242782A JPH0791865B2 (en) 1987-09-29 1987-09-29 Floating ground

Publications (2)

Publication Number Publication Date
JPS6490338A JPS6490338A (en) 1989-04-06
JPH0791865B2 true JPH0791865B2 (en) 1995-10-09

Family

ID=17094205

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62242782A Expired - Lifetime JPH0791865B2 (en) 1987-09-29 1987-09-29 Floating ground

Country Status (1)

Country Link
JP (1) JPH0791865B2 (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6085112A (en) * 1983-10-15 1985-05-14 Kiyonori Kikutake Soft landing ocean structure
JPS61242212A (en) * 1985-04-17 1986-10-28 Mitsui Eng & Shipbuild Co Ltd Installation work of marine structure

Also Published As

Publication number Publication date
JPS6490338A (en) 1989-04-06

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