JPS58156634A - Floating foundation for structure in soft ground - Google Patents
Floating foundation for structure in soft groundInfo
- Publication number
- JPS58156634A JPS58156634A JP3865682A JP3865682A JPS58156634A JP S58156634 A JPS58156634 A JP S58156634A JP 3865682 A JP3865682 A JP 3865682A JP 3865682 A JP3865682 A JP 3865682A JP S58156634 A JPS58156634 A JP S58156634A
- Authority
- JP
- Japan
- Prior art keywords
- box
- soft ground
- water
- water tanks
- floating
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/34—Foundations for sinking or earthquake territories
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Foundations (AREA)
Abstract
Description
【発明の詳細な説明】
本発明は、構築物の基礎を設置するのに不十分な強度の
軟弱地盤においても不同沈下を生じない浮基礎に関する
。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a floating foundation that does not cause uneven settlement even in soft ground with insufficient strength for installing the foundation of a structure.
軟弱地盤に対する構築物の基礎の支持方法としては、軟
弱層より下部にある支持地盤まで杭を作シ、この杭によ
シ支持する方法と、摩庫杭等を仰い荷重を軟弱層に伝達
させる方法とがある。支持杭を使用する場合、軟弱層の
ネガティブフリクションによる荷重が杭に加わることに
より杭が大きくなる。また周辺地盤が沈下することによ
シ建物が浮き上がることになる等の問題があった。さら
に摩擦杭を使用した場合は、軟弱層の不同沈下に対して
建物の水平性を保つことに信頼性が小さいという問題が
ある。There are two ways to support the foundation of a structure on soft ground: one is to build piles to the supporting ground below the soft ground and support the structure with these piles, and the other is to rely on piles, etc. to transfer the load to the soft ground. There is. When using support piles, the load from the negative friction of the soft layer is applied to the piles, making the piles larger. There was also the problem that the building would float up as the surrounding ground subsided. Furthermore, when friction piles are used, there is a problem in that they are unreliable in maintaining the horizontality of the building against uneven settlement of the soft layer.
そこで本発明は、基礎地盤が軟弱な場合に構築物の基礎
が不同沈下せず、常に構築物を傾斜させることなく支持
できること全目的とする。Therefore, an object of the present invention is to prevent the foundation of a structure from settling unevenly when the foundation ground is soft and to be able to support the structure without tilting the structure at all times.
次に図面により本発明を説明する。構築物を施工すべき
位置の軟弱地Illに、水槽2を複数個形成する。本演
施例の場合、高架橋の基礎であるので、第2図のように
直線上に多数の水槽2を形成する。水槽2は、軟弱地盤
1を掘削してその掘削穴の側壁面と底面にコンクリート
を打設するか、既製の躯体を掘削穴内に設置する等して
水槽2を形成し、該水槽2内に注水口2aを介して水等
の液体を入れる。各水槽2の下部は順次連通管3によシ
連通され、名水槽2の水面を同一に保つようになってい
る。また水槽20内側壁の上下に、適数個のダッシュポ
ット4が設けられ、後記する箱体5の水平移動を阻止す
るようになっている。Next, the present invention will be explained with reference to the drawings. A plurality of water tanks 2 are formed on soft ground Ill at a position where a structure is to be constructed. In the case of this example, since it is the foundation of a viaduct, a large number of water tanks 2 are formed in a straight line as shown in FIG. The water tank 2 is formed by excavating the soft ground 1 and pouring concrete on the side walls and bottom of the excavated hole, or by installing a ready-made frame in the excavated hole, and then placing it inside the water tank 2. Inject liquid such as water through the water inlet 2a. The lower part of each aquarium 2 is successively communicated with the communication pipe 3, so that the water level of the famous aquarium 2 is maintained at the same level. Further, an appropriate number of dashpots 4 are provided above and below the inner wall of the water tank 20 to prevent horizontal movement of a box 5 to be described later.
水槽2内に構築物の基礎となる空洞の箱体5を挿入し、
該箱体5の上部は水槽2の上方に突出して上面に構築物
を支持する。水槽2内に箱体5を入れた場合、直方体状
の箱体の大きさf 4 m X 4mX6mとすると浮
力は96tとなシ、構築物支持として十分である。箱体
5の1111壁上部の適数個所にダッシュポット6を突
出し、前記ダッシュポット4と共に水槽内側壁又は箱体
外側壁に当接して箱体の゛水平移動が阻止される。なお
ダッシュポットの代シに箱体と水槽との間をワイヤで結
んでもよい。Insert a hollow box 5 that will become the basis of the structure into the water tank 2,
The upper part of the box body 5 protrudes above the water tank 2 and supports the structure on the upper surface. When the box 5 is placed in the aquarium 2, and the size of the rectangular parallelepiped box is f 4 m x 4 m x 6 m, the buoyancy is 96 t, which is sufficient to support the structure. Dashpots 6 are protruded from an appropriate number of locations on the upper part of the 1111 wall of the box 5, and together with the dashpots 4, they come into contact with the inner wall of the water tank or the outer wall of the box to prevent horizontal movement of the box. Note that a wire may be used to connect the box body and the water tank instead of the dash pot.
水槽2の上部と箱体5上部との間の適数個所にばね7t
−設け、箱体に作用する衝撃、振動等を緩衝する。また
止水板8t−箱体5の外周中央部に設け、該止水板8の
数個所に絞シ孔8aを設けて箱体5の上下動が急激に生
じないようになっている。7 tons of springs are installed at appropriate locations between the top of the water tank 2 and the top of the box body 5.
- Provided to buffer shocks, vibrations, etc. that act on the box. Further, a water stop plate 8t is provided at the center of the outer periphery of the box body 5, and throttle holes 8a are provided at several locations in the water stop plate 8 to prevent sudden vertical movement of the box body 5.
′1 本発明の浮基礎は上記の通シ水槽2に箱体
5を浮かせて構成され、構築物の基礎として多数の浮基
礎が設けられても、各浮基礎の水槽2は連通管により全
て連通されることによシ各水槽の水位は一定に保たれる
。従って構築物を多数の浮基礎上に構築して、所定の浮
力を各箱体ごとに生じるようにして構築物全水平に保持
すれば、その後に地盤法下等があっても部分的に箱体5
が沈下して構築物が傾斜することはない。また地震等に
よシ水槽が振動しても、水槽内の箱体5は、ばね7によ
り保持され、しかも箱体に取付けた止水板8に絞シ孔8
aが設けであることから、箱体5はほとんど震動を受け
ることがない。'1 The floating foundation of the present invention is constructed by floating the box 5 on the above-mentioned through-hole water tank 2, and even if a large number of floating foundations are provided as the foundation of a structure, the water tanks 2 of each floating foundation are all connected through the communication pipe. As a result, the water level in each tank is kept constant. Therefore, if a structure is built on a number of floating foundations and a predetermined buoyancy is generated for each box to maintain the structure horizontally, even if there is a ground law etc., some parts of the box may
will not sink and the structure will not tilt. Furthermore, even if the water tank vibrates due to an earthquake or the like, the box body 5 inside the water tank is held by the spring 7, and the water stop plate 8 attached to the box body has a restriction hole 8.
Since a is provided, the box body 5 is hardly subjected to vibrations.
以上の通シ本発明によれば、軟弱地盤に施工した多数の
浮基礎は不同沈下することがないので、軟弱地盤上に施
工した構築物を傾斜させることがない。特に高架橋のよ
うに多数の浮基礎を使用する場合でも、高精度に水平金
保つことができる。According to the present invention as described above, a large number of floating foundations constructed on soft ground do not sink unevenly, so a structure constructed on soft ground is not tilted. In particular, even when many floating foundations are used, such as on elevated bridges, it is possible to maintain levelness with high precision.
第1図は本発明の浮基礎の縦断面図、第2図は浮基縛を
高架橋に使用した場合の斜視図である。FIG. 1 is a longitudinal sectional view of the floating foundation of the present invention, and FIG. 2 is a perspective view of the floating foundation used in a viaduct.
Claims (1)
槽を複数個構築し、各水槽内に構築物を支持する箱体を
それぞれ挿入し、各水槽の内側壁面と箱体外側面との間
の適所に箱体の水平移動を阻止するダッシュポット’を
複数個設け、各水槽祉それぞれ連通管によシ連通した軟
弱地盤における構築物の浮基礎。Build a plurality of water tanks at appropriate locations on the soft ground where the structure is to be constructed, insert a box to support the structure into each tank, and place the tank at an appropriate location between the inner wall surface of each tank and the outer surface of the box. A floating foundation for a structure on soft ground, with multiple dash pots installed to prevent the horizontal movement of the box, and each water tank connected through a communication pipe.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3865682A JPS6043498B2 (en) | 1982-03-10 | 1982-03-10 | Floating foundations for structures on soft ground |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3865682A JPS6043498B2 (en) | 1982-03-10 | 1982-03-10 | Floating foundations for structures on soft ground |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS58156634A true JPS58156634A (en) | 1983-09-17 |
JPS6043498B2 JPS6043498B2 (en) | 1985-09-28 |
Family
ID=12531294
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3865682A Expired JPS6043498B2 (en) | 1982-03-10 | 1982-03-10 | Floating foundations for structures on soft ground |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6043498B2 (en) |
-
1982
- 1982-03-10 JP JP3865682A patent/JPS6043498B2/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS6043498B2 (en) | 1985-09-28 |
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