JP3404564B2 - Saving caisson - Google Patents

Saving caisson

Info

Publication number
JP3404564B2
JP3404564B2 JP13191298A JP13191298A JP3404564B2 JP 3404564 B2 JP3404564 B2 JP 3404564B2 JP 13191298 A JP13191298 A JP 13191298A JP 13191298 A JP13191298 A JP 13191298A JP 3404564 B2 JP3404564 B2 JP 3404564B2
Authority
JP
Japan
Prior art keywords
caisson
buoyancy
water injection
partition wall
section
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 - Fee Related
Application number
JP13191298A
Other languages
Japanese (ja)
Other versions
JPH11323950A (en
Inventor
廣治 田中
英紀 田中
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Penta Ocean Construction Co Ltd
Original Assignee
Penta Ocean Construction Co Ltd
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 Penta Ocean Construction Co Ltd filed Critical Penta Ocean Construction Co Ltd
Priority to JP13191298A priority Critical patent/JP3404564B2/en
Publication of JPH11323950A publication Critical patent/JPH11323950A/en
Application granted granted Critical
Publication of JP3404564B2 publication Critical patent/JP3404564B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、防波堤、岸壁等を
構成するコンクリート製の省隔壁ケーソンに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete partition wall caisson which constitutes a breakwater, a quay and the like.

【0002】[0002]

【従来の技術】図4に示すように、従来のケーソンに
は、垂直筒状の外壁1と水平平板状の底版2とをもっ
て、内側に中詰空間が形成されており、中詰空間は、多
数の垂直平板状の隔壁3、3…をもって、多数(9〜2
5)の注水区画に格子状に仕切られている。なお、ケー
ソンの外壁1、底版2、隔壁3、3…は、鉄筋コンクリ
ートにより一体的に形成されている。そして、ケーソン
の沈設に際しては、多数の注水区画の夫々に注水するよ
うになっている。
2. Description of the Related Art As shown in FIG. 4, a conventional caisson has a vertical cylindrical outer wall 1 and a horizontal flat plate-shaped bottom plate 2 to form an inner filling space. With a large number of vertical flat plate-shaped partition walls 3, 3, ...
The water injection section of 5) is partitioned in a grid pattern. The outer wall 1, bottom plate 2, partition walls 3, 3, ... Of the caisson are integrally formed by reinforced concrete. Then, when the caisson is submerged, water is poured into each of a large number of water pouring sections.

【0003】[0003]

【発明が解決しようとする課題】従来の多数の隔壁3、
3…を備えたケーソンは、コンクリート、型枠、鉄筋の
使用量が多くなる等のため、製作費が高い、製作期間が
長い等の問題があった。また、多数の隔壁3、3…を備
えたケーソンでは、沈設に際して傾きを修正する復元力
が生じるが、この復元力が大きいと、波浪中の動揺が大
きくなり、波浪の影響を受けやすくなるという問題もあ
った。
A large number of conventional partition walls 3,
The caisson equipped with 3 ... has problems such as high production cost and long production period because the amount of concrete, formwork, and reinforcing bar used is large. Further, in a caisson provided with a large number of partition walls 3, 3, ..., A restoring force that corrects the inclination is generated when the caisson is sunk, but if this restoring force is large, the shaking in the waves becomes large and the waves are easily affected. There was also a problem.

【0004】一方、ケーソンから隔壁を全く無くして単
一の注水区画のみにすると、ケーソンを沈設する際に、
ケーソンが傾いても復元力が生じないため、起重機船等
の補助手段による支持が必要になるなど施工費が高くな
る等の問題が生じてくる。
On the other hand, when the caisson is completely submerged and only a single water injection section is used, when the caisson is sunk,
Since the restoring force does not occur even if the caisson is tilted, there is a problem that construction costs are high, such as the need for support by auxiliary means such as a hoist ship.

【0005】本発明は、このような問題に鑑み、ケーソ
ンの隔壁を極力減らして、ケーソンの製作費を低減する
と共に、ケーソンの沈設に際しては、ケーソンが傾くと
適正な復元力が生じるようにし、起重機船等の補助手段
を使用することなく施工することを目的とする。
In view of the above problems, the present invention reduces the caisson bulkhead as much as possible to reduce the manufacturing cost of the caisson, and when the caisson is sunk, an appropriate restoring force is generated when the caisson is tilted. The purpose is to construct without using auxiliary means such as a hoist ship.

【0006】本発明に係る省隔壁ケーソンの特徴は、四
角形の縦向き筒状をした外壁と横向き平板状をした底板
とをもって内部に中詰空間が形成された中空箱状をな
し、前記中詰空間は、縦向きの隔壁をもって浮力発生区
画と注水区画とに仕切られ、前記注水区画内に注水する
ことによって浮力調整しつつ沈設可能にしたケーソンで
あって、前記四角形をした縦向き筒状の四隅部分内に縦
向きの比較的小容積の浮力発生区画を隔壁によって形成
し、該浮力発生区画を除く前記中詰空間内を、比較的大
容積の単一の注水区画としたことにある。
[0006] wherein saving bulkhead caissons according to the present invention, a hollow box shape wadding space formed therein with a vertical cylindrical the outer wall and the bottom plate where the horizontal plate-shaped square, said in packed The space is a buoyancy-generating area with vertical partitions.
It is a caisson that is divided into an image and a water injection section, and can be sunk while adjusting the buoyancy by pouring water into the water injection section . A buoyancy generating section having a volume is formed by a partition wall, and the inside of the filling space excluding the buoyancy generating section is a single water injection section having a relatively large volume.

【0007】なお、前記四隅の浮力発生区画をケーソン
の重心を中央にして対称に配置することが好ましい。
Incidentally, the buoyancy generating sections at the four corners are defined by caisson.
It is preferable to arrange them symmetrically with the center of gravity of the center as the center .

【0008】[0008]

【発明の実施の形態】図1は、本発明の実施の形態に係
る省隔壁ケーソンの平面図であり、図2は、その縦断面
図である。省隔壁ケーソンは、垂直な(縦向の)長方形
筒状の外壁(側壁)11と水平な(横向の)平板状の底
版12とからなる上側が開口した中空函状に構成されて
おり、外壁11の内側に、中詰空間が形成されている。
1 is a plan view of a partition wall caisson according to an embodiment of the present invention, and FIG. 2 is a vertical sectional view thereof. The partition wall-saving caisson is composed of a vertical (longitudinal) rectangular tubular outer wall (side wall) 11 and a horizontal (horizontal) flat plate-shaped bottom plate 12 in the shape of a hollow box with an open upper side. Inside 11, a filling space is formed.

【0009】そして、中詰空間の四隅部分には、垂直な
(縦向の)略L字状の水密な隔壁13、13…が設けら
れており、この隔壁13、13…により、中詰空間は、
中央(内周側)の比較的大容積の単一の注水空間Aと、
四隅(外周側)の比較的小容積の4つの浮力発生区画
B、B…とに仕切られている。なお、浮力発生区画B、
B…は、省隔壁ケーソンの重心を中央にして対称に配置
されている。
Further, vertical (longitudinal) substantially L-shaped watertight partition walls 13, 13 ... Are provided at four corners of the packed space, and the partition spaces 13, 13 ... Is
A relatively large volume single water injection space A in the center (inner side),
It is partitioned into four buoyancy generating sections B, B ... Of relatively small volumes at the four corners (outer peripheral side). In addition, buoyancy generation section B,
B ... Are arranged symmetrically with the center of gravity of the partition wall caisson as the center.

【0010】このように構成される省隔壁ケーソンは、
外壁11、底版12、隔壁13、13…を鉄筋コンクリ
ートにより一体的に形成するが、従来の格子状のケーソ
ンと比較して隔壁が小さく、少ないので、コンクリー
ト、鉄筋、型枠等の使用量が減り、製作費を低減するこ
とができる。なお、外壁11、底版12には、補強部等
を設けてもよい。
The partition wall caisson thus constructed is
The outer wall 11, the bottom slab 12, the partition walls 13, 13 ... Are integrally formed by reinforced concrete, but the partition wall is smaller and smaller than the conventional lattice caisson, so the amount of concrete, rebar, formwork, etc. used is reduced. The production cost can be reduced. The outer wall 11 and the bottom slab 12 may be provided with a reinforcing portion or the like.

【0011】また、浮力発生区画B、B…を大きくすれ
ば、沈設時に浮力発生区画B、B…生じる浮力が大きく
なって復元力を大きくすることができるが、復元力が大
き過ぎると波浪中の動揺(振幅)が大きくなるため、浮
力発生区画B、B…は、必要最小限の復元力が得られる
ような大きさにする。即ち、浮力発生区画B、B…の大
きさを考慮することによって、必要最小の復元力を確保
することができ、従って、沈設の際に波浪中の動揺を低
減することができる。
Further, if the buoyancy generating sections B, B ... Are made large, the buoyancy generating sections B, B .. , The buoyancy generating sections B, B ... Have a size such that a minimum necessary restoring force can be obtained. That is, by taking into consideration the size of the buoyancy generating sections B, B ..., the minimum necessary restoring force can be secured, and therefore, the sway in the waves during the sinking can be reduced.

【0012】また、浮力発生区画B、B…を四隅に配置
すると、省隔壁ケーソンの重心から浮力発生区画B、B
…(浮力の作用点)までの距離が最大となり、浮力発生
区画B、B…の大きさに対して復元力を最大とすること
ができる。即ち、必要な復元力を確保するのに、浮力発
生区画B、B…の大きさ(従って、隔壁13、13…大
きさ)を最小にすることができる。
Further, when the buoyancy generating sections B, B ... Are arranged at the four corners, the buoyancy generating sections B, B are separated from the center of gravity of the partition wall caisson.
The distance to (the point of buoyancy) is maximized, and the restoring force can be maximized with respect to the size of the buoyancy generating sections B, B .... That is, in order to secure the necessary restoring force, the size of the buoyancy generating sections B, B ... (Consequently, the partition walls 13, 13 ... Size) can be minimized.

【0013】図3は、省隔壁ケーソンの沈設方法を示す
縦断面図である。省隔壁ケーソンの沈設の際には、中央
の注水区画Aにのみ注水して、四隅の浮力発生区画B、
B…には注水せずに施工する。従って、注水設備は1組
でよい。
FIG. 3 is a vertical cross-sectional view showing a method of depositing the partition wall caisson. When the partition-saving caisson is sunk, water is poured only into the central water injection section A, and the buoyancy generation sections B at the four corners are
Install in B ... without water injection. Therefore, only one set of water injection equipment is required.

【0014】このように注水区画Aのみに注水すると、
浮力発生区画B、B…に浮力が作用し、省隔壁ケーソン
が傾くと、傾いた側(下がった側)の浮力発生区画Bの
浮力が反対側の浮力発生区画Bの浮力よりも増大するの
で、傾きを修正する復元力が生じる。従って、起重機船
等の補助手段により支持することなく施工することがで
き、施工費を抑制することができる。
When water is injected only into the water injection section A in this way,
When buoyancy acts on the buoyancy-generating sections B, B, and the partition wall caisson tilts, the buoyancy of the buoyancy-generating section B on the inclined side (lower side) becomes larger than the buoyancy of the buoyancy-generating section B on the opposite side. , The restoring force that corrects the tilt is generated. Therefore, the construction can be performed without being supported by auxiliary means such as a hoist ship, and the construction cost can be suppressed.

【0015】即ち、ケーソンから隔壁を全く無くして単
一の大容積の注水区画のみを形成した場合には、ケーソ
ンの製作費は大幅に低減できても、ケーソンの沈設の際
に単一の注水区画では復元力を生じないため、起重機船
等の補助手段が必要になり施工費が上昇する。一方、上
述のように、単一の大容積の注水区画の外周側に小容積
の浮力発生区画を設けた場合には、復元力を確保しつつ
隔壁を減らすことができるため、製作費を低減すると共
に施工費を抑制することができる。
That is, when the caisson has no partition wall and only a single large-volume water injection section is formed, the caisson production cost can be significantly reduced, but a single water injection is performed when the caisson is sunk. Restoration force does not occur in the section, so auxiliary means such as a hoist ship are required, which increases construction costs. On the other hand, as mentioned above, when a small-volume buoyancy generating section is provided on the outer peripheral side of a single large-volume water injection section, it is possible to reduce partition walls while ensuring resilience, thus reducing manufacturing costs. In addition, the construction cost can be suppressed.

【0016】なお、上述の実施の形態では、省隔壁ケー
ソンの四隅に浮力発生区画を配置して、隔壁を最小にし
た場合について述べたが、浮力発生区画は四隅に限らず
注水区画よりも外周側に配置すればよく、従来の格子状
の隔壁よりも隔壁を減らすことができると共に沈設の際
に復元力を生じさせることができる。
In the above embodiment, the buoyancy generating compartments are arranged at the four corners of the partition wall caisson to minimize the partition walls. However, the buoyancy generating compartments are not limited to the four corners and the outer circumference is more than the water injection compartment. It is only necessary to dispose it on the side, so that the number of partition walls can be reduced as compared with the conventional grid-shaped partition walls, and a restoring force can be generated at the time of deposition.

【0017】また、上述の実施の形態では、沈設に際し
て注水区画にのみ注水して浮力発生区画には注水しない
場合について述べたが、浮力発生区画にも注水区画より
も少ない注水量を注水し、その注水量を調整することに
よって最適な復元力を生じさせるようにしてもよい。
Further, in the above-mentioned embodiment, the case where water is poured only into the water injection section and not into the buoyancy generation section at the time of submersion is described, but the buoyancy generation section is also injected with a smaller amount of water than the water injection section, The optimum restoring force may be generated by adjusting the water injection amount.

【0018】[0018]

【発明の効果】本発明に係る省隔壁ケーソンは、縦向筒
状の外壁と横向平板状の底版とをもって内側に中詰空間
を形成し、この中詰空間を、縦向の隔壁をもって内周側
の比較的大容積の注水区画と外周側の比較的小容積の浮
力発生区画とに仕切ったことによって、隔壁が少なくな
るので製作費を低減することができると共に、沈設に際
して、浮力発生区画には注水せず又は浮力発生区画の注
水量を注水区画よりも減らすことによって、傾きを修正
する復元力が生じるので、起重機船等の補助手段により
支持することなく施工することができる。また、浮力発
生区画の大きさを考慮することによって、必要最小の復
元力を確保することができ、従って、沈設の際に波浪中
の動揺を低減することができる。
EFFECT OF THE INVENTION The partition wall caisson according to the present invention comprises a vertically-oriented cylindrical outer wall and a horizontally-oriented flat plate-like bottom plate to form an inner filling space, and the inner filling space is provided with a vertical partition wall. By dividing it into a relatively large volume water injection section on the side and a relatively small volume buoyancy generation section on the outer circumference side, the number of partition walls is reduced, so manufacturing costs can be reduced and at the time of sunk Can be constructed without supporting by auxiliary means such as a hoister ship, because the water is not injected or the amount of water injected in the buoyancy generating section is smaller than that in the water injecting section, so that a restoring force for correcting the inclination is generated. Further, by taking into consideration the size of the buoyancy generating section, it is possible to ensure the minimum necessary restoring force, and therefore to reduce the shaking during waves during the sunk.

【0019】また、中詰空間を、四角形筒状の外壁をも
って形成し、浮力発生区画を、中詰空間の四隅部分に配
置することによって、重心から浮力発生区画までの距離
が最大になり、必要な復元力を確保するのに隔壁を最小
にすることができ、製作費を一層低減することができ
る。
Further, by forming the filling space with an outer wall of a quadrangular cylindrical shape and arranging the buoyancy generating sections at the four corners of the filling space, the distance from the center of gravity to the buoyancy generating section is maximized, which is necessary. The partition wall can be minimized in order to secure sufficient restoring force, and the manufacturing cost can be further reduced.

【図面の簡単な説明】[Brief description of drawings]

【図1】 本発明の実施の形態に係る省隔壁ケーソンの
平面図である。
FIG. 1 is a plan view of a partition wall caisson according to an embodiment of the present invention.

【図2】 図1の省隔壁ケーソンの縦断面図である。FIG. 2 is a vertical cross-sectional view of the partition wall caisson of FIG.

【図3】 図1の省隔壁ケーソンの沈設方法を示す縦断
面図である。
FIG. 3 is a vertical cross-sectional view showing a method for depositing the partition wall caisson of FIG.

【図4】 従来のケーソンの平面図である。FIG. 4 is a plan view of a conventional caisson.

【符号の説明】[Explanation of symbols]

11 外壁 12 底版 13 隔壁 A 注水区画 B 浮力発生区画 11 outer wall 12 Bottom plate 13 partitions A water injection section B Buoyancy generating section

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E02D 23/00 E02D 23/02 ─────────────────────────────────────────────────── ─── Continuation of the front page (58) Fields surveyed (Int.Cl. 7 , DB name) E02D 23/00 E02D 23/02

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】四角形の縦向き筒状をした外壁と横向き
板状をした底板とをもって内部に中詰空間が形成された
中空箱状をなし、前記中詰空間は、縦向きの隔壁をもっ
て浮力発生区画と注水区画とに仕切られ、前記注水区画
内に注水することによって浮力調整しつつ沈設可能にし
たケーソンであって、前記四角形をした縦向き筒状の四
隅部分内に縦向きの比較的小容積の浮力発生区画を隔壁
によって形成し、該浮力発生区画を除く前記中詰空間内
を、比較的大容積の単一の注水区画としたことを特徴と
してなる省隔壁ケーソン。
1. An outer wall in the shape of a quadrangular vertically oriented cylinder and a horizontally oriented flat wall.
It has a plate-shaped bottom plate and has a hollow box-like shape with a filling space formed inside, and the filling space has vertical partitions.
Is a caisson which is divided into a buoyancy generating section and a water injection section, and which can be submerged while adjusting the buoyancy by pouring water into the water injection section , and in which the four corners of the vertically-arranging rectangular tube are formed. A vertically oriented buoyancy generating section having a relatively small volume is formed by a partition wall, and the inside of the filling space excluding the buoyancy generating section
Is a partition wall caisson with a relatively large volume as a single water injection compartment.
【請求項2】前記四隅の浮力発生区画をケーソンの重心
を中央にして対称に配置してなる請求項1に記載の省隔
壁ケーソン。
2. The buoyancy generating sections at the four corners are defined as the center of gravity of the caisson.
The partition wall caisson according to claim 1, wherein the caisson is symmetrical with respect to the center .
JP13191298A 1998-05-14 1998-05-14 Saving caisson Expired - Fee Related JP3404564B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13191298A JP3404564B2 (en) 1998-05-14 1998-05-14 Saving caisson

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13191298A JP3404564B2 (en) 1998-05-14 1998-05-14 Saving caisson

Publications (2)

Publication Number Publication Date
JPH11323950A JPH11323950A (en) 1999-11-26
JP3404564B2 true JP3404564B2 (en) 2003-05-12

Family

ID=15069098

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13191298A Expired - Fee Related JP3404564B2 (en) 1998-05-14 1998-05-14 Saving caisson

Country Status (1)

Country Link
JP (1) JP3404564B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101671579B1 (en) * 2014-08-18 2016-11-02 현대건설주식회사 Installation method for gravity base structure using temporary cutoff wall

Also Published As

Publication number Publication date
JPH11323950A (en) 1999-11-26

Similar Documents

Publication Publication Date Title
JP3404564B2 (en) Saving caisson
KR100350096B1 (en) The structure of a breakwater built on the soft ground
JP3160134B2 (en) Footing basics
GB1560703A (en) Marine walls
JP4494959B2 (en) Foam resin block for embankment
JP2879426B2 (en) Underground recharge structure
JP2008057285A (en) Sandbag, sediment filling method and earth structure
JP2001064988A (en) Underground structure
JPH10152842A (en) Caisson and method of moving caisson
KR20160033379A (en) Caisson having T-shaped and Reverse T-shaped Column, and Port Structures using it
JPH0513777Y2 (en)
JP2002235361A (en) Reinforcing member and reinforcing method for structural body
WO2022130899A1 (en) Floating body structure
JPS63181804A (en) Breakwater and its construction and concrete caisson therefor
JPH11245884A (en) Floating body structure
KR200178547Y1 (en) The structure of a breakwater built on the soft ground
JPH0521525Y2 (en)
JPS6143495B2 (en)
KR100374177B1 (en) The structure of breakwater in deep sea
RU2022084C1 (en) Method of erecting a gravity structure
JP2001182032A (en) Floating box body
JP2003313844A (en) Breakwater caisson and setting method of breakwater caisson
JPH0693622A (en) Submerged vibration-proof structure of half-settled on bottom
JPS6224566B2 (en)
RU2048639C1 (en) Method for erection of gravity works in water area

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees