JP2844024B2 - Fixed caisson blade and water-stop structure - Google Patents

Fixed caisson blade and water-stop structure

Info

Publication number
JP2844024B2
JP2844024B2 JP4551491A JP4551491A JP2844024B2 JP 2844024 B2 JP2844024 B2 JP 2844024B2 JP 4551491 A JP4551491 A JP 4551491A JP 4551491 A JP4551491 A JP 4551491A JP 2844024 B2 JP2844024 B2 JP 2844024B2
Authority
JP
Japan
Prior art keywords
caisson
water
elastic body
blade
stop structure
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
JP4551491A
Other languages
Japanese (ja)
Other versions
JPH05156645A (en
Inventor
正 松本
恭博 喜志
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.)
Taisei Corp
Original Assignee
Taisei Corp
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 Taisei Corp filed Critical Taisei Corp
Priority to JP4551491A priority Critical patent/JP2844024B2/en
Publication of JPH05156645A publication Critical patent/JPH05156645A/en
Application granted granted Critical
Publication of JP2844024B2 publication Critical patent/JP2844024B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、ケーソン刃口部の固定
及び止水構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a caisson blade fixing and water stopping structure.

【0002】[0002]

【従来の技術】海上に人工島を設け、その人工島に原子
力発電所あるいは下水処理場等の諸設備を建設するにあ
たり、海上工事における厳しい自然条件(気象、海象条
件)から、建設工事を回避するとともに、自然環境の保
護を図るためには、現位置での建設工事をできるだけ省
力化・システム化する必要がある。そこで、このような
条件下での施工方法として、図5に示すような急速施工
方法が考えられている。この方法は、既設ドックあるい
はドライドック等で環状ケーソン1を製作し、これを設
置現場まで曳行し、予め水底の岩盤等の設置層まで掘削
した設置溝2内に、刃口部11を据え付け、コンクリー
ト3を打設して定着させる方法である。
2. Description of the Related Art When constructing an artificial island on the sea and constructing facilities such as a nuclear power plant or a sewage treatment plant on the artificial island, construction work is avoided due to severe natural conditions (weather, sea conditions) in the sea construction. At the same time, in order to protect the natural environment, it is necessary to reduce construction and systematize construction work at the current location as much as possible. Therefore, a rapid construction method as shown in FIG. 5 has been considered as a construction method under such conditions. In this method, an annular caisson 1 is manufactured using an existing dock or a dry dock, and the caisson 1 is towed to an installation site. This is a method in which concrete 3 is cast and fixed.

【0003】[0003]

【発明が解決しようとする課題】上記のような施工方法
の場合、ケーソンの形状は、円形、矩形等の任意の形状
に適用できるが、ケーソン断面が大規模となる場合は、
ケーソン内のドライアップによりケーソン躯体外周に外
部水圧が作用し(図5右半分)、躯体が内方向に変形す
る。また、ケーソン内埋め戻しにより土圧、残留水圧が
ケーソン躯体内周に作用し(図5左半分)、躯体に外方
向の変形が発生するという問題がある。さらに、このよ
うな変形時には、刃口部11と充填したコンクリート3
との間に隙間が発生するため、止水性の低下が問題とな
る。
In the case of the above construction method, the caisson can be applied to any shape such as a circle and a rectangle.
External water pressure acts on the outer periphery of the caisson body due to the dry-up inside the caisson (the right half in FIG. 5), and the body deforms inward. In addition, there is a problem that earth pressure and residual water pressure act on the periphery of the caisson skeleton due to backfilling in the caisson (the left half in FIG. 5), causing outward deformation of the skeleton. Further, at the time of such deformation, the cutting edge 11 and the filled concrete 3
And a gap is generated between them, which causes a problem of a decrease in water stoppage.

【0004】[0004]

【課題を解決するための手段】本発明は、上記のような
問題点を解決するためになされたもので、ケーソン躯体
に外力が作用した際の躯体の変形を減少させ、かつ刃口
部の止水性を高めることができるケーソン刃口部の固定
及び止水構造を提供することを目的とする。即ち、ケー
ソンの刃口部を、水底に掘削した溝内に摺動可能に設置
し、この刃口部の周囲に、水平方向に圧縮した状態の弾
性部材を配置した、ケーソン刃口部の固定及び止水構造
である。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems, and it is intended to reduce the deformation of a caisson skeleton when an external force acts on the skeleton, and to reduce the cutting edge of the blade. It is an object of the present invention to provide a caisson blade port fixing and water-stopping structure capable of improving water-stopping. That is, the caisson blade portion is slidably installed in a groove excavated at the bottom of the water, and an elastic member in a horizontally compressed state is arranged around the blade portion. And a water stop structure.

【0005】[0005]

【実施例】以下、図1を参照しながら、本発明の実施例
について説明する。 <イ>滑り支承の構造 ケーソン1の変形時に躯体に応力を発生させないため
に、ケーソン1の変形に応じて、刃口部11が水平方向
にスライドできる構造とする。そのためには、低摩擦体
4と低摩擦弾性体41からなる滑り支承を採用する。先
ず、環状のケーソン1の刃口部11の底面に、摩擦係数
の低いステンレス板等の低摩擦体4を溶接等により張り
付ける。さらに、この低摩擦体4の下面には、摩擦係数
が低くかつ弾性を有する低摩擦弾性体41を取り付け
る。この低摩擦弾性体41には、テフロンコーティング
を施したゴム板等を用いる。 従って、低摩擦体4と低
摩擦弾性体41の接触面の摩擦係数は非常に低くなるた
め、ケーソン1の偏位時における刃口部11のスライド
が可能となる。また、低摩擦弾性体41は、岩盤面との
均等な接触を図る目的も有している。 <ロ>弾性体 刃口部11の内外周面の全周には、ケーソン1の水平偏
位を吸収するとともに、止水を目的とした板状の弾性体
5を張り付ける。この弾性体5にはゴム板等を用い、ケ
ーソン1の水平偏位を吸収できる十分な厚さに作製す
る。 <ハ>膨張材の注入パイプ ケーソン1の躯体内には、膨張材の注入パイプ6を上下
方向に内装し、この注入パイプ6の下端の開口部は、刃
口部11の内外周面全体に複数箇所開設する。また、注
入パイプ6の上端は、海上の膨張材の圧送ポンプ等に連
結する。 <ニ>カバープレート 刃口部11の内外周面の弾性体5の上部には、水平方向
に突出するカバープレート7を溶接等で接合する。この
カバープレート7は、設置溝2の上面を閉塞できる突出
面積を有している。 また、突出先端側の下面縁部に沿
って、ゴム製等のパッキン71を取り付け、上面には、
三角板等の補強板72を接合する。膨張材の充填時に
は、このカバープレート7によって設置溝2の上面を閉
塞できるため、膨張材の水中への逸散及び海水の汚濁を
防止することができる。 <ホ>膨張材 膨張材8は、刃口部11と設置溝2との空隙に充填し、
刃口部11を固定するものである。この膨張材8には、
酸化カルシウム(CaO)を主成分とし、これに膨張圧
を調整するために軽量骨材あるいは砂と水とで混練りし
たもの等を用いる。即ち、酸化カルシウムが水と反応し
て発現する膨張圧を利用して、ケーソン1の固定及び止
水を図るものである。膨張材8は酸化カルシウムを主成
分とすることから、一般のセメント系充填材よりも硬化
速度が速く、ケーソン1の設置後すぐに固定することが
できる。なお、ケーソン1の岩盤への定着強度は、膨張
材8の混合物の配合を変更して膨張圧を調整することに
よって、あるいは前記弾性体5の強度及び厚みを変更す
ることによって、容易に変更することができる。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to FIG. <A> Structure of sliding bearing In order not to generate stress in the frame when the caisson 1 is deformed, the blade port 11 is configured to be slidable in the horizontal direction according to the deformation of the caisson 1. For that purpose, a sliding bearing composed of the low friction body 4 and the low friction elastic body 41 is adopted. First, a low friction member 4 such as a stainless steel plate having a low friction coefficient is attached to the bottom surface of the blade opening 11 of the annular caisson 1 by welding or the like. Further, a low friction elastic body 41 having a low friction coefficient and elasticity is attached to the lower surface of the low friction body 4. For the low friction elastic body 41, a rubber plate or the like coated with Teflon is used. Therefore, the friction coefficient of the contact surface between the low friction body 4 and the low friction elastic body 41 is extremely low, and the blade port 11 can slide when the caisson 1 is displaced. Further, the low friction elastic body 41 also has a purpose of achieving uniform contact with the rock surface. <B> Elastic body A plate-like elastic body 5 for absorbing the horizontal displacement of the caisson 1 and for stopping water is attached to the entire circumference of the inner and outer peripheral surfaces of the blade opening 11. The elastic body 5 is made of a rubber plate or the like, and is made to have a thickness sufficient to absorb the horizontal displacement of the caisson 1. <C> Inflation material injection pipe In the skeleton of the caisson 1, an inflation material injection pipe 6 is installed vertically, and the opening at the lower end of the infusion pipe 6 extends over the entire inner and outer peripheral surfaces of the blade opening 11. Open multiple locations. In addition, the upper end of the injection pipe 6 is connected to a pump for feeding an inflatable material at sea. <D> Cover plate A cover plate 7 projecting in the horizontal direction is joined to the upper portion of the elastic body 5 on the inner and outer peripheral surfaces of the blade opening 11 by welding or the like. The cover plate 7 has a projecting area capable of closing the upper surface of the installation groove 2. In addition, a packing 71 made of rubber or the like is attached along the lower edge of the protruding tip side, and on the upper surface,
A reinforcing plate 72 such as a triangular plate is joined. When the expanding material is filled, the upper surface of the installation groove 2 can be closed by the cover plate 7, so that the expanding material can be prevented from escaping into water and from contaminating seawater. <E> Expanding material The expanding material 8 is filled in the gap between the blade opening 11 and the installation groove 2,
The blade opening 11 is fixed. This expanding material 8 includes
The main component is calcium oxide (CaO), and a lightweight aggregate or a mixture of sand and water for adjusting the expansion pressure is used. That is, the caisson 1 is fixed and water is stopped by using the expansion pressure generated by the reaction of calcium oxide with water. Since the expanding material 8 contains calcium oxide as a main component, the curing speed is higher than that of a general cement-based filler, and the expanding material 8 can be fixed immediately after the caisson 1 is installed. The fixing strength of the caisson 1 to the rock can be easily changed by adjusting the expansion pressure by changing the composition of the mixture of the expanding material 8 or by changing the strength and thickness of the elastic body 5. be able to.

【0006】[0006]

【施工方法】上記のように構成したケーソン1を現地ま
で曳行し、予め水底の岩盤等の設置層まで掘削した設置
溝2内に刃口部11を設置する。次に、注入パイプ6を
介して、刃口部11と設置溝2との内外周の空隙に、同
時に膨張材8を充填する。このとき、設置溝2の上面は
カバープレート7で閉塞されているため、膨張材8が水
中に逸脱することがない。そして、膨張材8が硬化する
と、ケーソン1は岩盤等に固定される。
[Construction method] The caisson 1 constructed as described above is towed to the site, and the cutting edge 11 is installed in the installation groove 2 which has been excavated in advance to the installation layer such as rock on the water floor. Next, the expansion material 8 is simultaneously filled into the gaps on the inner and outer circumferences between the blade opening 11 and the installation groove 2 via the injection pipe 6. At this time, since the upper surface of the installation groove 2 is closed by the cover plate 7, the expanding material 8 does not deviate into the water. When the expansion material 8 is hardened, the caisson 1 is fixed to the bedrock or the like.

【0007】[0007]

【本発明の作用】本発明には次のような作用がある。 <イ>躯体の変形の抑止作用 ケーソン1の刃口部11は、低摩擦体4と低摩擦弾性体
41からなる滑り支承によって、水平方向にスライド可
能に構成されている。そのため、ケーソン1に外力が作
用すると、ケーソン1が外力の作用方向にスライドする
ため、躯体に発生する応力が減少し、躯体の変形を抑止
することができる。 <ロ>刃口部の止水作用 膨張材8を充填する前の弾性体5は、図2に示すよう
に、取付け時の形状を保ったままの状態である。このと
きの弾性体5の幅はLで示す。膨張材8を充填すると、
膨張材8が膨張し、図3に示すように、内外周両方の弾
性体5がその膨張圧によって、等しくl1 だけ収縮す
る。そして、このように弾性体5が収縮した状態で、刃
口部11が固定されている。 従って、弾性体5が刃口
部11の内外周面に圧着し、止水効果を高めることがで
きる。次に、図4に示すように、内周面側からの外力が
ケーソン1に作用し、躯体が偏位すると、外周面側の弾
性体5はさらにl2 だけ圧縮する。一方、内周面側の
弾性体5は、圧縮力が減少し、復元力が働くため、刃口
部11に追従した状態で膨張する。従って、刃口部11
の内外周面ともに弾性体5が圧着した状態を保持できる
ため、ケーソン1が偏位しても、高い止水効果を維持で
きる。なお、ケーソン1の外周面側から外力が作用した
場合も同様の効果を得られる。
The present invention has the following functions. <A> Suppressing Action of Body Deformation The blade port 11 of the caisson 1 is configured to be slidable in the horizontal direction by a sliding bearing composed of the low-friction body 4 and the low-friction elastic body 41. Therefore, when an external force acts on the caisson 1, the caisson 1 slides in the direction in which the external force acts, so that stress generated in the skeleton is reduced, and deformation of the skeleton can be suppressed. <B> Water Stopping Action of Blade Portion As shown in FIG. 2, the elastic body 5 before filling the expanding material 8 is in a state of maintaining the shape at the time of attachment. The width of the elastic body 5 at this time is indicated by L. When the expansion material 8 is filled,
The inflatable material 8 expands, and as shown in FIG. 3, the elastic members 5 on both the inner and outer sides contract equally by l1 due to the inflation pressure. The blade port 11 is fixed with the elastic body 5 contracted in this manner. Therefore, the elastic body 5 is pressed against the inner and outer peripheral surfaces of the blade opening 11 and the water stopping effect can be enhanced. Next, as shown in FIG. 4, when an external force from the inner peripheral surface acts on the caisson 1 and the frame is displaced, the elastic body 5 on the outer peripheral surface is further compressed by l2. On the other hand, the elastic body 5 on the inner peripheral surface side expands while following the blade port 11 because the compressive force is reduced and the restoring force is applied. Therefore, the blade opening 11
Since the elastic body 5 can maintain the state in which the elastic body 5 is pressed against both the inner and outer peripheral surfaces, a high water stopping effect can be maintained even if the caisson 1 is displaced. The same effect can be obtained when an external force acts from the outer peripheral surface side of the caisson 1.

【0008】[0008]

【本発明の効果】本発明は以上説明したようになるた
め、次のような効果を得ることができる。 <イ>ケーソンの刃口部は、水平方向にスライド可能に
構成されている。そのため、ケーソンに外力が作用する
と、ケーソンが外力の作用方向にスライドするため、躯
体に発生する応力が減少し、躯体の変形を抑止すること
ができる。<ロ>ケーソンに内外周面側からの外力が作
用し、躯体が偏位しても、刃口部の内外周面ともに弾性
体が圧着した状態を保持できる。そのため、ケーソンが
偏位しても、高い止水効果を維持できる。 <ハ>膨張材は酸化カルシウムを主成分とすることか
ら、一般のセメント系充填材よりも硬化速度が速く、ケ
ーソンの設置後すぐに固定することができる。そのた
め、悪条件下での海上工事でもケーソンをすぐに固定で
き、安全性が高い。
Since the present invention has been described above, the following effects can be obtained. <A> The blade portion of the caisson is configured to be slidable in the horizontal direction. Therefore, when an external force acts on the caisson, the caisson slides in the direction in which the external force acts, so that the stress generated in the skeleton is reduced, and deformation of the skeleton can be suppressed. <B> Even when an external force acts on the caisson from the inner and outer peripheral surfaces, and the frame is displaced, the elastic body can be kept pressed against the inner and outer peripheral surfaces of the blade port. Therefore, even if the caisson is displaced, a high water stopping effect can be maintained. <Iii> Since the expanding material contains calcium oxide as a main component, the curing speed is higher than that of a general cement-based filler, and the expanding material can be fixed immediately after the caisson is installed. Therefore, the caisson can be fixed immediately even in offshore construction under adverse conditions, and the safety is high.

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

【図1】 本発明のケーソン刃口部の構造の説明図。FIG. 1 is an explanatory view of the structure of a caisson blade opening of the present invention.

【図2】 圧縮力の働いていない状態の弾性体の説明
図。
FIG. 2 is an explanatory diagram of an elastic body in a state where no compressive force is applied.

【図3】 膨張材の膨張により圧縮した状態の弾性体の
説明図。
FIG. 3 is an explanatory view of an elastic body in a state where the elastic body is compressed by expansion of an expansion material.

【図4】 ケーソンの偏位に追従する弾性体の説明図FIG. 4 is an explanatory view of an elastic body that follows the displacement of a caisson.

【図5】 従来技術の説明図。FIG. 5 is an explanatory diagram of a conventional technique.

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 ケーソンの刃口部を、水底に掘削した溝
内に摺動可能に設置し、この刃口部の周囲に、水平方向
に圧縮した状態の弾性部材を配置した、ケーソン刃口部
の固定及び止水構造。
1. A caisson blade in which a caisson blade is slidably installed in a groove excavated in a water bottom, and an elastic member in a horizontally compressed state is arranged around the blade opening. Fixed part and waterproof structure.
JP4551491A 1991-02-20 1991-02-20 Fixed caisson blade and water-stop structure Expired - Lifetime JP2844024B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4551491A JP2844024B2 (en) 1991-02-20 1991-02-20 Fixed caisson blade and water-stop structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4551491A JP2844024B2 (en) 1991-02-20 1991-02-20 Fixed caisson blade and water-stop structure

Publications (2)

Publication Number Publication Date
JPH05156645A JPH05156645A (en) 1993-06-22
JP2844024B2 true JP2844024B2 (en) 1999-01-06

Family

ID=12721528

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4551491A Expired - Lifetime JP2844024B2 (en) 1991-02-20 1991-02-20 Fixed caisson blade and water-stop structure

Country Status (1)

Country Link
JP (1) JP2844024B2 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2838019B2 (en) * 1993-06-29 1998-12-16 戸田建設株式会社 Caisson blade framing method
KR100422216B1 (en) * 2001-05-23 2004-03-30 주식회사유신코퍼레이션 The method of construction prevening a waterflow of cassion basis for a bridge
KR100456642B1 (en) * 2002-01-02 2004-11-10 대림산업 주식회사 Water proofing structure of open caisson and method thereof
JP3837663B2 (en) * 2002-03-28 2006-10-25 清水建設株式会社 caisson
JP4614996B2 (en) * 2007-09-12 2011-01-19 大豊建設株式会社 Caisson with underground structure and water stop device constructed using caisson

Also Published As

Publication number Publication date
JPH05156645A (en) 1993-06-22

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