JPH0647953Y2 - Impermeable structure of caisson joint - Google Patents

Impermeable structure of caisson joint

Info

Publication number
JPH0647953Y2
JPH0647953Y2 JP11542690U JP11542690U JPH0647953Y2 JP H0647953 Y2 JPH0647953 Y2 JP H0647953Y2 JP 11542690 U JP11542690 U JP 11542690U JP 11542690 U JP11542690 U JP 11542690U JP H0647953 Y2 JPH0647953 Y2 JP H0647953Y2
Authority
JP
Japan
Prior art keywords
caisson
joint
water
steel plate
landfill
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
JP11542690U
Other languages
Japanese (ja)
Other versions
JPH0473025U (en
Inventor
浩一 横堀
章二 中井
勲 飯田
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.)
Toa Corp
Original Assignee
Toa 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 Toa Corp filed Critical Toa Corp
Priority to JP11542690U priority Critical patent/JPH0647953Y2/en
Publication of JPH0473025U publication Critical patent/JPH0473025U/ja
Application granted granted Critical
Publication of JPH0647953Y2 publication Critical patent/JPH0647953Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、主として設置されたケーソン護岸の背面に裏
込め石を設けない場合の、隣り合って設置されたケーソ
ン間の遮水を行なうケーソン目地の遮水構造に関するも
のである。
[Detailed Description of the Invention] [Industrial field of application] The present invention is a caisson that mainly blocks water between adjacent caisson when backfill stones are not provided on the back of the installed caisson revetment. It relates to the water-impervious structure of the joint.

〔従来の技術〕[Conventional technology]

従来、産業廃棄物を埋立て材として使用する際の護岸に
おいては、第2図に示すごとく、海底に設置した基礎石
1上にケーソン2を沈設の上、中詰砂3を充填の後、そ
の埋立側に裏込め石4を設けることにより、埋立て土砂
5の土圧に耐えるようにしており、特に、廃棄物護岸に
おいては、遮水性を要求されることが多く、隣り合って
設置されたケーソン間の目地の埋立側に、目地材を固定
の上、裏込め石を設けていた。
Conventionally, in revetment when industrial waste is used as landfill material, as shown in FIG. 2, after the caisson 2 is sunk on the foundation stone 1 installed on the seabed and the filling sand 3 is filled, By providing backfill stones 4 on the landfill side, it is possible to withstand the earth pressure of the landfill sand 5, and especially in the waste revetment, water impermeability is often required and they are installed side by side. On the landfill side of the joint between the caisson, the joint material was fixed and the backfill stone was installed.

しかしながら、近年大量に出る廃棄物の処分地が不足し
て、土砂等の廃棄物の受入容量を少しでも増加させる必
要性が生じ、上記のごとき裏込め石を設けずに直に廃棄
物をケーソン護岸背面に投入することが検討されてい
る。
However, due to the shortage of waste disposal sites in recent years, it becomes necessary to increase the capacity for receiving waste such as earth and sand. It is being considered to put it on the back of the seawall.

ところが、ケーソン間の目地に、従来のように目地材な
どの止水板を設けただけでは、投入する土砂等の廃棄物
の土圧により、止水板が外れてしまい、遮水ができなく
なるという問題がある。
However, just by providing a water stop plate such as a joint material in the joint between the caisson as in the conventional case, the water stop plate will come off due to the earth pressure of the waste such as earth and sand to be put in, and the water cannot be blocked. There is a problem.

〔考案の解決しようとする課題〕[Problems to be solved by the invention]

本考案は、前記従来の問題点を解決するためになされた
ものであり、裏込め石を設けない場合でも、埋立される
廃棄物などの土圧に耐え、かつ隣合うケーソン同志の位
置の変動があっても遮水性を保持できるケーソン目地の
遮水構造を提供することを解決課題としたものである。
The present invention was made in order to solve the above-mentioned conventional problems. Even if a backfill stone is not provided, the present invention can withstand the earth pressure of wastes to be landfilled and the position of adjacent caissons can be changed. The problem to be solved is to provide a water-impervious structure with caisson joints that can maintain the water-impermeable property.

〔課題を解決するための手段〕[Means for Solving the Problems]

上記の課題を解決するための手段として、本考案のケー
ソン目地の遮水構造は、隣り合って設置されたケーソン
間の目地の埋立側に目地材を固定の上、その目地材の外
側を覆うアーチ形の鋼板をその中央部分に設けたゴム製
止水板の両端部を各ケーソンにそれぞれ固定することに
より構成され、埋立土砂の土圧をアーチ形の鋼板で受け
ると共に、隣り合ったケーソン同志の位置変動は両端部
のゴム製止水板と上記アーチ形の鋼板部分とで対応し、
さらに、鋼板及びゴム製止水板が一体となった構造で遮
水性を保持するようになっている。
As a means for solving the above-mentioned problems, the water blocking structure for caisson joints of the present invention fixes the joint material on the landfill side of the joint between the caisson installed adjacent to each other, and covers the outside of the joint material. It is constructed by fixing both ends of a rubber water blocking plate provided with an arched steel plate in its central part to each caisson, and receives the earth pressure of landfill sand with the arched steel plate, and adjacent caisson Positional fluctuations of the rubber water stop plate at both ends and the arched steel plate part correspond,
Further, the structure in which the steel plate and the rubber water blocking plate are integrated to maintain the water impermeability.

〔実施例〕〔Example〕

以下図面を参照して本考案の実施例を説明するが、第1
図は本考案の一実施例におけるケーソン目地の遮水構造
を示す斜視図である。
An embodiment of the present invention will be described below with reference to the drawings.
FIG. 1 is a perspective view showing a water blocking structure of a caisson joint according to an embodiment of the present invention.

まず、第1図に示すごとく、隣り合って設置された護岸
用のケーソン10の間の目地10Aの図中矢印Gで示す埋立
側に、目地材11を鋲12などでケーソン10に固定し、そし
て、必要に応じて各ケーソン10間の目地10Aの目地材11
より矢印Sで示す海側に、波圧抵抗用目地材13を配置し
ている。
First, as shown in FIG. 1, a joint material 11 is fixed to the caisson 10 with tacks 12 or the like on the landfill side indicated by an arrow G in the figure of the joint 10A between the seawall caissons 10 which are installed adjacent to each other. And, if necessary, joint material 11 of joint 10A between each caisson 10
The joint material 13 for wave pressure resistance is arranged on the sea side indicated by the arrow S.

次に、上記目地材11の外側を覆うアーチ形に形成された
鋼板14を中央に鋲19などで取付けたゴム製止水板15の両
端部を各ケーソン10の矢印Gの埋立側の側面に対して、
各ケーソン10内にあらかじめ設けた埋込み栓に取付金具
16を用いるなどの適宜な手段で固定している。
Next, the both ends of the rubber water stop plate 15 in which the steel plate 14 formed in an arch shape covering the outside of the joint material 11 is attached to the center with studs 19 or the like is provided on the side surface of each caisson 10 on the landfill side of the arrow G. for,
Mounting brackets for embedded plugs provided in each caisson 10 in advance
It is fixed by appropriate means such as using 16.

上記の構成からなるケーソン目地の遮水構造において
は、土砂などの廃棄物を含む埋立て土砂の土圧を、鋼板
14の半円形のアーチ構造により抵抗させることで受け、
ケーソン10同志の位置変動は、その鋼板14のアーチ部分
及びその両端に設けたゴム製止水板15の変形により対応
できる。
In the water-impervious structure of the caisson joint with the above configuration, the earth pressure of the landfill sand containing waste such as earth and sand is
Received by resisting with 14 semi-circular arch structures,
The position variation of the caisson 10 can be dealt with by the deformation of the arch portion of the steel plate 14 and the rubber water blocking plates 15 provided at both ends thereof.

なお、上記のゴム製止水板15は、その内部に針金をメッ
シュ状に組込み、引張り強度を増加させたものを使用す
ることができ、また、上記の目的材11は、従来すでに使
用されているものを使用することができる。
Incidentally, the rubber water stop plate 15 can be used by increasing the tensile strength by incorporating a wire in the inside thereof into a mesh shape, and the above-mentioned target material 11 has already been used. You can use what you have.

〔考案の効果〕[Effect of device]

上記本考案のケーソン目地の遮水構造によれば、設置し
たケーソンの埋立側に裏込め石を設けない場合でも、埋
立て土砂の土圧に対して充分抵抗して耐え、かつケーソ
ン同志の位置の変動に対しても充分追従しながら、ケー
ソン目地の遮水性を保つことができるという効果があ
る。
According to the above-mentioned caisson joint water-impervious structure of the present invention, even if a backfill stone is not provided on the landfill side of the installed caisson, it can withstand and withstand the earth pressure of the landfill soil and the position of the caisson comrades. There is an effect that the water shielding property of the caisson joint can be maintained while sufficiently following the fluctuation of.

特に、本考案では、ケーソン同志の位置のねじれを、両
端に設けたゴム製止水板と、鋼板のアーチ部分とでそれ
ぞれ吸収できると共に、その鋼板のアーチ部分が目地材
を保護する機能を有するという利点がある。
In particular, in the present invention, the twist at the positions of the caisson can be absorbed by the rubber water stop plates provided at both ends and the arch portion of the steel plate, and the arch portion of the steel plate has a function of protecting the joint material. There is an advantage.

また、本考案の構造では、アーチ形の鋼板と、その両側
に設けられたゴム製止水板とが全て一体構造の状態で、
その両端を各ケーソンに固定しているので、全体として
遮水性能にすぐれているという利点もある。
In the structure of the present invention, the arched steel plate and the rubber water blocking plates provided on both sides of the arched steel plate are all in an integrated structure,
Since both ends are fixed to each caisson, there is also an advantage that it is excellent in water-blocking performance as a whole.

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

第1図は本考案の一実施例におけるケーソン目地の遮水
構造を示す斜視図、第2図は従来のケーソン護岸の説明
用の側断面図である。 10…ケーソン、10A…目地、11…目地材、14…アーチ形
の鋼板、15…ゴム製止水板、16…取付金具、G…埋立て
側。
FIG. 1 is a perspective view showing a water blocking structure of a caisson joint in an embodiment of the present invention, and FIG. 2 is a side sectional view for explaining a conventional caisson revetment. 10 ... Caisson, 10A ... Joint, 11 ... Joint material, 14 ... Arched steel plate, 15 ... Rubber water stop plate, 16 ... Mounting bracket, G ... Landfill side.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】隣り合って設置されたケーソン間の目地の
埋立側に目地材を固定の上、その目地材の外側を覆うア
ーチ形の鋼板をその中央部分に設けたゴム製止水板の両
端部を各ケーソンにそれぞれ固定したケーソン目地の遮
水構造。
1. A rubber water stop plate having a joint material fixed to the landfill side of joints between adjacent caissons, and an arched steel plate covering the outside of the joint material provided in the central portion of the joint. Water-impervious structure with caisson joints with both ends fixed to each caisson.
JP11542690U 1990-11-05 1990-11-05 Impermeable structure of caisson joint Expired - Fee Related JPH0647953Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11542690U JPH0647953Y2 (en) 1990-11-05 1990-11-05 Impermeable structure of caisson joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11542690U JPH0647953Y2 (en) 1990-11-05 1990-11-05 Impermeable structure of caisson joint

Publications (2)

Publication Number Publication Date
JPH0473025U JPH0473025U (en) 1992-06-26
JPH0647953Y2 true JPH0647953Y2 (en) 1994-12-07

Family

ID=31863196

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11542690U Expired - Fee Related JPH0647953Y2 (en) 1990-11-05 1990-11-05 Impermeable structure of caisson joint

Country Status (1)

Country Link
JP (1) JPH0647953Y2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5093862B2 (en) * 2006-09-01 2012-12-12 ワールドエンジニアリング株式会社 Construction method of impermeable layer
JP4726147B2 (en) * 2006-09-01 2011-07-20 ワールドエンジニアリング株式会社 Construction method of impermeable layer
JP6013889B2 (en) * 2012-11-26 2016-10-25 ワールドエンジニアリング株式会社 Upper concrete impermeable structure of revetment impermeable wall

Also Published As

Publication number Publication date
JPH0473025U (en) 1992-06-26

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