JPH0714413Y2 - Impermeable structure of caisson joint - Google Patents
Impermeable structure of caisson jointInfo
- Publication number
- JPH0714413Y2 JPH0714413Y2 JP1990115428U JP11542890U JPH0714413Y2 JP H0714413 Y2 JPH0714413 Y2 JP H0714413Y2 JP 1990115428 U JP1990115428 U JP 1990115428U JP 11542890 U JP11542890 U JP 11542890U JP H0714413 Y2 JPH0714413 Y2 JP H0714413Y2
- Authority
- JP
- Japan
- Prior art keywords
- caisson
- joint
- plate
- joint material
- water
- 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
Links
Landscapes
- Building Environments (AREA)
Description
【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、主として配設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 mainly relates to a caisson for blocking water between adjoining caisson when a backfill stone is not provided on the back of the caisson revetment. It relates to the water-impervious structure of the joint.
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.
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.
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
材を固定し、その目地材の外側に両ケーソンにわたるゴ
ム製止水板を当接して配置し、該ゴム製止水板の一部を
包囲し、かつゴム製止水板が移動可能なごとく各ケーソ
ンに夫々鋼板製ガイドを固定したケーソン目地の遮水構
造からなる。A joint material is fixed to the landfill side of the joint between the caissons installed adjacent to each other, and a rubber water stop plate extending over both caissons is placed on the outside of the joint material so as to abut, and a part of the rubber water stop plate. And a water blocking structure of caisson joints in which a steel plate guide is fixed to each caisson so that a rubber water blocking plate can be moved.
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の外側を覆うように設けたゴム製止
水板15の両端部側に、それぞれのケーソン10側に保持す
る鋼板製ガイド14が設けられている。Next, steel sheet guides 14 held on the respective caisson 10 sides are provided on both ends of the rubber water blocking plate 15 provided so as to cover the outside of the joint material 11.
すなわち、各鋼板製ガイド14の一端部は、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、各鋼板製ガイド14のフリーな他端部
の内側に、ゴム製止水板15の両端部を相互に変動可能に
挿入することにより、ゴム製止水板を保持している。That is, one end of each steel plate guide 14 is attached to each caisson 10
To the side surface of the arrow G of the landfill side, which is fixed to the embedding plug provided in each caisson 10 by a suitable means such as using a mounting bracket 16, and inside the free other end of each steel plate guide 14. The rubber water stop plate 15 is held by movably inserting both ends of the rubber water stop plate 15 into each other.
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、中央
のゴム製止水板15で受け、ケーソン10同志の位置の変動
は、ゴム製止水板15の変形及びその両端部と各鋼板製ガ
イド14との挿入部のクリアランスにより対応できる。In the water-impervious structure of the caisson joint configured as described above, the earth pressure of the reclaimed earth and sand containing waste such as earth and sand is received by the rubber water stop plate 15 in the center, and the fluctuation of the positions of the caisson 10 comrades is This can be dealt with by the deformation of the water stop plate 15 and the clearance between the both ends of the water stop plate 15 and the guides 14 made of steel plates.
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、上記の目地材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 blocking plate 15 can be used by incorporating a wire in a mesh shape into the rubber water blocking plate 15 to increase the tensile strength, and the joint material 11 has been already used. You can use what you have.
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、且つケーソン
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 water blocking structure of the caisson joint of the present invention, even if the backfill stone is not installed on the installed caisson landfill side, the caisson joint can withstand and withstand the earth pressure of the reclaimed earth and sand. There is an effect that it is possible to keep the water shielding property of the caisson joint while sufficiently following the fluctuation.
特に、本考案では、ケーソン同志の位置のねじれに対し
ては、ゴム製止水板自体及びその両端部の鋼板製ガイド
とのクリアランスにより、そのケーソン同志の位置の変
動への対応と同様に充分追従できると共に、そのゴム製
止水板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, with respect to the twisting of the positions of the caisson, due to the clearance between the rubber water blocking plate itself and the steel plate guides at both ends thereof, it is sufficient to cope with the fluctuation of the position of the caisson. There is an advantage that the water blocking plate made of rubber has the function of protecting the joint material while being able to follow.
また、本考案の構造では、ゴム製止水板を2つの鋼板製
ガイドに挿入するだけであるので、この構造の取付作業
が容易であり、さらに2つの鋼板製ガイドはそれぞれ独
立しているので、ケーソン据付誤差の影響なしに取付け
ができるという利点がある。Further, in the structure of the present invention, since the rubber water stop plate is simply inserted into the two steel plate guides, the mounting work of this structure is easy, and the two steel plate guides are independent from each other. The advantage is that the caisson can be installed without being affected by installation errors.
さらにゴム製止水板に土圧が作用し、両ケーソンにわた
って圧接されるだけなので、両ケーソン間に変動誤差が
生じてもゴム製止水板は両ケーソン上を辷り、かつゴム
の変形によって両ケーソンの変動誤差を吸収して目地材
の破損を防止することができると共に、両ケーソン間に
ねじれ等が生じてもゴム製止水板はそれに追随して両ケ
ーソンに密着し、止水効果に変化はない。Furthermore, since earth pressure acts on the rubber water stop plates and they are only pressed against each other on both caissons, the rubber water stop plates will wander on both caissons even if there is a fluctuation error between both caissons, and both will be deformed due to rubber deformation. It is possible to prevent the joint material from being damaged by absorbing the fluctuation error of the caisson, and even if the caisson is twisted, the rubber water blocking plate will follow it and adhere to both caissons, resulting in a water blocking effect. There is no change.
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……
鋼板製ガイド、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 ……
Steel plate guide, 15 …… Rubber water stop plate, 16 …… Mounting bracket,
G: Landfill side.
Claims (1)
埋立側に目地材を固定し、その目地材の外側に両ケーソ
ンにわたるゴム製止水板を当接して配置し、該ゴム製止
水板の一部を包囲し、かつゴム製止水板が移動可能なご
とく各ケーソンに夫々鋼板製ガイドを固定したケーソン
目地の遮水構造。Claims: 1. A joint material is fixed on the landfill side of joints between caisson installed adjacent to each other, and a rubber water stop plate extending over both caisson is abutted and arranged on the outside of the joint material. A water blocking structure with caisson joints that surrounds a part of the water plate, and a steel plate guide is fixed to each caisson so that a rubber water blocking plate can move.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1990115428U JPH0714413Y2 (en) | 1990-11-05 | 1990-11-05 | Impermeable structure of caisson joint |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1990115428U JPH0714413Y2 (en) | 1990-11-05 | 1990-11-05 | Impermeable structure of caisson joint |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0473027U JPH0473027U (en) | 1992-06-26 |
JPH0714413Y2 true JPH0714413Y2 (en) | 1995-04-10 |
Family
ID=31863198
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1990115428U Expired - Lifetime JPH0714413Y2 (en) | 1990-11-05 | 1990-11-05 | Impermeable structure of caisson joint |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0714413Y2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002206226A (en) * | 2001-01-09 | 2002-07-26 | Shinichiro Hayashi | Impervious facility |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5551909Y2 (en) * | 1977-11-28 | 1980-12-02 | ||
JPH0426499Y2 (en) * | 1986-01-31 | 1992-06-25 |
-
1990
- 1990-11-05 JP JP1990115428U patent/JPH0714413Y2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH0473027U (en) | 1992-06-26 |
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