JPS6013105A - Sheet cover for bottom under water - Google Patents
Sheet cover for bottom under waterInfo
- Publication number
- JPS6013105A JPS6013105A JP12138883A JP12138883A JPS6013105A JP S6013105 A JPS6013105 A JP S6013105A JP 12138883 A JP12138883 A JP 12138883A JP 12138883 A JP12138883 A JP 12138883A JP S6013105 A JPS6013105 A JP S6013105A
- Authority
- JP
- Japan
- Prior art keywords
- sheet
- receiver
- underwater structure
- outer receiver
- fixed
- 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
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
Abstract
Description
【発明の詳細な説明】
本発明は水底を被覆した柔軟性を有するシート上の水中
ri造物の底部とその近傍に捨石を敷設して前記シート
の一側縁を固定し、前記水中構造物側に開口する樋状の
外側受体を前記シートの遊端縁に形成し、前記水中構造
物側に開口する一条または複数条の樋状の内側受体を前
記外側受体に平行もしくは略平行して前記外側受体の水
中構造物側の前記シートの表面に形成してなる水底被覆
シートに関するものであり、シートの遊端縁に形成した
外側受体を土砂中に、シートを彎曲して埋設し、シート
を安定すると共に、シート上を転落する捨石を外側受体
、内側受体によって受け止め、水路等への転落、散乱を
防止し得るものである。DETAILED DESCRIPTION OF THE INVENTION The present invention fixes one side edge of the sheet by laying rubble at and near the bottom of an underwater ri structure on a flexible sheet covering the underwater bottom, and A gutter-shaped outer receiver opening toward the underwater structure is formed at the free end edge of the sheet, and one or more gutter-shaped inner receivers opening toward the underwater structure are parallel or substantially parallel to the outer receiver. This relates to an underwater bottom covering sheet formed on the surface of the sheet on the underwater structure side of the outer receiver, and the outer receiver formed on the free edge of the sheet is buried in earth and sand by burying the sheet in a curved manner. In addition to stabilizing the sheet, rubble falling on the sheet can be caught by the outer receiver and the inner receiver to prevent it from falling into waterways or being scattered.
従来知られている水底被損シートの遊端縁に硬質樋状体
を形成したものは水底被覆シート上に捨石を投下すると
きに、捨石が傾斜しているシート上を転落し、硬質樋状
体中に入り、シートの遊端が重くなり、水流波浪によっ
て重い硬質樋状体の下面の土砂が洗掘されると共に、シ
ートの】1(を端縁が揺動し、重い硬質樋状体はシート
を骨白して土砂中に埋設し、捨石の転落防止効果を失い
捨石が水路等に転落し、水路を埋めnlrj行を阻害す
る欠点があったが、本発明者は種種実験研究の結果、こ
のような欠点のない本発明を得たのである。Conventionally known underwater bottom damaged sheets with hard gutter-like bodies formed on the free edge of the sheets are such that when rubble is dropped onto the underwater bottom covering sheet, the rubble falls onto the sloping sheet and forms a hard gutter-like body. The free end of the sheet becomes heavy, and the water waves scour the earth and sand on the bottom of the heavy hard trough-like body, and the edge of the sheet swings, causing the heavy hard trough-like body to move. However, the present inventors had the disadvantage of burying the sheet in the earth and sand, losing the effect of preventing the rubble from falling and causing the rubble to fall into waterways, filling the waterways and obstructing the NLRJ line. As a result, we have obtained the present invention which does not have these drawbacks.
以下本発明の実施例を図面によって説明すると、水底1
を被(′りした厚さ2〜101n71 、縦横8〜15
X8〜l Q mのポリ塩化ビニルシートの如き柔軟性
を有するシート2上の防波堤、岸壁、消波ブロックの如
き水中構造物3の底部とその近傍に捨石4を敷設してシ
ート2の一側縁5を固定し、水中構造物3 ft11に
開口する厚さ2〜10 mmのポリ塩化ビニルシートの
如き弾性と柔軟性を有するシートよυなる樋状の外側受
体601部突出部7をシート2の遊端縁8に浴着その他
の固着手段によって固着し、外側受体6の上端縁とシー
ト2とを所々ロープ、鎖等の連結体9によって連結し、
水中構造物3側に開口する一条または複数条の前記外側
受体6と同様の内l1lI受体10を外側受体6と平行
あるいはF6平行して外4!II受体6と水中構造物3
との間のシート2の表面に内側受体10の下部突出部1
1を浴着その他の固着手段によって固着し、内側受体1
0の上縁とシート2とを所々ロープ、鎖等の連結体12
によって連結するものであり、好ましくは外側受体6内
に可撓的に連結した重量物を挿入するか、あるいは捨石
を投入するものであり、連結体9゜12は水流波浪ある
いは捨石等によって外側受体6、内側受体10の水中構
造物3の反対側への倒伏を防IEするものである。Below, embodiments of the present invention will be described with reference to the drawings.
Thickness 2~101n71, length and width 8~15
Rubble stones 4 are laid on one side of the sheet 2 at the bottom and near the bottom of an underwater structure 3 such as a breakwater, quay, or wave-dissipating block on a flexible sheet 2 such as a polyvinyl chloride sheet of X8 to lQ m. The edge 5 is fixed, and the protruding portion 7 of the gutter-shaped outer receiver 601 is made of an elastic and flexible sheet such as a polyvinyl chloride sheet with a thickness of 2 to 10 mm and has an opening in the underwater structure 3 ft 11. 2, and the upper end edge of the outer receiver 6 and the sheet 2 are connected in places by connecting bodies 9 such as ropes and chains,
One or more inner receptors 10 similar to the outer receptor 6 opening toward the underwater structure 3 are placed parallel to the outer receptor 6 or parallel to F6. II receptor 6 and underwater structure 3
Lower protrusion 1 of inner receiver 10 on the surface of sheet 2 between
1 is fixed with a bath coat or other fixing means, and the inner receiver 1 is fixed.
0 and the sheet 2 with connecting bodies 12 such as ropes, chains, etc.
Preferably, a heavy object flexibly connected is inserted into the outer receiver 6, or rubble is thrown into the outer receiver 6. This prevents the receiver 6 and the inner receiver 10 from collapsing to the opposite side of the underwater structure 3.
本発明は可撓性を有するシート2の遊端縁8に形成した
外側受体6によって、この部分の水流波浪に乱流、渦流
を生じ遊端縁8を揺動し、下面の土砂を洗JVi! l
、、遊端縁8を土砂中に、シート2を予予萌して没入埋
設し、成る程度埋設して安定し、それ以−ヒの埋没は起
らないものであり、特に外側受体6中に可撓性重量物が
存在する場合は遊端縁8の土砂中への埋没は速かに行な
われるものである。The present invention uses an outer receiver 6 formed on the free end edge 8 of the flexible sheet 2 to generate turbulence and vortices in the water waves in this part, swing the free end edge 8, and wash the earth and sand on the lower surface. JVi! l
The sheet 2 is immersed with the free end edge 8 in the earth and sand, and the sheet 2 is buried to a certain extent and stabilized, and no further burying occurs, especially in the outer receiver 6. If a flexible heavy object is present in the free edge 8, the free edge 8 will be quickly buried in the earth and sand.
本発明は水底1を被覆した柔軟性を有するシート2上の
水中構造物3の底部とその近傍に捨石4を敷設してシー
ト2の一側縁5を同定し、水中構造物3側に開口する樋
状の外側受体6をシート2の遊端縁8に形成し、水中構
造物3側に開口する一条またr支接数条の樋状の内側受
体10を外側受体6に平行もしくは略平行して外側受体
6の水中構造物3側のシート20表面に一形成してなる
水底被覆シートであり、シート2の遊端R8に形成し、
水中構造物3の方向に開口する樋状の外側受体6によっ
て、外側受体6の近傍の水流波浪に乱流、渦流を生じ、
外側受体6の下部の土砂を洗掘し、外側受体6をシート
2の先端部を彎曲して土砂中に埋設し、シート2を両端
で固定し、安定することができ、シート2の下面の土砂
の洗掘を防止することができるものであり、1だ先端の
外ip、t+受休6が土体中に埋設して後、−条または
複数条の内側受体10によってシート2上の捨石4の転
落による水路等への転落を防止し、船舶の航行に支障を
生じないものであり、さらに水門、波浪によ−て一時的
に外側受体6、内側受体10が水中杓造物3側に倒伏す
るも、夕1側受休6、内側受体100弾性によって直ち
に復元し、洗掘作用、捨石受領め作用を復元するもので
ある。In the present invention, rubble 4 is laid at the bottom of the underwater structure 3 on the flexible sheet 2 covering the underwater bottom 1 and in the vicinity thereof, one side edge 5 of the sheet 2 is identified, and an opening is opened on the side of the underwater structure 3. A gutter-shaped outer receiver 6 is formed on the free end edge 8 of the sheet 2, and a gutter-shaped inner receiver 10 with one or several r-supporting strips opening toward the underwater structure 3 is formed parallel to the outer receiver 6. Alternatively, it is an underwater bottom covering sheet formed approximately in parallel on the surface of the sheet 20 on the underwater structure 3 side of the outer receiver 6, and formed on the free end R8 of the sheet 2,
The gutter-shaped outer receiver 6 that opens in the direction of the underwater structure 3 causes turbulence and vortices in the water waves near the outer receiver 6,
The earth and sand at the bottom of the outer receiver 6 is scoured, and the outer receiver 6 is buried in the earth and sand by curving the tip of the sheet 2, and the sheet 2 is fixed at both ends to make it stable. It is possible to prevent scouring of earth and sand on the lower surface, and after the outer IP, t+ receiver 6 at the tip of the first layer is buried in the soil body, the sheet 2 is inserted by the inner receiver 10 of - strip or multiple strips. This prevents the upper rubble 4 from falling into waterways, etc., and does not impede the navigation of ships, and furthermore, the outer receiver 6 and inner receiver 10 can be temporarily submerged by water gates and waves. Although it collapses to the side of the scoop 3, it immediately recovers due to the elasticity of the inner support 6 and the inner support 100, restoring its scour action and rubble receiving action.
第1図は使用状態の断面図、第2図は部分平面図である
。
1・・・水底、 2・・・シート、 3・・・水中措造
物、4・・・捨石、 5・・・−側縁、 6・・・外側
受体、7・・・下部突出部、8・・・遊端縁、 10・
・・内側受体
出願人 山水産光株式会社
代理人 野 沢 睦 秋FIG. 1 is a sectional view of the device in use, and FIG. 2 is a partial plan view. DESCRIPTION OF SYMBOLS 1... Water bottom, 2... Sheet, 3... Underwater structure, 4... Rubble, 5... -side edge, 6... Outer receiver, 7... Lower protrusion, 8... Free edge, 10.
...Inner receptor applicant: Sansuisan Hikari Co., Ltd. agent Mutsumi Nozawa Aki
Claims (1)
底部とその近傍に捨石を敷設して前記シートの−fII
I縁を固定し、前記水中構造物側に開口する樋状の外側
受体を前記シートの遊端縁に形成し、前記水中構造物側
に開口する一条または複数条の樋状の内側受体を前記外
側受体に平行もしくは略平行して前記外側受体の水中構
造物側の前記シートの表面に形成してなる水底被覆シー
ト0-fII of the sheet is laid by laying rubble at the bottom of the underwater melt on the flexible sheet coated with the bottom of the water and in its vicinity.
A gutter-shaped outer receiver opening toward the underwater structure is fixed at the I edge, and a gutter-shaped outer receiver opening toward the underwater structure is formed at the free end edge of the sheet, and one or more groove-shaped inner receivers opening toward the underwater structure. is formed on the surface of the sheet on the underwater structure side of the outer receiver in parallel or substantially parallel to the outer receiver.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12138883A JPS6013105A (en) | 1983-07-04 | 1983-07-04 | Sheet cover for bottom under water |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12138883A JPS6013105A (en) | 1983-07-04 | 1983-07-04 | Sheet cover for bottom under water |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6013105A true JPS6013105A (en) | 1985-01-23 |
JPS6325123B2 JPS6325123B2 (en) | 1988-05-24 |
Family
ID=14809960
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP12138883A Granted JPS6013105A (en) | 1983-07-04 | 1983-07-04 | Sheet cover for bottom under water |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6013105A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0657724A (en) * | 1992-08-14 | 1994-03-01 | Toa Kogaku Kk | Subaqueous covering sheet of underwater structure and method of construction of laying thereof |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5965106A (en) * | 1982-10-07 | 1984-04-13 | Nikken Kogaku Kk | Stabilization work for underwater structure |
-
1983
- 1983-07-04 JP JP12138883A patent/JPS6013105A/en active Granted
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5965106A (en) * | 1982-10-07 | 1984-04-13 | Nikken Kogaku Kk | Stabilization work for underwater structure |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0657724A (en) * | 1992-08-14 | 1994-03-01 | Toa Kogaku Kk | Subaqueous covering sheet of underwater structure and method of construction of laying thereof |
Also Published As
Publication number | Publication date |
---|---|
JPS6325123B2 (en) | 1988-05-24 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
KR101690180B1 (en) | Drift-type apparatus for removing oil spill on the water | |
KR101690680B1 (en) | Drift-type apparatus for removing oil spill on the water | |
WO2017171268A1 (en) | Lost sand collecting apparatus for preventing coastal erosion | |
US3800542A (en) | Floating boom | |
KR101262364B1 (en) | Interception device with artificial seaweed reef | |
GB2055931A (en) | Methods of and apparatus for continuously cleaning the bottom of a body of water | |
EP0038089B1 (en) | Apparatus for removing a pollutant from the surface of a water body | |
JPS6013105A (en) | Sheet cover for bottom under water | |
US6190088B1 (en) | Device for forming a sand body and method for the application thereof | |
JPH0612028Y2 (en) | Scour prevention sheet | |
US20060159522A1 (en) | Unitary submarine pipeline spoiler | |
JP2001239989A (en) | Protector for hull | |
JP2001049648A (en) | Pollution diffusion preventive device by artificial sea weed | |
JP3543280B2 (en) | How to improve soft undersea ground | |
JP3788638B2 (en) | Seabed ground protection method | |
JPS6411768B2 (en) | ||
JPS60129315A (en) | Method of laying cover sheet over weir body | |
JPH0860637A (en) | Protection method of coastal slope in artificial seaside/ and protection mat for the slope | |
US1648671A (en) | Seine landing | |
KR20000004649A (en) | Breakwater system | |
JPH05292643A (en) | Landing method and landing jig for submarine cable | |
JP2923335B2 (en) | Anti-pollution membrane | |
JP3320351B2 (en) | Debris removal equipment for mooring piles | |
JPH08269929A (en) | Protecting construction method for submarine buried object | |
JPH0378449B2 (en) |