JPH0375684B2 - - Google Patents
Info
- Publication number
- JPH0375684B2 JPH0375684B2 JP22694384A JP22694384A JPH0375684B2 JP H0375684 B2 JPH0375684 B2 JP H0375684B2 JP 22694384 A JP22694384 A JP 22694384A JP 22694384 A JP22694384 A JP 22694384A JP H0375684 B2 JPH0375684 B2 JP H0375684B2
- Authority
- JP
- Japan
- Prior art keywords
- sheet
- heavy object
- water
- edge
- piece
- 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
Links
- 230000002265 prevention Effects 0.000 claims description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 22
- 238000009991 scouring Methods 0.000 description 7
- 239000004576 sand Substances 0.000 description 4
- 239000002689 soil Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000004567 concrete Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 229920003051 synthetic elastomer Polymers 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
- 239000005061 synthetic rubber Substances 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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
- E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Description
【発明の詳細な説明】
産業上の利用分野
本発明は、河川、港湾等の護岸、築堤等におい
て、水中構造物の底部の土砂が水流、波浪により
洗堀され、該構造物が沈下あるいは傾斜するのを
防止する装置に関する。DETAILED DESCRIPTION OF THE INVENTION Field of Industrial Application The present invention is applicable to rivers, harbors, etc., where the earth and sand at the bottom of underwater structures are washed away by water currents and waves, causing the structures to sink or tilt. This invention relates to a device for preventing
従来技術
このような水中構造物の洗堀防止装置として、
従来、水中構造物の底部に敷設して固定した可撓
性を有するシート本体の、前記構造物から突出し
た突出部の端縁に重量物を装着し、該重量物を土
砂中に洗堀埋没させることにより、構造物の底部
の土砂の洗堀を防止するようにしたものが知られ
ており、特公昭45−35627号公報および特公昭45
−35990号公報に示されている。Prior art As a scour prevention device for such underwater structures,
Conventionally, a heavy object is attached to the edge of a protrusion that protrudes from the structure of a flexible sheet body that is laid and fixed at the bottom of an underwater structure, and the heavy object is scoured and buried in earth and sand. A structure is known in which the scouring of earth and sand at the bottom of a structure is prevented by
-35990.
すなわち上記公報の前者には、シート本体の遊
端縁の裏面に筒体を所々に間隙を残存して装着
し、該筒体内に砕石、コンクリート、鉄材等の重
量物を充容したものが示されており、このような
シート本体を前記重量物を充容した筒体を下向と
して水底に敷設する。この筒体はシート本体と共
に水流あるいは波浪により上下に遊動し、この遊
動と水流によつて生ずるシート本体先端下面の洗
堀によつて、シート本体は重量物を充容した筒体
を先端にして下向きに弯曲して水底の土中に埋設
し、或る程度埋設すると安定してそれ以上の洗
堀、埋没は進行しない。 In other words, the former of the above-mentioned publication discloses a structure in which a cylinder is attached to the back side of the free edge of the seat body, leaving gaps here and there, and the cylinder is filled with heavy objects such as crushed stone, concrete, iron material, etc. Such a sheet body is laid on the bottom of the water with the cylindrical body filled with the heavy object facing downward. This cylindrical body moves up and down with the seat body due to the water current or waves, and due to this floating movement and the scouring of the lower surface of the tip of the seat body caused by the water flow, the seat body moves with the cylindrical body filled with heavy objects at the tip. It is curved downward and buried in the soil at the bottom of the water, and once buried to a certain extent, it becomes stable and no further scouring or burying will occur.
また前記公報の後質には、可撓性を有するシー
ト本体を構造文の底部に敷設し、構造物より突出
しているシート本体の揺動し得る突出部の遊端縁
に重量物を連結具によつて遊動自在に装着し、突
出部および重量物を水流、波浪による突出部の揺
動によつて土砂中に埋没固定させるようにしたも
のが示されている。 Furthermore, in the latter part of the above-mentioned publication, a flexible sheet body is laid at the bottom of the structure, and a heavy object is attached to the free edge of the swingable protrusion of the seat body that protrudes from the structure. In this example, the protruding part and the heavy object are fixed by being buried in the earth and sand by the rocking of the protruding part caused by water currents and waves.
発明が解決しようとする問題点
しかしこのような従来の洗堀防止装置において
は、重量物がシート本体の巾方向に間隙を残存さ
せて断続的に設けられているので、シート洗端部
の重量物下部と、重量物が存在しない部分の下部
とでは洗堀の進行状況が異なり、従つてシート本
体は一様に埋没せず局部的に歪を生じこの部分に
荷重が集中したり、または、水流が重量物の存在
しない部分を通つてシート本体の奥の方まで必要
以上に洗堀するなどの問題があつた。Problems to be Solved by the Invention However, in such conventional scour prevention devices, heavy objects are disposed intermittently with gaps remaining in the width direction of the sheet main body, so that the weight of the scour end portion of the sheet is The progress of scouring is different between the lower part of the object and the lower part of the part where there is no heavy object, so the sheet body is not buried uniformly, causing local distortion, and the load is concentrated in this part, or There was a problem in that the water stream passed through areas where heavy objects were not present and washed deeper into the seat body than necessary.
問題点を解決するための手段および作用
従つて本発明は、上記のような従来の洗堀防止
装置を改良して、シートが全体的に無理なく均等
に埋没して行くようにしたものであり、このた
め、本発明においては、水中構造物の底部に敷設
したシートを該構造物から延出させ、このシート
の上面に、その遊端縁から前記構造物側に間隔を
置いて該遊端縁にほぼ平行に連続して延長する重
量物を載置し、該重量物を前記シートに断続的に
連結する。Means and Effects for Solving the Problems Therefore, the present invention improves the conventional scour prevention device as described above so that the entire sheet is buried evenly and effortlessly. Therefore, in the present invention, a sheet laid on the bottom of an underwater structure is extended from the structure, and a free end is provided on the upper surface of the sheet at a distance from the free end edge toward the structure. A continuous and substantially parallel heavy object is placed on the edge, and the heavy object is intermittently connected to the sheet.
本発明によれば、重量物は実質的にシートの巾
全体に亘つて連続しており、かつこの重量物から
さらに外方へシートの端縁部が延びているので、
水流または波浪による前記端縁部の遊動により、
前記重量物の下方が確実に、かつシート巾全体に
亘つて均等に洗堀され、シートは局部的な変形、
歪を生ずることなく一様に水底に埋設され、また
重量物とシートとの連結部に集中荷重が作用する
こともない。 According to the present invention, since the heavy object is continuous over substantially the entire width of the sheet, and the edge of the sheet extends further outward from the heavy object,
Due to the movement of the edge due to water current or waves,
The area under the heavy object is reliably and evenly washed over the entire width of the sheet, and the sheet is free from local deformation and
It is buried uniformly in the bottom of the water without distortion, and no concentrated load is applied to the connection between the heavy object and the seat.
実施例
以下本発明を図示の一実施例について説明す
る。第1図において1はケーソン等の水中構造物
で、河川、港湾において護岸、築堤等を構成する
ために水底上に設置されているが、この構造物1
と水底2との間には、本発明による洗堀防止装置
の一部であるシート3が敷設されている。シート
3は合成樹脂あるいはゴム等から成る可撓性のシ
ートで、構造物1から水底2に沿つて延出した延
出部4を備えている。延出部4の先端近傍にはH
型鋼材等から成る重量物5が載置されており、延
出部4は重量物5からさらに外方へ突出した端縁
部6を有し、遊端縁7に終つている。Embodiment The present invention will be described below with reference to an illustrated embodiment. In Figure 1, 1 is an underwater structure such as a caisson, which is installed on the water bottom to form a seawall, embankment, etc. in rivers and ports.
A sheet 3, which is part of the scouring prevention device according to the present invention, is laid between the water bottom 2 and the water bottom 2. The sheet 3 is a flexible sheet made of synthetic resin, rubber, or the like, and has an extension 4 extending from the structure 1 along the water bottom 2. There is an H near the tip of the extension part 4.
A heavy object 5 made of shaped steel or the like is placed, and the extending portion 4 has an end edge 6 that projects further outward from the heavy object 5 and terminates in a free edge 7.
シート3は第4図に示すように多数枚のシート
部片8を構造物1に沿つて横に連接して形成され
ており、各シート部片8どうしは接続具9によつ
て互いに接続されている。各シート部片8は、一
例として、巾Bが6m、長さLが15m程度のもの
であり、厚さは5mm程度で、充分な可撓性を備え
ている。 As shown in FIG. 4, the sheet 3 is formed by connecting a large number of sheet pieces 8 laterally along the structure 1, and the sheet pieces 8 are connected to each other by connectors 9. ing. For example, each sheet piece 8 has a width B of about 6 m, a length L of about 15 m, a thickness of about 5 mm, and has sufficient flexibility.
各シート部片8の遊端縁7の近くには、該遊端
縁7から前記構造物1側に間隔を置き、かつ該遊
端縁7にはほぼ片行に、前記重量物5が載置さ
れ、該重量物5の外方に端縁部6が形成されてい
る。重量物5は前記のようにH型鋼材から成り、
シート部片8の実質的に全巾に亘つて延びてい
る。そしてこの重量物5はその長手方向に沿つて
飛び飛びに、すなわち断続的に、連結具10を介
してシート部片8に連結されている。重量物5か
ら遊端縁7までの端縁部6の長さlは、端縁部6
が水流、波浪により重量物5の内側すなわち構造
物1側にめくり込まれない程度の長さにしてあ
る。 Near the free end edge 7 of each sheet piece 8, the heavy objects 5 are placed at a distance from the free end edge 7 toward the structure 1, and approximately in one row on the free end edge 7. An edge portion 6 is formed on the outer side of the heavy object 5. The heavy object 5 is made of H-shaped steel material as described above,
It extends over substantially the entire width of the sheet piece 8. The heavy object 5 is connected to the sheet piece 8 via connecting devices 10 intermittently along its longitudinal direction, that is, intermittently. The length l of the edge 6 from the heavy object 5 to the free edge 7 is
The length is such that it will not be turned inside the heavy object 5, that is, on the structure 1 side, by water currents and waves.
第5図は重量物5とシート部片8との間の連結
具10をさらに詳細に示したものである。同図に
示すように、重量物5にはフツク11が溶接等に
より固着されており、一方、シート部片8には補
強シート12が添接されており、この補強シート
12上に係合孔13を有する取付部片14が固着
されている。そして前記係合孔13に三角リング
15を係止し、この三角リング15と前記フツク
11とにシヤツクル16を通すことにより、重量
物5をシート部片8に可動的に連結してある。 FIG. 5 shows the connection 10 between the heavy object 5 and the seat piece 8 in more detail. As shown in the figure, a hook 11 is fixed to the heavy object 5 by welding or the like, while a reinforcing sheet 12 is attached to the sheet piece 8, and an engagement hole is formed on this reinforcing sheet 12. A mounting piece 14 having 13 is fixed. A triangular ring 15 is locked in the engagement hole 13, and a shackle 16 is passed through the triangular ring 15 and the hook 11, so that the heavy object 5 is movably connected to the seat piece 8.
第6図は隣接するシート部片8どうしを接続す
る前記接続具9の詳細を示し、各シート部片8に
それぞれ前記取付部片14と同様な取付部片1
7,18を固着し、一方の取付部片17にはロー
プ19を通し、他方の取付部片18には三角リン
グ20を通して、これらのロープ19および三角
リング20を環部片21により連結してある。 FIG. 6 shows details of the connector 9 for connecting adjacent sheet pieces 8, and each sheet piece 8 is provided with an attachment piece 1 similar to the attachment piece 14.
7 and 18 are fixed, a rope 19 is passed through one attachment piece 17, a triangular ring 20 is passed through the other attachment piece 18, and these ropes 19 and triangular ring 20 are connected by a ring piece 21. be.
本実施例は以上のように構成されているので、
延出部4を水底2に沿わせて第1図のように敷設
した時、先端の端縁部6が水流または波浪により
遊動し、第2図に示すように端縁部6および重量
物5の下部が洗堀される。この場合重量物5はシ
ート3の巾全体に亘つて連続して延在しているの
で上記洗堀はシート3の巾方向に均等に行われ、
また端端部6がまくれてもその背後を重量物5が
全体的におさえているため洗堀作用は確実に進行
する。 Since this embodiment is configured as described above,
When the extension part 4 is laid along the water bottom 2 as shown in FIG. 1, the edge part 6 at the tip moves due to water flow or waves, and the edge part 6 and the heavy object 5 move as shown in FIG. The lower part of the area is scoured. In this case, since the heavy object 5 extends continuously over the entire width of the sheet 3, the above-mentioned washing is performed evenly in the width direction of the sheet 3,
Further, even if the end portion 6 is curled up, the heavy object 5 holds down the back thereof as a whole, so that the scouring action progresses reliably.
かくしてシート3は重量物5とともに水底2の
土中に埋設して行き、第3図に示すような状態に
なつて安定し、構造物1下部の洗堀を防止する
が、上記のようにシート3下部の洗堀が均等に行
われるので、シート3は全体的に一様に沈下埋設
されて行き、局部的に過大な変形を生じて損傷し
たり破断したりする恐れがない。また重量物5と
シート3との連結部に集中荷重が作用する恐れも
ない。 In this way, the sheet 3 is buried in the soil of the water bottom 2 together with the heavy object 5, and becomes stable in the state shown in FIG. 3, preventing the lower part of the structure 1 from being scoured. Since the lower part of the sheet 3 is evenly scoured, the entire sheet 3 is sunk and buried uniformly, and there is no risk of damage or breakage due to local excessive deformation. Further, there is no fear that a concentrated load will act on the connecting portion between the heavy object 5 and the seat 3.
発明の効果
以上の通り、本発明においては、水中構造物の
底部に敷設したシートを該構造物から延出させ、
このシートの上面に、その遊端縁から前記構造物
側に間隔を置いて該遊端縁にほぼ平行に連続して
延長する重量物を載置し、該重量物を前記シート
に断続的に連結したので、シート下部の水底がシ
ートの巾方向に均等にかつ確実に洗堀され、従つ
てシートは全体的に一様に無理なく水底の土中に
沈下埋没されて行き、局部的に過大な変形が生じ
たり、過大な荷重が作用したりして破損する等の
恐れがなく、水中構造物下部の洗堀を確実に防止
することができる。Effects of the Invention As described above, in the present invention, a sheet laid on the bottom of an underwater structure is extended from the structure,
A heavy object is placed on the upper surface of this sheet, extending continuously from the free end edge of the sheet at a distance from the free end edge toward the structure side, and approximately parallel to the free end edge, and the heavy object is intermittently applied to the sheet. Because they are connected, the bottom of the water at the bottom of the sheet is evenly and reliably scoured in the width direction of the sheet, and the sheet as a whole sinks and buries into the soil at the bottom of the water evenly and effortlessly, and is not partially overburdened. There is no risk of severe deformation or damage due to excessive load, and scour of the lower part of the underwater structure can be reliably prevented.
また、重量物の前方にシートの端縁部が突出し
ているので、該端縁部の遊動により重量物部分の
水底の洗堀が促進され、重量物が迅速に沈下埋没
するので、本装置は早期に安定状態に達する。 In addition, since the edge of the sheet protrudes in front of the heavy object, the movement of the edge promotes scouring of the bottom of the water at the heavy object, and the heavy object quickly sinks and buries. Stable state is reached early.
図面は本発明の一実施例を示し、第1図ないし
第3図は水底に設置した本装置の各段階における
状態を示す縦断面図、第4図は同装置の平面図、
第5図は重量物とシート部片の連結部を示す斜視
図、第6図はシート部片間の接続部を示す斜視図
である。
1…構造物、2…水底、3…シート、4…延出
部、5…重量物、6…端縁部、7…遊端縁、8…
シート部片、9…接続具、10…連結具、11…
フツク、12…補強シート、13…係合孔、14
…取付部片、15…三角リング、16…シヤツク
ル、17,18…取付部片、19…ロープ、20
…三角リング、20…環部片。
The drawings show an embodiment of the present invention, and FIGS. 1 to 3 are longitudinal sectional views showing the state of the device installed on the bottom of the water at various stages, and FIG. 4 is a plan view of the device.
FIG. 5 is a perspective view showing the connecting portion between the heavy object and the sheet pieces, and FIG. 6 is a perspective view showing the connecting portion between the sheet pieces. DESCRIPTION OF SYMBOLS 1... Structure, 2... Water bottom, 3... Sheet, 4... Extension part, 5... Heavy object, 6... Edge part, 7... Free end edge, 8...
Sheet piece, 9... Connecting tool, 10... Connecting tool, 11...
Hook, 12... Reinforcement sheet, 13... Engagement hole, 14
... Mounting piece, 15... Triangular ring, 16... Shackle, 17, 18... Mounting piece, 19... Rope, 20
...Triangular ring, 20...ring piece.
Claims (1)
物から延出させ、このシートの上面に、その遊端
縁から前記構造物側に間隔を置いて該遊端縁にほ
ぼ平行に連続して延長する重量物を載置し、該重
量物を前記シートに断続的に連結して成る水中構
造物の洗堀防止装置。1. A sheet laid on the bottom of an underwater structure is extended from the structure, and on the top surface of this sheet, a sheet is placed continuously and approximately parallel to the free edge at a distance from the free edge toward the structure. A scour prevention device for an underwater structure, comprising placing an extending heavy object and intermittently connecting the heavy object to the sheet.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP22694384A JPS61106812A (en) | 1984-10-30 | 1984-10-30 | Scouring preventing device for submerged structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP22694384A JPS61106812A (en) | 1984-10-30 | 1984-10-30 | Scouring preventing device for submerged structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS61106812A JPS61106812A (en) | 1986-05-24 |
JPH0375684B2 true JPH0375684B2 (en) | 1991-12-03 |
Family
ID=16853041
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP22694384A Granted JPS61106812A (en) | 1984-10-30 | 1984-10-30 | Scouring preventing device for submerged structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS61106812A (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113550266A (en) * | 2021-08-24 | 2021-10-26 | 中印恒盛(北京)贸易有限公司 | Novel river course bank protection steel wall |
-
1984
- 1984-10-30 JP JP22694384A patent/JPS61106812A/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS61106812A (en) | 1986-05-24 |
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