JPS6053125B2 - Sheet for stabilizing the base of underwater structures - Google Patents
Sheet for stabilizing the base of underwater structuresInfo
- Publication number
- JPS6053125B2 JPS6053125B2 JP11409382A JP11409382A JPS6053125B2 JP S6053125 B2 JPS6053125 B2 JP S6053125B2 JP 11409382 A JP11409382 A JP 11409382A JP 11409382 A JP11409382 A JP 11409382A JP S6053125 B2 JPS6053125 B2 JP S6053125B2
- Authority
- JP
- Japan
- Prior art keywords
- sheet
- base
- underwater
- perforated
- steel pipe
- 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
- 230000000087 stabilizing effect Effects 0.000 title claims description 7
- 229910000831 Steel Inorganic materials 0.000 claims description 21
- 239000010959 steel Substances 0.000 claims description 21
- 239000004576 sand Substances 0.000 description 13
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 7
- 238000009991 scouring Methods 0.000 description 2
- 239000004743 Polypropylene Substances 0.000 description 1
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 description 1
- 238000009933 burial Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- -1 polypropylene Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization 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
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)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Revetment (AREA)
Description
【発明の詳細な説明】
本発明は例えばケーソンの如き水中構造物の基底部に
敷設され、水流、波浪等による水底地盤の洗掘に基く前
記水中構造物の沈下、傾斜を防止する水中構造物の基底
部安定用シートの改良に係り、水中構造物の基底部に敷
設される可撓性シートの自由端に鋼管を装着するととも
に、同鋼管内に挿通された索条を介して有孔管を連結し
てなることを特徴とするもので、その目的とする処は、
簡単な構成で、前記シートにおける水中構造物の基底部
周縁から突出する自由端部の波浪、水流による揺動に基
因する同端部の下部の土砂の洗掘を防止する、改良され
た水中構造物の基底部安定用シートを供する点にある。DETAILED DESCRIPTION OF THE INVENTION The present invention provides an underwater structure that is installed at the base of an underwater structure such as a caisson, and that prevents the underwater structure from sinking or tilting due to scour of the underwater ground by water currents, waves, etc. Regarding the improvement of the base stabilization sheet for underwater structures, a steel pipe is attached to the free end of the flexible sheet laid at the base of the underwater structure, and a perforated pipe is attached to the free end of the flexible sheet laid at the base of the underwater structure. It is characterized by being made by connecting the following, and its purpose is to
An improved underwater structure that has a simple configuration and prevents the scouring of the lower part of the free end of the sheet, which is caused by waves and shaking caused by water current, of the free end projecting from the periphery of the base of the underwater structure. The purpose of this invention is to provide a sheet for stabilizing the base of an object.
本発明に係る安定用シートは前記したように可撓性シ
ート本体の端部に装着された鋼管に挿通された索条を介
して有孔鋼管及び有孔コンクリート管の如き有孔管に対
して揺動自在に連結されているので、本発明のシートを
水中構造物の基底部に敷設すると、同基底部の周縁より
突出する前記シート端部における前記有孔管の中空部に
初め下部より土砂が進入堆積することによつて重量が増
し、水底地盤内に沈降し、この沈降の進行に伴つて周辺
の土砂、漂砂が上部より進入し、有孔管は砂とともに水
底地盤内に埋没し、同地盤内の土砂と有孔管内の土砂と
が連通することによつて水底地盤と有孔管とが一体化さ
れたアンカー部が構成され、かくして同有孔管が水中地
盤に確固と碇着される。この結果、前記シートの自由端
部は水底地盤上に安定した状態に保持される。従つて水
中構造物の基底部周縁より突出した前記シートにおける
自由端部の水流、波浪による揺動が防止され、この揺動
によるシート自由端部の下部地盤の洗掘が防止され、地
耐力の不均等に基因する水中構造物の不等沈下が防止さ
れるものである。 前記シートの端部に重量物をアンカ
ーとして装着した場合、同アンカーが洗掘によつて水底
地盤の土砂中に深く埋没することは不可能で、アンカー
としての所期の目的を十分に達成できない憾みがあるが
、本発明においてはアンカーとしての有孔管が屈撓自在
の索を介してシート本体自由端部の鋼管に連結されてい
るので、前記有孔管は容易に水底地盤の土砂中に深く埋
没してアンカー効果を挙げることができる。またこの際
、前記有孔管の連結索条がシート本体の端部鋼管に挿通
、連結されているので、有孔管の埋没に伴つて索条に緊
張力が作用した際、シート本体の自由端部が剪断される
ことがない等、本発明は多くの利点を有するものである
。 以下本発明を図示の実施例について説明する。As described above, the stabilizing sheet according to the present invention is attached to perforated pipes such as perforated steel pipes and perforated concrete pipes through cables inserted through steel pipes attached to the ends of the flexible sheet main body. Since the sheets of the present invention are connected so as to be swingable, when the sheet of the present invention is laid at the base of an underwater structure, earth and sand are first poured from the bottom into the hollow part of the perforated tube at the end of the sheet that protrudes from the periphery of the base. As the water enters and accumulates, its weight increases and it sinks into the underwater ground. As this sedimentation progresses, surrounding earth and sand and drifting sand enter from above, and the perforated pipe is buried in the underwater ground along with the sand. By communicating the earth and sand in the ground with the earth and sand in the perforated pipe, an anchor part is formed in which the underwater ground and the perforated pipe are integrated, and thus the perforated pipe is firmly anchored to the underwater ground. be done. As a result, the free end of the sheet is held stable on the underwater ground. Therefore, the free end of the sheet protruding from the periphery of the base of the underwater structure is prevented from swinging due to water currents and waves, and the ground beneath the free end of the sheet is prevented from being scoured due to this swinging, thereby reducing the bearing capacity of the ground. Uneven subsidence of underwater structures due to uneven settling is prevented. When a heavy object is attached to the end of the sheet as an anchor, it is impossible for the anchor to be deeply buried in the soil of the underwater ground due to scour, and the intended purpose of the anchor cannot be fully achieved. However, in the present invention, the perforated pipe serving as the anchor is connected to the steel pipe at the free end of the seat body via a flexible rope, so the perforated pipe can be easily inserted into the earth and sand at the bottom of the water. It can be deeply buried and create an anchor effect. In addition, at this time, since the connecting cables of the perforated pipes are inserted and connected to the end steel pipes of the seat body, when tension is applied to the cables due to the burial of the perforated pipes, the seat body is free to move. The present invention has many advantages, including the fact that the ends are not sheared. The present invention will be described below with reference to the illustrated embodiments.
1は塩化ビニールシート等より構成された水中構造物
の基底部安定用のシート本体で、その端部に所要間隔を
存して配設された鋼管2が巻込まれ、同巻込端部1aを
シート本体1に溶着することによつて、鋼管2がシート
本体1の自由端部に装着されている。3は多数の透孔3
aを有する有孔鋼管で、前記鋼管2に挿通されたポリプ
ロピレン等の索条4を介して連結されている。Reference numeral 1 denotes a sheet body made of a vinyl chloride sheet or the like for stabilizing the base of an underwater structure. Steel pipes 2 arranged at a required interval are wound around the ends of the sheet body, and the wound ends 1a are wound around the ends of the sheets. A steel pipe 2 is attached to the free end of the seat body 1 by welding to the seat body 1. 3 is a large number of through holes 3
This is a perforated steel pipe having a diameter of 1.a, and is connected to the steel pipe 2 via a cable 4 made of polypropylene or the like that is inserted through the steel pipe 2.
前記のように構成されて水中構造物の基底部安定用シー
トは、ケーソンの如き水中構造物Aの基底部に敷設され
るもので、同構造物Aの基底部周縁より突出したシート
本体1の自由端部における鋼管2に索条4を介して連結
された有孔鋼管3内に初め下部より透孔3aを介して進
入し、同有孔鋼管3内に堆積することによつて同鋼管3
が自然に沈降し、この沈降に伴つて周辺の土砂及び漂砂
が上部より進入し、有孔鋼管3は砂とともに水底地盤B
内に埋設し、同地盤B内の土砂と有孔鋼管3内の土砂と
が連通することによつて水底地盤Bと有孔鋼管3とが一
体化されたアンカー部が構成され、前記シート本体1の
端部が水底地盤B上に安定した状態で保持されるもので
ある。The sheet for stabilizing the base of an underwater structure constructed as described above is laid at the base of an underwater structure A such as a caisson, and the sheet main body 1 protrudes from the periphery of the base of the structure A. The steel pipe 3 first enters the perforated steel pipe 3 connected to the steel pipe 2 at the free end via the cable 4 from the lower part through the through hole 3a and accumulates inside the perforated steel pipe 3.
will settle naturally, and with this settling, surrounding earth and sand and alluvial sand will enter from above, and the perforated steel pipe 3 will sink to the water bottom ground B along with the sand.
The anchor part is constructed by integrating the underwater ground B and the perforated steel pipe 3 by embedding the earth and sand in the ground B and the earth and sand in the perforated steel pipe 3, and the sheet body 1 is held in a stable state on the underwater ground B.
この結果、シート本体1の自由端部の、波浪、水流によ
る揺動が阻止され、同自由端部下方の水底地盤Bの土砂
の洗掘による不等沈下に基因する水中構造物Aの傾斜、
沈下が未然に防止されるものである。As a result, the free end of the sheet body 1 is prevented from swinging due to waves and water currents, and the inclination of the underwater structure A due to uneven settlement due to scouring of the earth and sand of the underwater ground B below the free end is prevented.
This is to prevent subsidence.
以上本発明を実施例について説明したが、本発明は勿論
このような実施例にだけ局限されるものではなく、本発
明の精神を逸脱しない範囲内で種々の設計の改変を施し
うるものである。Although the present invention has been described above with reference to embodiments, the present invention is, of course, not limited to such embodiments, and can be modified in various ways without departing from the spirit of the present invention. .
第1図は本発明に係る水中構造物の基底部安定用シート
の一実施例を示す平面図、第2図はその側面図、第3図
はその使用状態を示す縦断面図、第4図はその部分拡大
図である。
1・・・・・・シート本体、2・・・・・・鋼管、3・
・・・・・有孔鋼管、3a・・・・・・透孔、4・・・
・・・索条。Fig. 1 is a plan view showing an embodiment of the sheet for stabilizing the base of an underwater structure according to the present invention, Fig. 2 is a side view thereof, Fig. 3 is a longitudinal cross-sectional view showing its usage state, and Fig. 4 is a partially enlarged view. 1... Seat body, 2... Steel pipe, 3.
...Perforated steel pipe, 3a...Through hole, 4...
... cable.
Claims (1)
の自由端に鋼管を装着するとともに、同鋼管内に挿通さ
れた索条を介して有孔管を連結してなることを特徴とす
る水中構造物の基底部安定用シート。1 A steel pipe is attached to the free end of a flexible sheet body laid at the base of an underwater structure, and a perforated pipe is connected via a cable inserted into the steel pipe. Sheet for stabilizing the base of underwater structures.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11409382A JPS6053125B2 (en) | 1982-07-02 | 1982-07-02 | Sheet for stabilizing the base of underwater structures |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11409382A JPS6053125B2 (en) | 1982-07-02 | 1982-07-02 | Sheet for stabilizing the base of underwater structures |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS598832A JPS598832A (en) | 1984-01-18 |
| JPS6053125B2 true JPS6053125B2 (en) | 1985-11-22 |
Family
ID=14628922
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP11409382A Expired JPS6053125B2 (en) | 1982-07-02 | 1982-07-02 | Sheet for stabilizing the base of underwater structures |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6053125B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2656354B2 (en) * | 1989-09-05 | 1997-09-24 | 富士写真フイルム株式会社 | Wet electrophotographic developing device |
-
1982
- 1982-07-02 JP JP11409382A patent/JPS6053125B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS598832A (en) | 1984-01-18 |
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