JPH08226110A - Freely sinkable weir - Google Patents

Freely sinkable weir

Info

Publication number
JPH08226110A
JPH08226110A JP7056804A JP5680495A JPH08226110A JP H08226110 A JPH08226110 A JP H08226110A JP 7056804 A JP7056804 A JP 7056804A JP 5680495 A JP5680495 A JP 5680495A JP H08226110 A JPH08226110 A JP H08226110A
Authority
JP
Japan
Prior art keywords
weir
gas
tubular body
air
port
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.)
Pending
Application number
JP7056804A
Other languages
Japanese (ja)
Inventor
Takatsu Wagi
多克 和木
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.)
Kaimon KK
Original Assignee
Kaimon KK
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 Kaimon KK filed Critical Kaimon KK
Priority to JP7056804A priority Critical patent/JPH08226110A/en
Publication of JPH08226110A publication Critical patent/JPH08226110A/en
Pending legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11Hard structures, e.g. dams, dykes or breakwaters

Landscapes

  • Revetment (AREA)

Abstract

PURPOSE: To urgently react to the occurrence of a tidal wave or the like by providing a weir body jointed to an external air supply and exhaust device between breakwaters, housing the unused weir body in such a state as sunken to the sea bottom, and keeping the weir body afloat for use via the supply of the air. CONSTITUTION: A cylindrical body 1 is formed out of a flexible material such as rubber and synthetic resin reinforced with cloth, fiber or the like, and the external surface thereof is covered with a reinforcement member 2 made of a plurality of steel plates against a breakage, even upon the occurrence of collision with a floating substance such as driftwood, thereby forming a weir body. Furthermore, the weir body so formed is laid between breakwaters 3, and internally exhausted of the air, when not in use, thereby being sunken for storage in a recess 4 formed on the sea bottom. When a tidal wave occurs, the air is supplied from an external blower to the body 1 via an air supply tube 8, and the body 1 is kept afloat and moored to the sea bottom with tension members 7 and 14 formed out of a wire rope, a chain or the like. In this case, the body 1 may be not only cylindrical, but also square. According to this construction, the weir body can be urgently and safely installed.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、港口両端堤壁間に配設
され、気体の送入により浮上し、気体の排出により沈下
する浮沈自在堰に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a floatable weir which is arranged between ridge walls at both ends of a port and which floats when gas is introduced and sinks when gas is discharged.

【0002】[0002]

【従来の技術】わが国は、古来、地震に伴う津波による
被害が多く、現在も特に太平洋沿岸において巨大地震の
発生が懸念されており、津波に対する対策が緊急の課題
となっている。津波対策の一環として、防潮堤等の建設
が進められているが、沿岸に散在する港の港口が外洋に
向いている場合には、津波はこの港口より港内に浸入
し、港内の船舶や港湾施設に被害をもたらすおそれがあ
る。港口を開いたままで、津波を避けるためには、港口
を津波により実質的な影響を受けない程度に極端に狭く
するとか、港口の向きを津波の作用方向と異らせるしか
ないが、このようなことは既設の港湾施設の大多数にお
いては現実に不可能なことである。そこで、このような
外洋に面する港口を有する港を対象とするより現実的な
津波対策として、港口を津波等の緊急時に閉鎖し、港内
への津波の浸入をくい止め、港内の船舶や施設に対する
被害を防止しようという考えがある。常時、その機能を
発揮している港口を緊急時に閉鎖する施設ないし装置
は、不使用時には通船の障害にならないことが要求さ
れ、使用時には、短時間で閉鎖を完遂できることは勿
論、使用後は原状に復帰し、繰り返し使用できることが
必要である。従来、津波対策として港口を緊急閉鎖する
ため、このような条件を満たす具体的な施設ないし装置
は、現実にはいまだ存在していない。ただ類似の装置と
しては、従来、たとえば特開昭60−37317号公報
に記載のように、空気等流体の送入によって起立し排出
により倒伏するゴム堰と称せられる可撓性膜堰が農業用
水の取水や河口での防潮堰に用いられている。このゴム
堰は、膨脹したとき断面ほぼ逆U字状の横長の中空体で
あって、その下端部の上流側固定ラインと、下流側固定
ラインの2つのラインにおいて、河床に固定されるもの
である。
2. Description of the Related Art Since ancient times, Japan has suffered many damages from tsunamis associated with earthquakes, and even now, there is a concern that a huge earthquake will occur especially on the Pacific coast, and countermeasures against tsunamis have become an urgent task. As part of the tsunami countermeasures, the construction of seawalls is in progress, but if the port entrances of the coastal ports are facing the open ocean, the tsunami will infiltrate into the port through this port entrance, and the vessels and ports May damage facilities. In order to avoid a tsunami while keeping the port open, it is necessary to make the port extremely narrow so that it is not substantially affected by the tsunami, or to make the direction of the port different from the direction of the tsunami. That is not possible with the majority of existing port facilities. Therefore, as a more realistic tsunami countermeasure for a port having such a port facing the open ocean, the port is closed in an emergency such as a tsunami to prevent the intrusion of the tsunami into the port and There is an idea to prevent damage. A facility or device that constantly closes the port entrance that is exerting its function in an emergency is required not to hinder the passage of ships when not in use. It must be able to return to its original state and be used repeatedly. Conventionally, since the port entrance has been closed urgently as a tsunami countermeasure, no specific facility or device that satisfies such a condition exists in reality. However, as a similar device, a flexible membrane weir known as a rubber weir that stands up by feeding in a fluid such as air and falls down by discharging as described in Japanese Patent Laid-Open No. 60-317317 is conventionally used for agricultural water. It is used for water intake and tidal weirs at river mouths. This rubber weir is a horizontally long hollow body that has a substantially U-shaped cross section when expanded, and is fixed to the riverbed at two lines, an upstream fixed line and a downstream fixed line at its lower end. is there.

【0003】[0003]

【発明が解決しようとする課題】上記従来のゴム堰は、
空気の送入によって起立し、排出により倒伏するもので
あるから、一見、津波対策用として港口の緊急閉鎖に利
用することが可能であるかのように思われる。しかしな
がら、このような従来のゴム堰は港口を緊急時に閉鎖す
る装置としては決して充分なものではない。すなわち、
外洋に面した港口では、津波が打寄せる際に、流木等の
浮遊物や押流された船舶が堰に激突する場合も予想さ
れ、これによって、ゴム堰が破損し、海水が中空体内部
に流入するために、ゴム堰が沈下して津波を防止する機
能を果し得なくなるおそれがある。そこで、このような
場合に対処するためゴム堰を鋼材等で補強することが好
ましいが、このようにすると、使用後ゴム堰を充分に収
縮させることが困難となり、収縮が不充分な状態で沈下
させることになるので、不使用時に通船の邪魔になる。
したがって、従来のゴム堰では鋼材等による補強が自由
に行なえない欠点がある。さらに、従来のゴム堰に、気
体を送入する場合は、送入の都度コンプレッサー等の気
体圧送装置をゴム堰附近に設置して、ゴム堰上の気体送
入口から気体を送入するようにしているが、津波の襲来
が切迫している時に、このような気体送入作業をゴム堰
の附近で行なうことは多大の危険が伴うので、安全対策
上問題である。以上の諸理由により、この従来公知のゴ
ム堰は、津波対策用の装置としては現実には、とうてい
利用できないものである。本発明は、上記の事情にかん
がみなされたものであって、本発明の目的は、港口両端
堤壁間に配設され気体の送入により浮上し、気体の排出
により沈下する浮沈自在堰であって、流木等の衝突によ
り損傷、沈下しないように鋼材等による堰体の補強ない
し堰体全体を鋼材で形成することが可能であり、かつ緊
急時においても気体の送入を安全に行うことができる、
津波の港内浸入防止用の浮沈自在堰を提供するにある。
SUMMARY OF THE INVENTION The above-mentioned conventional rubber dam is
Since it stands up by sending in air and falls down by discharging it, it seems that it can be used for emergency closing of the port entrance as a measure against tsunami. However, such a conventional rubber weir is by no means sufficient as a device for closing the port entrance in an emergency. That is,
At the port entrance facing the open ocean, floating materials such as driftwood and swept ships may collide with the weir when the tsunami strikes, which damages the rubber weir and causes seawater to enter the hollow body. Due to the inflow, there is a risk that the rubber weir will sink and lose its function of preventing the tsunami. Therefore, in order to deal with such a case, it is preferable to reinforce the rubber weir with steel or the like, but this makes it difficult to sufficiently shrink the rubber weir after use, and the rubber weir sinks in an insufficient shrinkage state. It will interfere with the boat when not in use.
Therefore, the conventional rubber dam has a drawback that it cannot be reinforced with steel or the like. Further, when gas is fed into the conventional rubber weir, a gas pressure feeding device such as a compressor is installed near the rubber weir at each feeding so that the gas is fed from the gas inlet on the rubber weir. However, when a tsunami is imminently incurred, it is very dangerous to perform such a gas feeding operation near the rubber weir, which is a safety issue. Due to the various reasons described above, this conventionally known rubber weir cannot be used at all as a device for tsunami countermeasures. The present invention has been made in view of the above circumstances, and an object of the present invention is a floating weir capable of floating up and down arranged between ridge walls at both ends of a harbor, which floats when gas is introduced and sinks when gas is discharged. In addition, it is possible to reinforce the weir body with steel etc. or to form the entire weir body with steel so that it will not be damaged or settled due to collision with driftwood, etc., and gas can be safely sent in an emergency. it can,
It is to provide a floating weir to prevent tsunami from entering the port.

【0004】[0004]

【課題を解決するための手段】上記目的を達成する本発
明の浮沈自在堰は、外部に配置された気体圧送装置に連
通させた筒状体1を、該筒状体1内の気体を排気した不
使用時においては港口の両端堤壁間の床部16に形成さ
れた凹所4内に沈下収容され、該気体圧送装置により該
筒状体1内に気体を送入した使用時においては該凹所4
から浮上して該両端堤壁間を閉鎖するように港口近傍の
海底に係留具を介して係止したことを特徴とするもので
ある。本発明によれば、不使用時には、筒状体1内の気
体を排気することにより、筒状体1は港口の両端堤壁間
の床部16に形成された凹所4内に沈下し、この凹所4
内に収容され、港口の通船は自由に行なうことができ、
緊急時には筒状体1内に気体を送入することにより、筒
状体1は凹所4から浮上し両端堤壁間を閉鎖する。また
筒状体1の内部はコンプレッサー等外部に配置された気
体圧送装置に、常時、連通しているので、緊急時に筒状
体1内に気体を送入する場合には、堰から離れた安全な
場所に配置されたコンプレッサー等を操作することによ
って気体送入を行うことができる。
Means for Solving the Problems The floatable sinker weir of the present invention which achieves the above object, comprises a cylindrical body 1 communicating with a gas pumping device disposed outside, and exhausting gas in the cylindrical body 1. When not in use, it is submerged and housed in the recess 4 formed in the floor portion 16 between the both ends of the harbor mouth, and when gas is fed into the tubular body 1 by the gas pressure feeding device, in use, The recess 4
It is characterized in that it is anchored to the seabed near the port entrance via a mooring tool so as to float up from above and close the walls between both ends. According to the present invention, when not in use, the gas inside the tubular body 1 is exhausted, so that the tubular body 1 sinks into the recess 4 formed in the floor portion 16 between the two end wall walls of the port entrance, This recess 4
It is housed inside and can be freely flown at the port entrance.
In an emergency, by feeding gas into the tubular body 1, the tubular body 1 rises from the recess 4 and closes the space between the two ridge walls. Further, since the inside of the tubular body 1 is always in communication with a gas pressure feeding device arranged outside the compressor or the like, when gas is fed into the tubular body 1 in an emergency, it is safe to keep away from the weir. Gas can be fed in by operating a compressor or the like arranged at various places.

【0005】[0005]

【実施例】以下添付図面を参照して本発明の実施例を詳
細に説明する。図1〜図3は本発明にかかる浮沈自在堰
の1実施例を示すものであって、図1および図2は使用
時、図3は不使用時の状態をそれぞれ示す。堰を構成す
る筒状体1は、両側端面を閉じた円筒体の中空体であっ
て、ゴム・合成樹脂または好ましくはその内部に布,
網,繊維等の補強材を埋入したもの、あるいは布に気密
処理を施したもの等気密を維持でき、かつ内部に気体を
注入し堰として使用する場合に津波,高潮,波浪等の外
力に充分耐えられる強度を有する材料で形成されてい
る。筒状体1の外周には、軸方向に延長する鋼材からな
る複数の板状補強部材2が、適宜の間隔をおいて接着等
の手段により固着されている。
Embodiments of the present invention will be described in detail below with reference to the accompanying drawings. 1 to 3 show an embodiment of a floatable weir according to the present invention. FIGS. 1 and 2 show a state when in use and FIG. 3 shows a state when not in use. The tubular body 1 forming the weir is a hollow cylindrical body having both end surfaces closed, and is made of rubber / synthetic resin or preferably cloth inside thereof.
It is possible to maintain airtightness such as those with reinforcing materials such as nets and fibers embedded, or those that have been subjected to airtight treatment on cloth, and when injecting gas into the inside and using it as a weir, against external forces such as tsunami, storm surge, waves It is made of a material having sufficient strength. A plurality of plate-shaped reinforcing members 2 made of steel and extending in the axial direction are fixed to the outer periphery of the cylindrical body 1 at appropriate intervals by means such as bonding.

【0006】港口防波堤3,3′の両端堤壁間の床部は
連結された筒状体1が外力に対し充分耐えられるように
コンクリート等で強化されており、沈下した不使用時の
筒状体1を収納しうるように、その筒状体1の長さより
も大きい幅の凹所4が形成されている。筒状体1の下端
部には、取付金具5が設けられている。一方の凹所4の
床部16の対応する箇所には、取付金具6が設けられて
おり、筒状体1はこれら取付金具5,6に締結された繊
維ロープ,ワイヤーロープ,チェーン等可撓性を有する
部材からなる連結材7を介して凹所4内の床部16に連
結されている。
[0006] The floor between the two end walls of the harbor breakwaters 3 and 3'is reinforced with concrete or the like so that the connected tubular body 1 can sufficiently withstand an external force. A recess 4 having a width larger than the length of the tubular body 1 is formed so that the body 1 can be stored. A fitting 5 is provided at the lower end of the tubular body 1. Mounting brackets 6 are provided at corresponding locations on the floor 16 of the one recess 4, and the tubular body 1 is flexible such as fiber ropes, wire ropes, chains, etc. fastened to these mounting brackets 5, 6. It is connected to the floor portion 16 in the recess 4 via a connecting member 7 made of a material having properties.

【0007】防波堤3には、圧送気体移送管8が付設さ
れており、筒状体1は圧送気体送入用ホース9により圧
送気体移送管8に連結されている。このホース9は可撓
性を有し、筒状体1の浮沈に追随して変形し、筒状体1
の浮沈を阻害しないようにしてある。圧送気体移送管8
は、防波堤3から港湾施設内の津波に対して安全な場所
に配置されたエアコンプレッサー等の気体圧送装置(図
示せず)に連結されている。したがって、筒状体1の内
部は圧送気体送入用ホース9および圧送気体移送管8を
介して気体圧送装置に連通している。またこの場合、筒
状体1の上端部には使用後に筒状体内部の気体を外部に
排出するための、気体排出弁10を設けることが好まし
い。
A pressure feed gas transfer pipe 8 is attached to the breakwater 3, and the tubular body 1 is connected to the pressure feed gas transfer pipe 8 by a pressure feed gas feed hose 9. The hose 9 has flexibility, and is deformed following the ups and downs of the tubular body 1,
I try not to hinder the ups and downs of. Compressed gas transfer pipe 8
Is connected from a breakwater 3 to a gas pressure feeding device (not shown) such as an air compressor arranged at a safe place against a tsunami in the port facility. Therefore, the inside of the tubular body 1 communicates with the gas pressure feeding device via the pressure feeding gas feeding hose 9 and the pressure feeding gas transfer pipe 8. Further, in this case, it is preferable to provide a gas discharge valve 10 at the upper end of the cylindrical body 1 for discharging the gas inside the cylindrical body to the outside after use.

【0008】凹所4よりも港口外方および内方の海底に
は、コンクリート製の板状のシンカー11が固定されて
いる。筒状体1は、一端が板状補強部材2に固定した取
付金具12に取付けられ、他端がシンカー11に固定し
た取付金具13に取付けられた繊維ロープ,ワイヤロー
プ,チェーン等可撓性を有する部材からなる港口内方お
よび外方への移動防止用引張材14によって、シンカー
11に連結されている。前記連結材7と引張材14は筒
状体1を海底に係止するための係留具を構成する。
Concrete plate-shaped sinkers 11 are fixed to the sea bottom outside and inside the port entrance rather than the recess 4. The tubular body 1 is made of a flexible material such as a fiber rope, a wire rope, and a chain, which is attached to a mounting bracket 12 having one end fixed to the plate-like reinforcing member 2 and the other end attached to a mounting bracket 13 fixed to the sinker 11. It is connected to the sinker 11 by a pulling member 14 for preventing the inward and outward movement of the port having the members. The connecting member 7 and the tension member 14 constitute a mooring tool for locking the tubular body 1 on the seabed.

【0009】次に上記構成の浮沈自在堰の動作について
説明する。不使用時においては、筒状体1が図3に示す
ようにしぼんだ状態の沈下位置にあって、海底の凹所4
内に収納されている。津波の襲来が予想される緊急時に
おいては、気体圧送装置を作動して、圧送気体移送管
8,圧送気体送入用ホース9を介して筒状体1内に空気
またはアルゴン等の気体を送入する。気体を送入された
筒状体1は膨脹して円筒状となり、浮力により凹所4か
ら浮上して図1または図2に示す浮上位置に至り港口を
閉鎖する。筒状体1に充分気体を送入した後、気体圧送
装置の作動を停止する。港口に押寄せた津波はこのよう
にして港口を閉鎖した筒状体1によって港内への浸入を
阻まれる。その際筒状体1は港内に向って津波の大きな
圧力を受けるが、引張材14によりシンカー11に係止
されているので、港内に押流されることはない。また流
木等の浮遊物や漂流して来た船舶等が筒状体1に衝突し
ても、筒状体1は、補強部材2によって補強されている
ので破損するおそれはない。なお、津波が起る前に港内
の水が港外に引く場合にも、筒状体1は港外に押流され
ることはない。
Next, the operation of the floatable weir having the above construction will be described. When not in use, the tubular body 1 is in a depressed position as shown in FIG.
Is housed inside. In an emergency when a tsunami is expected to occur, the gas pressure feeding device is operated to feed air or a gas such as argon into the tubular body 1 through the pressure feeding gas transfer pipe 8 and the pressure feeding gas feeding hose 9. To enter. The tubular body 1 into which the gas has been introduced expands into a cylindrical shape, and floats from the recess 4 due to buoyancy to reach the floating position shown in FIG. 1 or 2 to close the port entrance. After sufficiently feeding the gas into the tubular body 1, the operation of the gas pressure feeding device is stopped. The tsunami rushing to the port entrance is prevented from entering the port by the tubular body 1 thus closing the port entrance. At that time, the tubular body 1 is subjected to a large tsunami pressure toward the port, but since it is locked to the sinker 11 by the tension member 14, it is not washed into the port. Further, even if a floating object such as driftwood or a drifting ship collides with the tubular body 1, the tubular body 1 is reinforced by the reinforcing member 2, and therefore there is no risk of damage. Even if the water in the port is drawn out of the port before the tsunami occurs, the tubular body 1 is not washed out of the port.

【0010】津波の危険が去ったときは、筒状体1の上
端部の気体排出弁10を開弁して筒状体1内部の気体を
大気中に排出することにより、筒状体1をしぼませる。
筒状体1が充分しぼんだならば気体排出弁10を閉弁す
る。しぼんだ筒状体1は、その自重により図3の沈下位
置に沈下し凹所4内に収納される。
When the danger of the tsunami disappears, the gas discharge valve 10 at the upper end of the cylindrical body 1 is opened to discharge the gas inside the cylindrical body 1 into the atmosphere, thereby removing the cylindrical body 1. Deflate.
When the tubular body 1 is sufficiently deflated, the gas discharge valve 10 is closed. The deflated tubular body 1 is sunk to the sinking position in FIG. 3 by its own weight and is housed in the recess 4.

【0011】図4および図5は本発明にかかる浮沈自在
堰の1変形例を示す。なお、図4および図5の変形例に
おいて、図1〜図3の実施例と同一または類似の構成部
分には同一の符号を付し、その詳細な説明を省略する。
図4の変形例においては、筒状体1はゴム・合成樹脂等
上記実施例と同様の可撓性を有する材料からなるが、上
記実施例と異り角筒状のものである。鋼材等よりなる補
強部材2は本変形例においては、矩形の枠体に形成され
ており、この補強部材2が上下方向に適宜の間隔をおい
て複数本筒状体1の外側にはめ込まれて、接着剤その他
の固着手段により筒状体1に固定されている。したがっ
て、この筒状体1は気体の送入、排出につれて蛇腹状に
伸縮し、収縮した時、自重により凹所4内に沈下し、二
点鎖線で示すように凹所4内に収納され、伸長した時、
浮力により浮上するように設計されている。
FIG. 4 and FIG. 5 show a modification of the floating weir according to the present invention. In the modified examples of FIGS. 4 and 5, the same or similar components as those of the embodiment of FIGS. 1 to 3 are designated by the same reference numerals, and detailed description thereof will be omitted.
In the modified example of FIG. 4, the tubular body 1 is made of a material such as rubber and synthetic resin having the same flexibility as that of the above-mentioned embodiment, but has a rectangular tubular shape different from that of the above-mentioned embodiment. In the present modification, the reinforcing member 2 made of steel or the like is formed in a rectangular frame body, and the reinforcing member 2 is fitted on the outer side of the plurality of cylindrical bodies 1 at appropriate intervals in the vertical direction. , Is fixed to the tubular body 1 by an adhesive or other fixing means. Therefore, the tubular body 1 expands and contracts in a bellows shape as gas is fed and discharged, and when contracted, sinks into the recess 4 by its own weight and is housed in the recess 4 as indicated by a two-dot chain line. When extended,
It is designed to levitate due to buoyancy.

【0012】図5の変形例においては、角筒状の筒状体
1は全体が鋼材により構成されており、その外側は、防
錆および緩衝のためゴム・合成樹脂等で被覆されてい
る。この変形例においては、不使用時に、筒状体1を、
一点鎖線で示す位置に沈下させるためには、気体を排出
した後に、水を注入する作業が別に必要である。このた
めこの変形例においては、上記気体送入および排出のた
めの機構のほかに、水を筒内に注入,排出するため弁1
5が別途設けられており、各弁10,15をシーケンス
制御等により自動的に開閉制御することにより、水およ
び気体の送入,排出を順次行うようにしている。この変
形例においては、筒状体1は伸縮しないので、凹所4は
筒状体1の高さに対応して深く掘り下げねばならない
が、筒状体1は極めて大きい強度を得ることができる利
点がある。
In the modification of FIG. 5, the rectangular tubular body 1 is entirely made of steel, and the outside is covered with rubber, synthetic resin or the like for rust prevention and cushioning. In this modification, when not in use, the cylindrical body 1 is
In order to settle at the position indicated by the alternate long and short dash line, it is necessary to separately inject water after discharging the gas. For this reason, in this modification, in addition to the above-described mechanism for gas supply and discharge, the valve 1 for injecting and discharging water in the cylinder is used.
5 is separately provided, and the valves 10 and 15 are automatically controlled to be opened and closed by sequence control or the like, so that water and gas are sequentially fed and discharged. In this modified example, since the tubular body 1 does not expand and contract, the recess 4 must be dug deeply corresponding to the height of the tubular body 1, but the tubular body 1 can obtain an extremely large strength. There is.

【0013】シンカー11は上記実施例に示すものに限
らず、杭,ブロック等よりなるものでもよく、またシン
カーの素材もコンクリートに限らず金属等他の素材から
なるものであってもよい。
The sinker 11 is not limited to the one shown in the above embodiment, but may be a pile, a block or the like, and the material of the sinker is not limited to concrete but may be another material such as metal.

【0014】上記実施例および変形例においては、筒状
体1を連結材7により凹所4の床部16に連結している
が、港口外方および内方の両側から引張材14で筒状体
1を引張る場合は、連結材7を省略することも可能であ
る。また逆に連結材7を使用する場合は、引張材14を
省略することも可能である。
In the above-mentioned embodiments and modifications, the tubular body 1 is connected to the floor portion 16 of the recess 4 by the connecting member 7, but the tubular member 1 is tubular with the tension members 14 from both outside and inside. When pulling the body 1, the connecting member 7 can be omitted. On the contrary, when the connecting member 7 is used, the tension member 14 can be omitted.

【0015】[0015]

【発明の効果】本発明によれば、筒状体1は不使用時に
は港口の両端堤壁間の床部16に形成された凹所4内に
沈下、収容されるので、通船の障害になることがなく、
沈下時の筒状体1の高さに応じて、凹所4の深さを適宜
設計すればよいので、沈下時の筒状体1の高さにこだわ
る必要がなく、ゴム・合成樹脂からなる筒状体1を鋼材
により補強したり、鋼材で形成した筒状体1をゴム・合
成樹脂で被覆する等津波に対処するため、所望の強度を
有する筒状体1を自由に設計することができる。また筒
状体1の内部はコンプレッサー等の外部に配置された気
体圧送装置に、常時、連通しているので、緊急時には堰
から離れた安全な場所に配置された気体圧送装置を、操
作することによって迅速かつ安全に気圧送入を行うこと
ができる。
According to the present invention, the tubular body 1 sinks and is housed in the recess 4 formed in the floor portion 16 between the ridge walls at both ends of the harbor when it is not used. Without becoming
Since the depth of the recess 4 may be appropriately designed according to the height of the tubular body 1 at the time of subsidence, it is not necessary to pay attention to the height of the tubular body 1 at the time of subsidence, and it is made of rubber / synthetic resin. In order to cope with a tsunami such as reinforcing the tubular body 1 with steel or covering the tubular body 1 formed of steel with rubber / synthetic resin, the tubular body 1 having desired strength can be freely designed. it can. Further, since the inside of the tubular body 1 is always in communication with a gas pressure feeding device arranged outside such as a compressor, in case of emergency, operate the gas pressure feeding device arranged in a safe place away from the weir. By this, it is possible to quickly and safely carry out the air pressure feeding.

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

【図1】本発明にかかる浮沈自在堰の一実施例の使用時
の状態を示す斜視図である。
FIG. 1 is a perspective view showing a state in use of an embodiment of a floating floatable weir according to the present invention.

【図2】本発明にかかる浮沈自在堰の一実施例の使用時
の状態を示す側面図である。
FIG. 2 is a side view showing a state in use of an embodiment of the floatable sinkable weir according to the present invention.

【図3】本発明にかかる浮沈自在堰の一実施例の不使用
時の状態を示す側面図である。
FIG. 3 is a side view showing a state in which the floatable sink weir according to the present invention is not in use.

【図4】本発明の浮沈自在堰の1変形例を示す側面図で
ある。
FIG. 4 is a side view showing a modification of the floatable weir of the present invention.

【図5】本発明の浮沈自在堰の更に他の変形例を示す側
面図である。
FIG. 5 is a side view showing still another modified example of the floatable sink weir of the present invention.

【符号の説明】[Explanation of symbols]

1 筒状体 2 板状補強部材 3 防波堤 4 凹所 5 取付金具 6 取付金具 7 連結材 8 圧送気体移送管 9 圧送気体送入用ホース 10 気体排出弁 11 シンカー 12 取付金具 13 取付金具 14 移動防止用引張材 15 弁 16 床部 DESCRIPTION OF SYMBOLS 1 Cylindrical body 2 Plate reinforcement member 3 Breakwater 4 Recess 5 Mounting bracket 6 Mounting bracket 7 Connecting material 8 Compressed gas transfer pipe 9 Compressed gas inlet hose 10 Gas discharge valve 11 Sinker 12 Mounting bracket 13 Mounting bracket 14 Movement prevention Tensile material 15 Valve 16 Floor

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 外部に配置された気体圧送装置に連通さ
せた筒状体1を、該筒状体1内の気体を排気した不使用
時においては、港口の両端堤壁間の床部16に形成され
た凹所4内に沈下収容され、該気体圧送装置により該筒
状体1内に気体を送入した使用時においては、該凹所4
から浮上して該両端堤壁間を閉鎖するように港口近傍の
海底に係留具を介して係止したことを特徴とする浮沈自
在堰。
1. A floor portion 16 between the bank walls at both ends of a harbor entrance when the tubular body 1 communicated with a gas pumping device arranged outside is exhausted from the gas in the tubular body 1. When the gas is sent into the cylindrical body 1 by the gas pressure feeding device, the depression 4 is stored in the recess 4 formed in
A floating weir capable of floating up and down, which is locked to the seabed in the vicinity of the port entrance via a mooring tool so as to float from above and close the walls of both ends.
JP7056804A 1995-02-22 1995-02-22 Freely sinkable weir Pending JPH08226110A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7056804A JPH08226110A (en) 1995-02-22 1995-02-22 Freely sinkable weir

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7056804A JPH08226110A (en) 1995-02-22 1995-02-22 Freely sinkable weir

Publications (1)

Publication Number Publication Date
JPH08226110A true JPH08226110A (en) 1996-09-03

Family

ID=13037590

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7056804A Pending JPH08226110A (en) 1995-02-22 1995-02-22 Freely sinkable weir

Country Status (1)

Country Link
JP (1) JPH08226110A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105002857A (en) * 2015-07-29 2015-10-28 交通运输部天津水运工程科学研究所 Air bag type wave dissipation pipe used for emergency type floating breakwater
CN106087862A (en) * 2016-08-04 2016-11-09 浙江水利水电学院 Multifunctional jetty

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105002857A (en) * 2015-07-29 2015-10-28 交通运输部天津水运工程科学研究所 Air bag type wave dissipation pipe used for emergency type floating breakwater
CN106087862A (en) * 2016-08-04 2016-11-09 浙江水利水电学院 Multifunctional jetty
CN106087862B (en) * 2016-08-04 2018-01-12 浙江水利水电学院 Multifunctional jetty

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