JP2014173248A - Stand-and-lie gate type breakwater - Google Patents

Stand-and-lie gate type breakwater Download PDF

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JP2014173248A
JP2014173248A JP2013044389A JP2013044389A JP2014173248A JP 2014173248 A JP2014173248 A JP 2014173248A JP 2013044389 A JP2013044389 A JP 2013044389A JP 2013044389 A JP2013044389 A JP 2013044389A JP 2014173248 A JP2014173248 A JP 2014173248A
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door body
intake pipe
sea area
door
storage space
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JP6138522B2 (en
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Yuichiro Kimura
雄一郎 木村
Kyoichi Nakaho
京一 仲保
Toshiaki Mori
俊明 森井
Ryuta Yoshiki
竜太 吉識
Masamichi Uchida
正道 内田
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Hitachi Zosen Corp
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Abstract

PROBLEM TO BE SOLVED: To make it unnecessary for divers to dive and remove the bottom material which deposits in a door body storing space of a storage part.SOLUTION: A stand-and-lie gate type breakwater closes a port entrance by making a lying door body 1, which is stored inside a door body storing space 2a formed in a storage part 2, stand up. It comprises: a water intake pipe 3, whose one end opens to a sea area 5 while the other end opening between the floor face 2aa and the opposite-sea face 1b of the aforesaid lying door body 1 in the door storing space 2a; and a water drainage pipe 4, whose one end opens opposite the other end opening 3b of the water intake pipe 3 while the other end of itself opening to the sea area 5. The water intake pipe 3 is provided with a check valve 6 which only allows the inflow of seawater in a direction from the sea area 5 side to the door storing space 2a, while the water drainage pipe 4 is provided with a check valve 7 which only allows the outflow of seawater in the direction from the door storing space 2a to the sea area side. With this way, it is possible to discharge the bottom material accumulated in the door body storing space with the effect of water surface change made by wind-waves.

Description

本発明は、高潮や津波対策として港口に設置される起伏ゲート式防波堤に関するものである。   The present invention relates to a undulating gate type breakwater installed at a port entrance as a countermeasure against storm surges and tsunamis.

起伏ゲート式防波堤は、高潮や津波の発生が予測された際に、倒伏状態で格納されている扉体を起立させて港口を塞ぎ、高潮や津波が港内に浸入するのを防ぐものである(例えば特許文献1,2参照。)。   The undulating gate breakwater is designed to prevent the storm surge and tsunami from entering the port by raising the door stored in the collapsed state and closing the port entrance when a storm surge or tsunami is predicted ( For example, see Patent Documents 1 and 2.)

このような起伏ゲート式防波堤の場合、扉体を格納する格納部の扉体格納空間は上面が開口しているので、扉体格納空間に底質が堆積することは避けられない。この堆積した底質が倒伏状態の扉体を覆うと、扉体の起立に支障が生じる場合が起こり得る。   In the case of such a undulating gate type breakwater, the door body storage space of the storage part for storing the door body has an open upper surface, and therefore sediment is unavoidably deposited in the door body storage space. If the accumulated sediment covers the door body in a lying state, it may occur that the door body is hindered to stand.

そこで、従来は、ダイバーが格納部の扉体格納空間に定期的に潜り、堆積した底質を、水中ポンプを用いて扉体格納空間から排出していた。   Therefore, conventionally, divers periodically dive into the door storage space of the storage unit, and the accumulated sediment was discharged from the door storage space using a submersible pump.

しかしながら、ダイバーが定期的に潜って扉体格納空間に堆積した底質を排出する作業は、ダイバーに大きな負担を強いることになる。また、気象条件によっては予定していた時に排出作業ができなくなる場合もあるが、このような場合、次回の排出時には予定していた堆積量よりも多くの底質を排出することになって、ダイバーの負担がより大きくなる。   However, the work of discharging the bottom sediment deposited in the door storage space by diving periodically diversifies the diver. Also, depending on the weather conditions, it may be impossible to discharge when scheduled, but in such a case, more sediment will be discharged than the planned amount of sediment at the next discharge, Diver's burden becomes larger.

特開2007−211457号公報JP 2007-2111457 A 特開2010−133095号公報JP 2010-133095 A

本発明が解決しようとする問題点は、ダイバーが定期的に潜って格納部の扉体格納空間に堆積した底質を排出する場合、ダイバーに大きな負担を強いるという点である。また、気象条件によって予定していた時に作業ができなくなった場合は、次回の排出時には予定していた堆積量よりも多くの底質を排出することになるので、ダイバーの負担がより大きくなるという点である。   The problem to be solved by the present invention is that when divers periodically dive and drain sediments deposited in the door storage space of the storage unit, a great burden is imposed on the divers. In addition, if work is not possible due to weather conditions, the sediment will be discharged more than the planned amount of sediment at the next discharge, which increases the burden on the diver. Is a point.

本発明は、上記問題を解決するために、格納部の扉体格納空間に堆積した底質をダイバーが潜って排出する必要がないようにすることを目的としてなされたものである。   In order to solve the above-described problems, the present invention has been made in order to prevent the diver from needing to drain the sediment deposited in the storage space of the door body of the storage unit.

本発明は、
格納部に形成された扉体格納空間に格納されている倒伏状態の扉体を起立させて港口を塞ぐ起伏ゲート式防波堤であって、
一端が海域に開口し、他端が前記扉体格納空間の床面と前記倒伏状態にある扉体の反海域側の面との間の扉体格納空間内に開口した取水配管と、
一端が前記取水配管の他端側開口と対向するように前記扉体格納空間内に開口し、他端が海域に開口した排水配管と、
を備え、
前記取水配管には、海域側から扉体格納空間に海水が流入する方向のみ許容する逆止弁を、前記排水配管には、扉体格納空間から海域側に海水が流出する方向のみ許容する逆止弁を設けたことを最も主要な特徴としている。
The present invention
A undulating gate type breakwater that erects a fallen door body stored in a door body storage space formed in the storage section and closes the port entrance,
One end is open to the sea area, and the other end is a water intake pipe that is open into the door body storage space between the floor surface of the door body storage space and the surface on the side opposite to the sea area of the lying down door body,
A drainage pipe that opens in the door body storage space so that one end faces the other end side opening of the intake pipe, and the other end opens in the sea area;
With
The intake pipe has a check valve that only allows seawater to flow into the door housing space from the sea side, and the drain pipe has a reverse valve that only allows seawater to flow from the door housing space to the sea side. The main feature is the provision of a stop valve.

上記の本発明では、風波により水面が変動した場合に、取水配管の一端側開口位置の水圧が、排水配管の他端側開口位置の水圧よりも高いときは、取水配管から扉体格納空間を経て排水配管を通って海域に排出するように海水が流れ、扉体格納空間に堆積した底質を排出する。反対に、取水配管の一端側開口位置の水圧が、排水配管の他端側開口位置の水圧よりも低いときは、逆止弁の作用によって前記海水の流れは発生しない。   In the present invention described above, when the water surface fluctuates due to wind waves, if the water pressure at the opening position on one end side of the intake pipe is higher than the water pressure at the opening position on the other end side of the drain pipe, the door storage space is removed from the intake pipe. After that, seawater flows so as to be discharged into the sea through the drainage pipe, and the sediment deposited in the door storage space is discharged. On the other hand, when the water pressure at one end side opening position of the intake pipe is lower than the water pressure at the other end side opening position of the drainage pipe, the flow of the seawater is not generated by the action of the check valve.

本発明において、取水配管の一端側開口を、格納部を設けた海底よりも高い位置に設けた場合は、前記海水の流入時に取水配管の一端側開口から周囲の砂礫が流入し難くなる。また、取水配管の一端側開口を側方或いは海底方向に向けて設けた場合は、取水配管の一端側開口から海域中の底質が入り込み難くなる。   In the present invention, when the opening on the one end side of the intake pipe is provided at a position higher than the seabed provided with the storage portion, surrounding gravel hardly flows from the opening on the one end side of the intake pipe when the seawater flows in. Moreover, when the one end opening of the intake pipe is provided sideways or toward the sea bottom, it is difficult for sediment in the sea area to enter from the one end opening of the intake pipe.

また、本発明において、倒伏状態にある扉体の反海域側の面と、取水配管の他端側開口との間に、海域から格納部の上面開口を通って扉体格納空間内に落下してくる海域中の底質は通過する一方、扉体格納空間の床面に堆積した底質が倒伏状態の扉体側に移動することは抑制する半透過部材を設けた場合は、底質の前記排出がより良好に行える。   Further, in the present invention, the fall from the sea area through the upper surface opening of the storage unit into the door body storage space between the surface on the anti-sea area side of the door body in a lying state and the opening on the other end side of the intake pipe. When a semi-permeable member is provided that suppresses the bottom sediment deposited on the floor of the door storage space from moving toward the falling door body side while the bottom sediment in the incoming sea area passes, Discharge can be performed better.

本発明では、海域と扉体格納空間を循環する経路を形成する取水配管及び排水配管に逆止弁を設けることによって、ダイバーが潜らなくても、風波による水面変動に伴って扉体格納空間に堆積した底質を排出することができる。   In the present invention, a check valve is provided in the intake pipe and the drain pipe that form a route that circulates between the sea area and the door storage space. Accumulated sediment can be discharged.

本発明の起伏ゲート式防波堤の第1の例を示した概略構成図である。It is the schematic block diagram which showed the 1st example of the undulating gate type breakwater of this invention. (a)(b)は本発明の起伏ゲート式防波堤を構成する取水配管の一端側開口の態様を示した図である。(A) (b) is the figure which showed the aspect of the one end side opening of the intake piping which comprises the undulating gate type breakwater of this invention. (a)(b)は本発明の起伏ゲート式防波堤を構成する半透過部材の一例を示した図である。(A) (b) is the figure which showed an example of the semi-permeable member which comprises the undulating gate type breakwater of this invention. 本発明の起伏ゲート式防波堤の第2の例を示した概略構成図である。It is the schematic block diagram which showed the 2nd example of the undulating gate type breakwater of this invention.

本発明は、格納部の扉体格納空間に堆積した底質をダイバーが潜って排出する必要がないようにするという目的を、海域と扉体格納空間を循環する経路を形成する取水配管及び排出配管に逆止弁を設けることで実現した。   The purpose of the present invention is to make it unnecessary for divers to dive and drain the sediment deposited in the door storage space of the storage section, and to provide water intake piping and discharge that form a path that circulates between the sea area and the door storage space. This was realized by providing a check valve in the piping.

以下、本発明を実施するための形態を、図1〜図4を用いて詳細に説明する。
図1は本発明の起伏ゲート式防波堤の第1の例を示した概略構成図である。
Hereinafter, embodiments for carrying out the present invention will be described in detail with reference to FIGS.
FIG. 1 is a schematic configuration diagram showing a first example of the undulating gate type breakwater of the present invention.

図1において、1は起伏ゲート式防波堤を構成する扉体であり、平時は格納部2の扉体格納空間2aに倒伏した状態で格納されている。そして、高潮や津波の発生が予測された際には、先端側の空気室に給気して基端側の回転軸1aを支点として先端側を起立させ、港口を塞ぐ。   In FIG. 1, reference numeral 1 denotes a door body constituting a undulating gate type breakwater, which is stored in a lying state in the door body storage space 2 a of the storage unit 2 during normal times. When the occurrence of a storm surge or tsunami is predicted, air is supplied to the air chamber on the distal end side, the distal end side is erected with the rotation shaft 1a on the proximal end side as a fulcrum, and the port entrance is closed.

本発明は、上記起伏ゲート式防波堤において、格納部2を設置した海域5から格納部2の扉体格納空間2a内に海水を流入する取水配管3と、この取水配管3を介して流入した海水を扉体格納空間2aから排出する排水配管4を、扉体1の幅方向に所定の間隔を存して複数設置した構成である。   The present invention relates to a water intake pipe 3 that flows seawater into the door storage space 2a of the storage section 2 from the sea area 5 in which the storage section 2 is installed, and the seawater that flows through the intake pipe 3 in the undulating gate breakwater. Is a configuration in which a plurality of drainage pipes 4 that are discharged from the door body storage space 2a are provided at predetermined intervals in the width direction of the door body 1.

前記取水配管3は、一端を海域5に開口させる一方、他端は、扉体格納空間2a内において、その床面2aaと倒伏状態の扉体1の反海域側の面1bとの間に開口させ、その途中に、一端側開口3aから他端側開口3bに向かう方向にのみ海水の移動を許容する逆止弁6を設けている。   The intake pipe 3 has one end opened to the sea area 5, and the other end opened between the floor surface 2 aa and the surface 1 b on the side opposite to the sea area of the door body 1 in a lying state in the door body storage space 2 a. A check valve 6 that allows the movement of seawater only in the direction from the one end side opening 3a to the other end side opening 3b is provided in the middle.

前記取水配管3の一端側開口3aは、海水の流入時に、この一端側開口3aから周囲の砂礫が一緒に流れ込むのを抑制するためには、図2に示すように、格納部2を設けた海底5aよりも高い位置に設けることが望ましい。   As shown in FIG. 2, the one end side opening 3 a of the intake pipe 3 is provided with a storage portion 2 as shown in FIG. 2 in order to prevent surrounding gravel from flowing together from the one end side opening 3 a when seawater flows. It is desirable to provide at a position higher than the seabed 5a.

また、取水配管3の一端側開口3aから海域中の底質が入り込むのを抑制するためには、前記一端側開口3aを、図2(a)に示すように側方に向けて設けるか、図2(b)に示すように海底5aに向けて設けることが望ましい。   Moreover, in order to suppress the bottom sediment in the sea area from entering from the one end side opening 3a of the intake pipe 3, the one end side opening 3a is provided toward the side as shown in FIG. As shown in FIG.2 (b), providing toward the seabed 5a is desirable.

一方、前記排水配管4は、前記取水配管3の他端側開口3bと対向するように、一端を扉体格納空間2a内に開口する一方、他端は海域5に開口させ、その途中に、一端側開口4aから他端側開口4bに向かう方向にのみ海水の移動を許容する逆止弁7を設けている。   On the other hand, the drainage pipe 4 has one end opened in the door body storage space 2a so as to face the other end side opening 3b of the intake pipe 3, while the other end is opened in the sea area 5, A check valve 7 that allows the movement of seawater only in the direction from the one end side opening 4a to the other end side opening 4b is provided.

8は、海域5から扉体格納空間2aの内部に落下してくる底質9を通過させるが、扉体格納空間2aの床面2aaに堆積した底質9が倒伏状態の扉体1側に移動することを抑制する半透過部材であり、倒伏状態の扉体1の反海域側の面1bと、前記取水配管3の他端側開口3b(前記排水配管4の一端側開口4a)との間に配置されている。   8 passes the bottom sediment 9 falling from the sea area 5 into the door storage space 2a, but the sediment 9 deposited on the floor surface 2aa of the door storage space 2a is placed on the side of the door body 1 in a lying state. It is a semi-permeable member that suppresses movement, and includes the surface 1b on the anti-sea area side of the door body 1 in a lying state and the other end side opening 3b of the intake pipe 3 (one end side opening 4a of the drain pipe 4). Arranged between.

この半透過部材8は、上記作用を奏することができるものであれば、その構成は問わない。例えば図3(a)では山形鋼8aを複数個、図3(b)では横断面が三角形状の各材8bを複数個、それぞれの山部を上方向に向け、それぞれの山裾間が適宜の間隔dとなるように配置したものを示している。   The configuration of the semi-transmissive member 8 is not limited as long as the above-described operation can be achieved. For example, in FIG. 3 (a), a plurality of angle steels 8a, in FIG. 3 (b), a plurality of materials 8b each having a triangular cross-section, each crest is directed upward, and there is an appropriate gap between each crest. An arrangement in which the distance d is set is shown.

上記本発明では、風波により水面が変動した場合に、海面から取水配管3の一端側開口3aまでの深さL1が、排水配管4の他端側開口4bまでの深さL2よりも大きいときは、両者の水圧差により、取水配管3から扉体格納空間2a内に海水が流れ込む。   In the present invention, when the water surface fluctuates due to wind waves, when the depth L1 from the sea surface to the one end side opening 3a of the intake pipe 3 is larger than the depth L2 to the other end side opening 4b of the drainage pipe 4 The seawater flows into the door storage space 2a from the intake pipe 3 due to the difference in water pressure between the two.

扉体格納空間2a内に流れ込んだ海水は、扉体格納空間2aの床面2aa上に堆積した底質9を押し流す。押し流された底質9は、半透過部材8の作用によって排水配管4の一端側開口4aに流れ込んで他端側開口4bから海域5に排出される。   Seawater that has flowed into the door storage space 2a pushes down the sediment 9 deposited on the floor surface 2aa of the door storage space 2a. The swollen sediment 9 flows into the one end side opening 4 a of the drainage pipe 4 by the action of the semi-permeable member 8 and is discharged from the other end side opening 4 b to the sea area 5.

すなわち、本発明では、ダイバーが潜らなくても、風波による水面変動に伴って扉体格納空間2aに堆積した底質9を排出することができる。なお、海面から取水配管3の一端側開口3aまでの深さL1が、排水配管4の他端側開口4bまでの深さL2よりも小さいときは、逆止弁7の作用によって排水配管4を介して扉体格納空間2a内に海水が流れ込むことはない。   That is, in the present invention, even if the diver does not dive, the bottom sediment 9 accumulated in the door storage space 2a due to the water surface fluctuation due to the wind wave can be discharged. In addition, when the depth L1 from the sea surface to the one end side opening 3a of the intake pipe 3 is smaller than the depth L2 to the other end side opening 4b of the drain pipe 4, the drain pipe 4 is removed by the action of the check valve 7. Seawater does not flow into the door storage space 2a.

本発明は、前記の例に限るものではなく、各請求項に記載の技術的思想の範疇であれば、適宜実施の形態を変更しても良いことは言うまでもない。   The present invention is not limited to the above examples, and it goes without saying that the embodiments may be changed as appropriate within the scope of the technical idea described in each claim.

例えば、取水配管3や排水配管4の途中に設ける逆止弁6,7の設置位置は特に限定されるものではないが、メンテナンスの容易性を考慮すれば、図4に示すように、扉体1の格納部2からダイバーがアクセスできる位置に設置することが望ましい。   For example, the installation positions of the check valves 6 and 7 provided in the middle of the intake pipe 3 and the drain pipe 4 are not particularly limited, but considering the ease of maintenance, as shown in FIG. It is desirable to install it at a position that can be accessed by the diver from the storage unit 1.

また、上記実施例では、取水配管3の一端側開口3aを、格納部2を設けた海底5aよりも高い位置に、かつ、側方或いは海底5aに向けて設けているが、このような配置形態とすることは必須の要件ではない。   Moreover, in the said Example, although the one end side opening 3a of the intake pipe 3 is provided in the position higher than the seabed 5a which provided the storage part 2, and toward the side or the seabed 5a, such arrangement | positioning is carried out. Forming is not an essential requirement.

同様に、上記実施例では、倒伏状態の扉体1の反海域側の面1bと、前記取水配管3の他端側開口3b(排水配管4の一端側開口4a)との間に半透過部材8を配置しているが、この半透過部材8も必須の構成要素ではない。   Similarly, in the said Example, a semi-permeable member is provided between the surface 1b on the anti-sea area side of the door body 1 in a lying state and the other end side opening 3b of the intake pipe 3 (one end side opening 4a of the drain pipe 4). 8 is disposed, but the semi-transmissive member 8 is not an essential component.

1 扉体
1a 回転軸
1b 反海域側の面
2 格納部
2a 扉体格納空間
2aa 床面
3 取水配管
3a 一端側開口
3b 他端側開口
4 排水配管
4a 一端側開口
4b 他端側開口
5 海域
5a 海底
6,7 逆止弁
8 半透過部材
9 底質
DESCRIPTION OF SYMBOLS 1 Door body 1a Rotating shaft 1b Anti-sea area side surface 2 Storage part 2a Door body storage space 2aa Floor surface 3 Water intake piping 3a One end side opening 3b Other end side opening 4 Drainage piping 4a One end side opening 4b Other end side opening 5 Sea area 5a Seabed 6,7 Check valve 8 Semi-permeable member 9 Bottom sediment

Claims (3)

格納部に形成された扉体格納空間に格納されている倒伏状態の扉体を起立させて港口を塞ぐ起伏ゲート式防波堤であって、
一端が海域に開口し、他端が前記扉体格納空間の床面と前記倒伏状態にある扉体の反海域側の面との間の扉体格納空間内に開口した取水配管と、
一端が前記取水配管の他端側開口と対向するように前記扉体格納空間内に開口し、他端が海域に開口した排水配管と、
を備え、
前記取水配管には、海域側から扉体格納空間に海水が流入する方向のみ許容する逆止弁を、前記排水配管には、扉体格納空間から海域側に海水が流出する方向のみ許容する逆止弁を設けたことを特徴とする起伏ゲート式防波堤。
A undulating gate type breakwater that erects a fallen door body stored in a door body storage space formed in the storage section and closes the port entrance,
One end is open to the sea area, and the other end is a water intake pipe that is open into the door body storage space between the floor surface of the door body storage space and the surface on the side opposite to the sea area of the lying down door body,
A drainage pipe that opens in the door body storage space so that one end faces the other end side opening of the intake pipe, and the other end opens in the sea area;
With
The intake pipe has a check valve that only allows seawater to flow into the door housing space from the sea side, and the drain pipe has a reverse valve that only allows seawater to flow from the door housing space to the sea side. An undulating gate type breakwater characterized by a stop valve.
前記取水配管の一端側開口を、格納部を設けた海底よりも高い位置に設けると共に、前記一端側開口を側方或いは海底方向に向けて設けたことを特徴とする請求項1に記載の起伏ゲート式防波堤。   2. The undulation according to claim 1, wherein an opening on one end side of the intake pipe is provided at a position higher than a seabed on which a storage portion is provided, and the opening on the one end side is provided sideways or toward the seabed. Gate type breakwater. 倒伏状態にある扉体の反海域側の面と、前記取水配管の他端側開口との間に、海域から前記扉体格納空間内に落下してくる底質は通過する一方、前記扉体格納空間の床面に堆積した底質が倒伏状態にある扉体側への移動は抑制する半透過部材を設けたことを特徴とする請求項1又は2に記載の起伏ゲート式防波堤。   While the bottom body falling from the sea area into the door body storage space passes between the surface of the door body in the lying state on the side opposite to the sea area and the opening on the other end side of the intake pipe, the door body The undulating gate type breakwater according to claim 1 or 2, further comprising a semi-permeable member that suppresses movement of the sediment deposited on the floor surface of the storage space toward the door body in a lying state.
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CN112982317A (en) * 2021-03-03 2021-06-18 水利部交通运输部国家能源局南京水利科学研究院 Estuary ground surface underground three-dimensional water retaining structure utilizing rain and flood resources and operation method

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JPS6285521U (en) * 1985-11-19 1987-06-01
JP2004162393A (en) * 2002-11-13 2004-06-10 Kaisei Kogyo Kk Sediment discharge structure for backflow preventing gate
JP2005146703A (en) * 2003-11-17 2005-06-09 Kyowa Seisakusho:Kk Sand discharging structure of floating body type derricking gate facility
JP2006257829A (en) * 2005-03-18 2006-09-28 Kyowa Seisakusho:Kk Automatic tide gate equipment of land lock
JP2009191563A (en) * 2008-02-18 2009-08-27 Taisei Corp Flap gate
JP2010133095A (en) * 2008-12-02 2010-06-17 Hitachi Zosen Corp Door body mooring device of derricking gate breakwater

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112982317A (en) * 2021-03-03 2021-06-18 水利部交通运输部国家能源局南京水利科学研究院 Estuary ground surface underground three-dimensional water retaining structure utilizing rain and flood resources and operation method

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