JP5211026B2 - Standing structure of tide plate - Google Patents

Standing structure of tide plate Download PDF

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JP5211026B2
JP5211026B2 JP2009281637A JP2009281637A JP5211026B2 JP 5211026 B2 JP5211026 B2 JP 5211026B2 JP 2009281637 A JP2009281637 A JP 2009281637A JP 2009281637 A JP2009281637 A JP 2009281637A JP 5211026 B2 JP5211026 B2 JP 5211026B2
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tide plate
tide
plate
weight
float
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JP2011122375A (en
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幸伸 織田
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Taisei Corp
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Taisei Corp
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本発明は陸上構造物への浸水被害を防止するための防潮板の起立構造に関し、より詳しくは、通常時には防潮板を倒伏しておき、浸水時に防潮板が自動で起立可能な防潮板の起立構造に関する。   The present invention relates to a standing structure of a tide plate for preventing inundation damage to a land structure. More specifically, the tide plate is normally laid down and the tide plate can stand up automatically during flooding. Concerning structure.

津波、高潮、豪雨、その他の水位上昇による陸上施設への浸水被害を防止すべく、種々の防潮堤が開発されている。
防潮堤が恒久的に設置される構造物である場合、見通しや風通しが悪くなり周辺の景観や環境に影響を与える懸念が生じることから、浸水が予測される時にのみ防潮機能を達成することが可能な防潮堤の提供が望まれている。
Various seawalls have been developed to prevent inundation damage to land facilities due to tsunami, storm surge, heavy rain, and other rising water levels.
If the seawall is a permanently installed structure, the prospects and ventilation will be worse, and there will be concerns that the surrounding landscape and environment will be affected. Providing a possible seawall is desired.

浸水時のみに防潮機能を発揮する防潮堤として、例えば跳ね上げ式の浸水防止装置がある。   As a tide bank that exhibits a tide function only when it is flooded, for example, there is a flip-up type flood prevention device.

しかし、従来の防潮堤では、以下の様な問題が生じる。
(1)跳ね上げ式の防潮堤では、数十cm程度の壁体を構築するに留まるため、数m規模の浸水には対応できない。
(2)高さが数m程度の壁体を備える跳ね上げ式の防潮堤を構築するには、出力の大きい駆動装置を使用する必要が生じるため、設備自体が大がかりとなり、施工コストが高くなってしまう。
However, the following problems arise in the conventional seawall.
(1) With the flip-up type seawall, it is only possible to construct a wall of about several tens of centimeters, and therefore it cannot handle inundation of several meters.
(2) In order to construct a flip-up type seawall with a wall with a height of about several meters, it is necessary to use a drive unit with a large output, so the equipment itself becomes large and the construction cost increases. End up.

したがって、本願発明の目的は、施工コストを過大にすることなく、浸水時のみに自動的に防潮機能を発揮することのできる防潮板の起立構造の提供を目的とするものである。   Accordingly, an object of the present invention is to provide an upright structure of a tide plate that can automatically exhibit the tide function only during flooding without increasing the construction cost.

そこで、本願発明は、防潮板の起立構造であって、防潮板の一端側にフロートを設け且つ他端側には錘を設け、防潮板の下面には、静置状態で力のモーメントが略釣り合う位置に腕部を設け、前記腕部の開放端は、防潮板を回転可能に軸支し、防潮板の下方には、前記フロートを収納しつつ内部に水が流入可能な第1の凹部、及び前記防潮板の回転を所定の位置で遮る第2の凹部を設け、前記第1の凹部への浸水時にフロートが浮上することにより、防潮板の重心を前記錘側に偏心させて該防潮板が自ら回転起立するように構成した、防潮板の起立構造をその要旨とするものである。
また、前記発明において防潮板の他端側と地表との境界部分と、倒伏時における防潮板の重心位置とを跨ぐように、前記防潮板の上面に踏板を配置するよう構成することができる。
Therefore, the present invention is a standing structure of the tide plate, and a float is provided on one end side of the tide plate and a weight is provided on the other end side. An arm portion is provided at a balanced position, and an open end of the arm portion pivotally supports the tide plate so that the tide plate can be rotated. And a second recess that blocks the rotation of the tide plate at a predetermined position, and the float floats when the first recess is submerged, thereby decentering the center of gravity of the tide plate toward the weight side. The gist of the structure is that the tide plate is constructed so that the plate can rotate and stand by itself.
Moreover, in the said invention, it can comprise so that a tread may be arrange | positioned on the upper surface of the said tide plate so as to straddle the boundary part of the other end side of a tide plate and the ground surface, and the gravity center position of the tide plate at the time of a fall.

本願発明によれば、以下の効果のうち、少なくとも何れか一つを得ることができる。
(1)浸水時に防潮板が自動的に起立するため、外的な動力が不要である。
(2)防潮機能の発揮タイミングに人的な判断が不要である。
According to the present invention, at least one of the following effects can be obtained.
(1) Since the tide plate rises automatically during flooding, no external power is required.
(2) No human judgment is required for the timing of the tide function.

本発明の防潮板が倒伏した状態を示す斜視図。The perspective view which shows the state which the tide board of this invention laid down. 本発明の防潮板への浸水初期状態を示す側面図。The side view which shows the water immersion initial state to the tide board of this invention. 本発明の防潮板が起立した状態を示す側面図。The side view which shows the state which the tide board of this invention stood up.

各図面を参照しながら、本発明の防潮板の起立構造について説明する。   The standing structure of the tide plate of the present invention will be described with reference to the drawings.

<1>全体構成
図1は、本発明の防潮板が倒伏した状態を示す斜視図である。
本発明に係る防潮板の起立構造は、回転可能に構成した防潮板1と、前記防潮板1に発生する回転モーメントを制御するためのフロート2及び錘4と、該フロート2又は錘4を収容する第1の凹部又は第2の凹部とを少なくとも含んで構成する。
<1> Overall Configuration FIG. 1 is a perspective view showing a state in which the tide plate according to the present invention is laid down.
The standing structure of the tide plate according to the present invention accommodates the tide plate 1 configured to be rotatable, the float 2 and the weight 4 for controlling the rotational moment generated in the tide plate 1, and the float 2 or the weight 4. And including at least a first recess or a second recess.

<2>防潮板
防潮板1は、起立時にその前面側で津波や高潮を受け止め、背面側への浸水を防止するための略平板状の部材である。
防潮板1は、通常時には倒伏した状態で陸地と同じ高さとなるように地上に格納しておくことで、陸域の利用や景観への影響を最小限としておくことが望ましい。
<2> Tide plate The tide plate 1 is a substantially flat member for receiving a tsunami and a storm surge on the front side of the tide plate 1 when standing to prevent water from entering the back side.
It is desirable that the tide plate 1 is stored on the ground so as to be at the same height as the land in a normally lying state, thereby minimizing the use of the land area and the influence on the landscape.

<3>フロート
フロート2は、浸水時に発生する浮力を用いて防潮板1の重心を偏心させるための部材である。
フロート2は、一般的な浮き部材を用いることができ、起立時における防潮板1の上端側であって且つ浸水の受圧面側に設けておく。
<3> Float The float 2 is a member for decentering the center of gravity of the tide plate 1 using buoyancy generated during flooding.
The float 2 can use a general floating member, and is provided on the upper end side of the tide plate 1 at the time of standing and on the pressure receiving surface side of the submerged water.

<4>第1の凹部
第1の凹部3は、防潮板1の倒伏時に、前記フロート2を格納しておくとともに、浸水を流入させて前記フロート2に浮力を発生させるために防潮板1の下方に設ける。
第1の凹部3は、地表を穿孔して設けても良いし、地上に別途設置した基台を切り欠いて設けても良い。
<4> First concave portion The first concave portion 3 stores the float 2 when the tide plate 1 falls down, and inflow of water to generate buoyancy in the tide plate 1. Provide below.
The first recess 3 may be provided by drilling the ground surface, or may be provided by notching a base separately installed on the ground.

<5>錘
錘4は、防潮板1を起立させる方向への回転モーメントを生じさせる為の部材である。
錘4は、金属その他の周知の材料からなる重量体を用いることができ、起立時における防潮板1の下端側に別部材として設けてもよいし、防潮板1の下端側を別材質とすることによって構成してもよい。
<5> Weight The weight 4 is a member for generating a rotational moment in a direction in which the tide plate 1 is raised.
The weight 4 can be a weight body made of metal or other well-known material, and may be provided as a separate member on the lower end side of the tide plate 1 when standing, or the lower end side of the tide plate 1 may be made of a different material. You may comprise by.

<6>第2の凹部
第2の凹部5は、防潮板1の倒伏時に前記錘4を格納しておき、防潮板1が起立する方向へと回転する際に、防潮板1の下端側及び錘を収納するとともに、該防潮板1及び錘4を所定の位置に位置決めするために防潮板1の下方に設ける。
第2の凹部5は、腕部11を略90度回転可能とする段差を設けておくとともに、当該段差の段差面51に錘が当接した状態で防潮板が略鉛直に起立するように構成する。
第2の凹部5は、地表を穿孔して設けても良いし、地上に別途設置した基台を切り欠いて設けても良い。
<6> Second concave portion The second concave portion 5 stores the weight 4 when the tide plate 1 falls down, and when the tide plate 1 rotates in the direction of standing up, the lower end side of the tide plate 1 and While storing the weight, the tide plate 1 and the weight 4 are provided below the tide plate 1 so as to be positioned at predetermined positions.
The second recess 5 is provided with a step that allows the arm portion 11 to rotate approximately 90 degrees, and the tide plate is erected substantially vertically with the weight in contact with the step surface 51 of the step. To do.
The second recess 5 may be provided by perforating the ground surface, or may be provided by notching a base separately provided on the ground.

<7>腕部
腕部11は防潮板1を回転させるための部材である。
腕部11は防潮板1の倒伏時における該防潮板1の下面に設け、腕部11の解放端には回転軸12を設けて前記第2の凹部5内に配して、防潮板1を回転可能に軸支する。
腕部11の設置位置は、防潮板1の倒伏時において、フロート2と錘4とを備えた防潮板1の回転モーメントが略釣り合う位置であり、図2における時計回りの方向に小さな回転モーメントが働く位置(重心がフロート側にやや偏心した状態)であることが望ましい。
<7> Arm part The arm part 11 is a member for rotating the tide plate 1.
The arm portion 11 is provided on the lower surface of the tide plate 1 when the tide plate 1 is lying down, and a rotary shaft 12 is provided at the open end of the arm portion 11 and is disposed in the second recess 5. It is pivotally supported.
The installation position of the arm portion 11 is a position where the rotational moment of the tide plate 1 provided with the float 2 and the weight 4 is substantially balanced when the tide plate 1 is lying down, and a small rotational moment in the clockwise direction in FIG. It is desirable that it is a working position (the center of gravity is slightly eccentric to the float side).

<8>踏板
踏板6は、防潮板1の倒伏時において、防潮板1の上面に荷重が発生した際に防潮板1が起立する方向へと回転することを防止するための部材である。
踏板6は、防潮板1の錘側端部と地表との境界と、倒伏時における防潮板の重心位置との2点を跨ぐように配置しておくことで、踏板の上面に荷重が発生した場合においても、防潮板1の重心を錘側に偏心させることが無いため、図2における半時計回りの回転モーメントが発生せず、防潮板1の起立を抑制することができる。
<8> Tread plate The tread plate 6 is a member for preventing the tide plate 1 from rotating in a standing direction when a load is generated on the upper surface of the tide plate 1 when the tide plate 1 is lying down.
By placing the tread 6 so as to straddle the boundary between the weight side end of the tide plate 1 and the ground surface and the center of gravity of the tide plate when lying down, a load is generated on the upper surface of the tread plate. Even in this case, since the center of gravity of the tide plate 1 is not decentered to the weight side, the counterclockwise rotation moment in FIG. 2 is not generated, and the rising of the tide plate 1 can be suppressed.

<9>使用方法
以下、図1乃至3を参照しながら本発明に係る防潮板の動作について説明する。
<9> Usage Method Hereinafter, the operation of the tide plate according to the present invention will be described with reference to FIGS.

(1)通常時(図1)
津波・高潮などによる浸水の危険性が無い場合には、防潮板1に係る重心はフロート2側にやや偏心させた状態であるから、防潮板1全体は倒伏した状態となる。このような状態では、防潮板1によって見通しや風通しが妨げられることはない。
(1) Normal time (Figure 1)
When there is no risk of inundation due to tsunami, storm surge, etc., the center of gravity of the tide plate 1 is slightly eccentric to the float 2 side, so that the tide plate 1 as a whole is lying down. In such a state, the tide plate 1 does not prevent the line of sight and ventilation.

(2)浸水時(図2)
浸水Aが発生した初期状態の作用について図2を参照しながら説明する。
津波・高潮などによる浸水が発生した場合には、まず第1の凹部3へと浸水Aが流入する。
前記第1の凹部3へと流入した浸水によってフロート2は浮力を受ける。
フロート2が浮力を受けることにより、防潮板1全体の重心の位置が錘4側へと偏心し、図2において、回転軸12を中心とした反時計回りの方向への回転モーメントが発生する。
防潮板1は前記回転モーメントにより反時計回りに回転し、防潮板1の他端側及び錘4は第2の凹部5内に収納されるとともに、錘4が第2の凹部5内の段差面51に当接することで所定の位置に位置決めされる。
以上の動作によって、防潮板が起立し遮水機能を発揮することができる
(2) When flooded (Figure 2)
The action of the initial state in which the flood A has occurred will be described with reference to FIG.
When inundation due to a tsunami or storm surge occurs, the inundation A flows into the first recess 3 first.
The float 2 receives buoyancy by the water flowing into the first recess 3.
When the float 2 receives buoyancy, the position of the center of gravity of the tide plate 1 as a whole is decentered toward the weight 4 side, and a rotational moment in the counterclockwise direction around the rotation shaft 12 is generated in FIG.
The tide plate 1 rotates counterclockwise by the rotational moment, the other end side of the tide plate 1 and the weight 4 are housed in the second recess 5, and the weight 4 is a stepped surface in the second recess 5. By being in contact with 51, it is positioned at a predetermined position.
By the above operation, the tide plate can stand up and exhibit a water shielding function.

(3)受圧時(図3)
浸水Aがより進んだ場合の作用について図3を参照しながら説明する。
防潮板が起立すると、第2の凹部5は、防潮板1及び錘4によって、防潮板1の前面側の空間52と背面側の空間53とに分断されることとなる。
浸水Aがより進んだ場合には、浸水Aは前記防潮板1の前面側の空間52に流入する。
前記空間52に流入した浸水Aによって防潮板1が水圧を受けると、防潮板1は反時計回りへと回転する力が発生し、錘4は前記段差面51により強く当接することとなり、より強固な止水構造を呈することとなる。
(3) During pressure reception (Fig. 3)
The operation when the water immersion A further proceeds will be described with reference to FIG.
When the tide plate rises, the second recess 5 is divided by the tide plate 1 and the weight 4 into a space 52 on the front side and a space 53 on the back side of the tide plate 1.
When the inundation A further proceeds, the inundation A flows into the space 52 on the front side of the tide plate 1.
When the tide plate 1 is subjected to water pressure by the inundation A flowing into the space 52, the tide plate 1 generates a force that rotates counterclockwise, and the weight 4 comes into stronger contact with the stepped surface 51, which is stronger. It will exhibit a water stop structure.

1 防潮板
11 腕部
12 回転軸
2 フロート
3 第1の凹部
4 錘
5 第2の凹部
51 段差面
6 踏板
A 浸水
DESCRIPTION OF SYMBOLS 1 Tide plate 11 Arm part 12 Rotating shaft 2 Float 3 1st recessed part 4 Weight 5 2nd recessed part 51 Step surface 6 Footboard A Inundation

Claims (2)

防潮板の起立構造であって、
防潮板の一端側にフロートを設け且つ他端側には錘を設け、
防潮板の下面には、静置状態で力のモーメントが略釣り合う位置に腕部を設け、
前記腕部の開放端は、防潮板を回転可能に軸支し、
防潮板の下方には、前記フロートを収納しつつ内部に水が流入可能な第1の凹部、及び前記防潮板の回転を所定の位置で遮る第2の凹部を設け、
前記第1の凹部への浸水時にフロートが浮上することにより、防潮板の重心を前記錘側に偏心させて該防潮板が自ら回転起立するように構成した、
防潮板の起立構造。
A tide plate standing structure,
Provide a float on one end of the tide plate and a weight on the other end,
On the underside of the tide plate, an arm is provided at a position where the moment of force is approximately balanced in a stationary state,
The open end of the arm part pivotally supports the tide plate,
Below the tide plate, there is provided a first recess that allows water to flow into the interior while storing the float, and a second recess that blocks rotation of the tide plate at a predetermined position,
The float floats when it is inundated into the first recess, so that the center of gravity of the tide plate is eccentric to the weight side, and the tide plate is configured to stand up by itself.
Standing structure of tide plate.
前記防潮板の他端側と地表との境界部分と、倒伏時における防潮板の重心位置とを跨ぐように、前記防潮板の上面に踏板を配置してなる、請求項1に記載の防潮板の起立構造。 The tide plate according to claim 1, wherein a tread is arranged on the upper surface of the tide plate so as to straddle a boundary portion between the other end side of the tide plate and the ground surface and a gravity center position of the tide plate at the time of lying down. Standing structure.
JP2009281637A 2009-12-11 2009-12-11 Standing structure of tide plate Expired - Fee Related JP5211026B2 (en)

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