JPH11303049A - Rubber weir - Google Patents
Rubber weirInfo
- Publication number
- JPH11303049A JPH11303049A JP12671898A JP12671898A JPH11303049A JP H11303049 A JPH11303049 A JP H11303049A JP 12671898 A JP12671898 A JP 12671898A JP 12671898 A JP12671898 A JP 12671898A JP H11303049 A JPH11303049 A JP H11303049A
- Authority
- JP
- Japan
- Prior art keywords
- rubber
- inner tube
- weir
- upstream
- outer layer
- 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
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Abstract
Description
【0001】[0001]
【発明の属する技術分野】この発明は、水路を開閉すべ
く水路に設置され、流体の流入排出により膨縮して起伏
するゴム堰に係り、特に、ゴム堰を外層ゴムと内部チュ
ーブの二重構造にして、全倒伏時に転石等により発生す
る衝撃から内部チューブが損傷するのを防ぎ、ゴム堰の
倒伏中に発生するVノッチの発生度合いの低減及びVノ
ッチの深さの軽減、完全倒伏を図るようにしたゴム堰に
関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a rubber dam which is installed in a water channel to open and close the water channel, and expands and contracts due to the inflow and discharge of a fluid. With the structure, the inner tube is prevented from being damaged by the impact caused by the boulders, etc. at the time of full fall. It relates to a rubber weir to be designed.
【0002】[0002]
【従来の技術】従来、用水の取水等のために水路を開閉
すべく水路に設置され、流体例えば空気の流入によって
膨張起立して水路を閉め、流体例えば空気の排出によっ
て縮小倒伏して水路を開く、ゴム堰が知られている。2. Description of the Related Art Conventionally, a channel is installed in a channel to open and close a channel for water intake and the like. The channel is expanded and raised by the inflow of a fluid such as air to close the channel. Open, rubber weirs are known.
【0003】[0003]
【発明が解決しようとする課題】しかしながら、ゴム堰
にあっては、倒伏時に転石によって膜表面が磨耗、損傷
し易くその耐久性が低下し易く、又損傷したゴム堰を取
替交換するためには、水路を一時遮断して流れを止めな
ければならず、非常に面倒であり、コストもかかるなど
の問題があった。However, in the case of a rubber weir, the surface of the membrane is liable to be worn and damaged by the boulders when it is laid down, its durability is apt to be reduced, and it is necessary to replace the damaged rubber weir. However, there was a problem that the waterway had to be temporarily cut off to stop the flow, which was very troublesome and costly.
【0004】また、ゴム堰においては、ゴム堰の倒伏の
過程で、つまり、内部の流体を排出している途中で、ゴ
ム堰の頂部側の一部が局部的にV字状に変形するVノッ
チ現象が発生し、Vノッチ発生箇所から集中して越流水
が下流側に放出されて、Vノッチ発生箇所の下流側水路
の底面を局所的に洗掘して、水路形状を変えてしまうこ
とがあった。In the rubber weir, a part of the top of the rubber weir is locally deformed into a V-shape in the process of falling of the rubber weir, that is, while discharging the internal fluid. Notch phenomenon occurs, overflowing water is concentrated and discharged from the V-notch generation point to the downstream side, and the bottom of the downstream water channel at the V-notch generation point is locally scoured and the channel shape is changed. was there.
【0005】更に、ゴム堰にあっては、倒伏時に内部の
空気が完全に排出されずに残留して、この残留空気によ
ってゴム堰が部分的に浮き上がって、転石からの衝撃を
まともに受けたり航行する船のスクリュー等によって損
傷し易くなるという問題もあった。Further, in the rubber weir, the air inside the rubber weir is not completely exhausted when it falls down, but remains and the rubber weir partially lifts up due to the residual air, and the rubber weir receives the impact from the boulder. There is also a problem that the ship is easily damaged by a screw or the like of the navigating ship.
【0006】この発明は、上記のような課題に鑑み、そ
の課題を解決すべく創案されたものであって、その目的
とするところは、ゴム堰を外層ゴムと内部チューブの二
重構造にして、全倒伏時に転石等により発生する衝撃か
ら内部チューブが損傷するのを防ぎ、ゴム堰の倒伏中に
発生するVノッチの発生度合いの低減及びVノッチの深
さの軽減を図ると共に、完全倒伏を図ることのできるゴ
ム堰を提供することにある。SUMMARY OF THE INVENTION The present invention has been made in view of the above problems, and has been made in order to solve the problems. The object of the present invention is to provide a rubber weir having a double structure of an outer layer rubber and an inner tube. In addition, the inner tube is prevented from being damaged from the impacts caused by the boulders, etc. at the time of full fall, the degree of V notch generated during the fall of the rubber weir and the depth of the V notch are reduced, and complete fall is achieved. It is to provide a rubber weir that can be designed.
【0007】[0007]
【課題を解決するための手段】以上の目的を達成するた
めに、この発明は、水路を開閉すべく水路に設置され、
流体の給排気により膨縮して起伏するゴム堰において、
該ゴム堰を非気密性の外層ゴムと該外層ゴムに包み込ま
れ流体の給排気により膨縮する気密性の内部チューブの
二重構造から構成し、上記外層ゴムを、堰頂付近で連結
され且つ上流側の水路底で固定される上流側ゴムと下流
側ゴムから構成し、上記上流側ゴムを、全倒伏時に転石
等から内部チューブを保護し且つ起立時に内部チューブ
の形状保持及び流下物から保護する耐摩耗性の高いゴム
材から構成し、上記下流側ゴムを、全倒伏時に転石等か
ら上流側ゴムを介して内部チューブに間接的に作用する
衝撃等を緩和吸収する緩衝吸収性の高いゴム材から構成
し、上記内部チューブを、薄厚の柔軟性の高いゴム材か
ら構成した手段よりなるものである。In order to achieve the above object, the present invention is provided in a waterway to open and close the waterway,
In a rubber weir that expands and contracts due to supply and exhaust of fluid,
The rubber weir has a double structure of a non-airtight outer layer rubber and an airtight inner tube wrapped in the outer layer rubber and expanded and contracted by supply and exhaust of fluid, and the outer layer rubber is connected near the top of the weir and Composed of upstream rubber and downstream rubber fixed at the bottom of the waterway on the upstream side, the upstream rubber protects the inner tube from boulders and the like at the time of full fall and protects the shape of the inner tube and protects it from falling down when standing up Highly abrasion-resistant rubber made of a highly wear-resistant rubber material that absorbs shocks that indirectly act on the inner tube via the upstream rubber from boulders or the like at the time of full fall-down. The inner tube is made of a thin, highly flexible rubber material.
【0008】ここで、好ましい態様として、上流側ゴム
と下流側ゴムの堰頂付近の連結は、適当長さの断面コ字
型の連結具でなされ、断面コ字型の連結具には越流水を
水切りするスポイラーが設けられていてもよい。また、
全倒伏時の外層ゴムの上流側ゴムの内面には、内部チュ
ーブを格納する格納空間及び上流側に向かって空間が大
きくなる勾配が形成されると共に、格納空間が部分的に
沈下するのを防ぐ凸部が上流側ゴムの内面には形成され
ていてもよい。In a preferred embodiment, the upstream rubber and the downstream rubber are connected in the vicinity of the top of the weir with a U-shaped connecting member having an appropriate length. A spoiler for draining water may be provided. Also,
On the inner surface of the rubber on the upstream side of the outer layer rubber at the time of full fall, a storage space for storing the inner tube and a gradient where the space becomes larger toward the upstream side are formed, and the storage space is prevented from partially sinking. The protrusion may be formed on the inner surface of the upstream rubber.
【0009】[0009]
【発明の実施の形態】以下、図面に記載の発明の実施の
形態に基づいて、この発明をより具体的に説明する。こ
こで、図1はゴム堰の正面図、図2は図1のA−A矢視
拡大断面図、図3(A)は連結具の平面図、図3(B)
は連結具の側面図、図4は完全倒伏状態のゴム堰の断面
図、図5(A)は外層ゴムの上流側ゴムの部分平面図、
図5(B)は外層ゴムの上流側ゴムの側断面図である。DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, the present invention will be described more specifically based on embodiments of the invention shown in the drawings. Here, FIG. 1 is a front view of the rubber weir, FIG. 2 is an enlarged cross-sectional view taken along the line AA of FIG. 1, FIG. 3 (A) is a plan view of the coupler, and FIG.
4 is a side view of the connecting tool, FIG. 4 is a cross-sectional view of the rubber dam in a completely laid state, FIG. 5 (A) is a partial plan view of the upstream rubber of the outer rubber,
FIG. 5B is a side sectional view of the upstream rubber of the outer rubber.
【0010】図において、ゴム堰1は、用水の取水等の
ために水路2を開閉すべく水路2の幅方向に設置され、
流体例えば空気の供給によって膨張起伏して水路2を閉
め、流体例えば空気の排出によって縮小倒伏して水路2
を開くもので、非気密性の外層ゴム3と該外層ゴム3に
包み込まれ流体の給排気により膨縮する気密性の内部チ
ューブ4の二重構造から構成されている。In FIG. 1, a rubber weir 1 is installed in the width direction of the water channel 2 so as to open and close the water channel 2 for water intake or the like.
The fluid 2 is expanded and undulated by the supply of a fluid such as air to close the channel 2, and the fluid 2 is reduced and laid down by the discharge of the air and the channel 2
It has a double structure of a non-hermetic outer layer rubber 3 and an air-tight inner tube 4 wrapped in the outer layer rubber 3 and expanded and contracted by supply and discharge of a fluid.
【0011】外層ゴム3は、全倒伏中に転石aなどによ
ってゴム堰1の内部チューブ4が損傷するのを防ぎ、併
せてゴム堰1に発生するVノッチの発生度合いの低減及
びVノッチの深さの軽減などを図るために設けられたも
ので、内部チューブ4を包み込むようにして設けられて
いる。The outer rubber layer 3 prevents the inner tube 4 of the rubber weir 1 from being damaged by the boulders a and the like during the entire fall, reduces the degree of occurrence of V notches generated in the rubber weir 1 and reduces the depth of the V notch. This is provided to reduce the size and the like, and is provided so as to surround the inner tube 4.
【0012】外層ゴム3は、堰頂付近で連結され且つ上
流側の水路2の底面2aで固定される上流側ゴム31と
下流側ゴム32から構成されている。上流側ゴム31と
下流側ゴム32から構成される外層ゴム3は非気密性で
あるので、外層ゴム3を水路2の底面2aに固定する場
合に、その取付けが容易になる。The outer rubber 3 is composed of an upstream rubber 31 and a downstream rubber 32 which are connected near the top of the weir and fixed on the bottom surface 2a of the upstream water channel 2. Since the outer rubber layer 3 composed of the upstream rubber 31 and the downstream rubber 32 is non-hermetic, when the outer rubber 3 is fixed to the bottom surface 2a of the water channel 2, its attachment becomes easy.
【0013】上流側ゴム31は、ゴム堰1が起立して水
路2を閉じているときには水路2の上流側に臨む側で、
又全倒伏時には内部チューブ4の上面側を覆って転石a
等から内部チューブ4を保護し、起立時に内部チューブ
4の形状保持及び流下物から保護する耐摩耗性の高いゴ
ム材から構成されている。The upstream rubber 31 is a side facing the upstream side of the water channel 2 when the rubber weir 1 stands and closes the water channel 2.
At the time of full fall, the upper side of the inner tube 4 is covered with a boulder a
The inner tube 4 is made of a highly wear-resistant rubber material that protects the inner tube 4 from the like and protects the shape of the inner tube 4 when standing up and protects the inner tube 4 from falling down.
【0014】また、全倒伏時の上流側ゴム31の内面つ
まり内部チューブ4の上面側には、内部チューブ4を格
納する格納空間31aが設けられている。格納空間31
aは全倒伏時に上流側ゴム31の内面となる天井面が水
路2の上流側に向かって空間が大きくなる勾配面31b
に形成されている。A storage space 31a for storing the inner tube 4 is provided on the inner surface of the upstream rubber 31 in the full fall state, that is, on the upper surface side of the inner tube 4. Storage space 31
a is a slope surface 31b in which the ceiling surface serving as the inner surface of the upstream rubber 31 increases in space toward the upstream side of the water channel 2 at the time of full fall.
Is formed.
【0015】この勾配面31bは倒伏時に上流側ゴム3
1が内部チューブ4を押圧した際に、内部チューブ4の
内部の空気が上流側寄りに設けられた給排気口部41側
に向けて押し出され易いように設けられたものである。When the slope 31b is laid down, the upstream rubber 3
1 is provided so that when the inner tube 4 is pressed, the air inside the inner tube 4 is easily pushed out toward the air supply / exhaust port 41 provided near the upstream side.
【0016】全倒伏時に上流側ゴム31の内面となる格
納空間31aの内部の高さは、空気が排出されて完全な
偏平状態の内部チューブ4の厚みに余裕を加えた量であ
り、空気が排出されて完全な偏平状態の内部チューブ4
は全倒伏時にこの格納空間31aの内部にすっぽりと格
納される。The height inside the storage space 31a, which is the inner surface of the upstream rubber 31 at the time of full fall, is an amount obtained by adding a margin to the thickness of the completely flat inner tube 4 from which air is discharged. Discharged and perfectly flat inner tube 4
Is completely stored inside the storage space 31a when the bed is completely collapsed.
【0017】全倒伏時に上流側ゴム31の内面となる格
納空間31aの勾配面31bには、複数の凸部31cが
下向きに適当間隔で縦横に形成されている。各凸部31
cは、その下端が全倒伏時に偏平状態の内部チューブ4
の上面に当接して偏平状態の内部チューブ4によって支
持されて、格納空間31aが部分的に沈下するのを防い
でいる。A plurality of convex portions 31c are formed vertically and horizontally at appropriate intervals on the inclined surface 31b of the storage space 31a which becomes the inner surface of the upstream rubber 31 at the time of full fall. Each convex part 31
c is an inner tube 4 whose lower end is in a flat state when fully laid down.
And is supported by the flat inner tube 4 in contact with the upper surface of the storage space 31 to prevent the storage space 31a from partially sinking.
【0018】下流側ゴム32は、ゴム堰1が起立して水
路2を閉じているときには水路2の下流側に臨む側で、
又全倒伏時には内部チューブ4の下面側に位置して内部
チューブ4が水路2の底面2aに直に当接するのを防い
で保護するものであり、全倒伏時に転石a等から上流側
ゴム31を介して内部チューブ4に間接的に作用する衝
撃等を緩和吸収する緩衝吸収性の高いゴム材から構成さ
れている。The downstream rubber 32 faces the downstream side of the water channel 2 when the rubber weir 1 stands and closes the water channel 2.
In addition, when fully lying down, it is located on the lower surface side of the inner tube 4 to prevent the inner tube 4 from directly abutting on the bottom surface 2a of the water channel 2 and protect the upstream rubber 31 from the boulders a etc. It is made of a rubber material having a high cushioning and absorbing property that absorbs and absorbs an impact or the like indirectly acting on the inner tube 4 through the inner tube 4.
【0019】上流側ゴム31と下流側ゴム32は、全倒
伏時において、水路2の下流側に向けて倒伏して偏平状
態になり、上下の上流側ゴム31の格納空間31aと下
流側ゴム32との間に、排気して偏平状態になった内部
チューブ4を格納保護する。また、全倒伏時において
は、上流側ゴム31と下流側ゴム32は、その水路2の
流水方向の長さは同一になっていて、水路2の流水方向
の両端側で連結されている。At the time of full fall, the upstream rubber 31 and the downstream rubber 32 fall down toward the downstream side of the water channel 2 to be flattened, and the storage space 31a of the upper and lower upstream rubbers 31 and the downstream rubber 32 During this time, the inner tube 4 that has been exhausted and is in a flat state is stored and protected. Also, at the time of full fall, the upstream rubber 31 and the downstream rubber 32 have the same length in the flowing water direction of the water passage 2 and are connected at both ends in the flowing water direction of the water passage 2.
【0020】このうち、全倒伏時においては下流端側と
なり、起立時には上流側ゴム31と下流側ゴム32の堰
頂付近となる箇所は、適当長さの断面コ字型の連結具3
3で連結されている。即ち、上流側ゴム31及び下流側
ゴム32を下流側に向け、上流側ゴム31を上側、下流
側ゴム32を下側に上下に重ねた状態で、断面コ字型の
連結具33で連結されている。連結具33は水路2の幅
方向に取付けられている。Of these, a portion which is on the downstream end side when fully lying down and near the top of the upstream rubber 31 and the downstream rubber 32 when standing up is a connecting member 3 having an appropriate length and a U-shaped cross section.
3 That is, the upstream rubber 31 and the downstream rubber 32 are directed to the downstream side, the upstream rubber 31 is placed on the upper side, and the downstream rubber 32 is placed on the lower side. ing. The connecting member 33 is attached in the width direction of the water channel 2.
【0021】この断面コ字型の連結具33には越流水を
水切りするスポイラー34が適宜設けられている。スポ
イラー34には下流側に向けて鋭角状に尖った形状のも
のが使用されている。スポイラー34は、上流側ゴム3
1と下流側ゴム32とを連結する断面コ字型の連結具3
3を越流する水流方向を変化させる役目を果たす。The connecting member 33 having a U-shaped cross section is provided with a spoiler 34 for draining overflow water. The spoiler 34 has a sharp pointed shape toward the downstream side. The spoiler 34 is used for the upstream rubber 3
Connector 3 having a U-shaped cross section for connecting 1 and downstream rubber 32
It serves to change the direction of the water flowing over 3.
【0022】このスポイラー34によって越流水の水流
方向が変化して、水路2の幅方向で越流水の水切りが行
われ、水切り箇所から大気が越流箇所の下方に流入し
て、越流箇所の下方の圧力を大気圧にして負圧になるの
が防がれて、負圧に起因して発生するゴム堰1の振動が
防止される。The direction of overflow of the overflow water is changed by the spoiler 34, and the overflow of the overflow water is drained in the width direction of the water channel 2, and the air flows in from the drain point to below the overflow point, and the overflow point is removed. It is prevented that the lower pressure becomes the atmospheric pressure to become a negative pressure, and the vibration of the rubber weir 1 generated due to the negative pressure is prevented.
【0023】また、全倒伏時においては上流端側とな
り、起立時には上流側ゴム31と下流側ゴム32の下端
付近となる箇所は、水路2の底面2aにアンカー2bな
どによって固定されている。即ち、上流側ゴム31及び
下流側ゴム32を下流側に向け、上流側ゴム31を上
側、下流側ゴム32を下側に上下に重ねた状態で、アン
カー2bなどによって水路2の底面2aに固定されてい
る。Further, the portion which is on the upstream end side when fully lying down and near the lower ends of the upstream rubber 31 and the downstream rubber 32 when standing up is fixed to the bottom surface 2a of the water channel 2 by an anchor 2b or the like. That is, the upstream rubber 31 and the downstream rubber 32 are directed to the downstream side, the upstream rubber 31 is placed on the upper side, and the downstream rubber 32 is placed on the lower side, and fixed to the bottom surface 2a of the water channel 2 by the anchor 2b or the like. Have been.
【0024】内部チューブ4は、流体例えば空気の給排
気によって膨縮するゴム製袋体から形成されている。内
部チューブ4はその外側の外層ゴム3によって、倒伏時
には水路2の下流側に向けて倒伏するように保持され、
又流体が供給されて膨張する内部チューブ4は起立して
外層ゴム3を水路2の上流側に向けて起立させるように
外層ゴム3によって保持されている。The inner tube 4 is formed of a rubber bag which expands and contracts by supply and exhaust of a fluid such as air. The inner tube 4 is held by the outer rubber layer 3 on the outside so as to lie down on the downstream side of the water channel 2 when it lays down,
The inner tube 4 to which the fluid is supplied and expands is held by the outer rubber 3 so as to rise and raise the outer rubber 3 toward the upstream side of the water channel 2.
【0025】内部チューブ4は水路2の上流側寄りに給
排気口部41が設けられていて、この給排気口部41を
通じて、内部チューブ4の内部に流体としての例えば空
気が供給され、又内部の流体としての空気が排出され
る。この給排気口部41は流体を供給及び排出する図示
しないポンプによって流体としての例えば空気が供給及
び排出される構造になっている。The inner tube 4 is provided with a supply / exhaust port 41 near the upstream side of the water channel 2, and through this supply / exhaust port 41, for example, air as a fluid is supplied to the inside of the inner tube 4. The air as the fluid is discharged. The supply / exhaust port 41 has a structure in which, for example, air as a fluid is supplied and discharged by a pump (not shown) that supplies and discharges the fluid.
【0026】次に、上記発明の実施の形態の構成に基づ
く作用について以下説明する。起立して水路2を閉じて
いたゴム堰1を倒伏させて水路2を開く場合には、ゴム
堰1の内部チューブ4の内部の流体例えば空気を、図示
しないポンプ及び給排気口部41を利用して大気中に排
出させる。Next, the operation based on the configuration of the embodiment of the present invention will be described below. When the water channel 2 is opened by lowering the rubber weir 1 that has been standing up and closing the water channel 2, the fluid inside the inner tube 4 of the rubber weir 1, for example, air, is used by using a pump and a supply / exhaust port 41 (not shown). And release it into the atmosphere.
【0027】ゴム堰1の内部チューブ4の内部の空気が
排出され始めると、内部チューブ4は外層ゴム3の上流
側ゴム31と下流側ゴム32によってサンドイッチ状に
挟まれているので、膨張していたゴム堰1の内部チュー
ブ4は外側の外層ゴム3の上流側ゴム31と下流側ゴム
32によって挟圧されて次第に偏平状に収縮し始めて、
ゴム堰1は水路2の下流側に向けて倒伏し始める。When the air inside the inner tube 4 of the rubber weir 1 begins to be discharged, the inner tube 4 is inflated because it is sandwiched between the upstream rubber 31 and the downstream rubber 32 of the outer rubber 3. The inner tube 4 of the rubber weir 1 is pinched by the upstream rubber 31 and the downstream rubber 32 of the outer rubber layer 3, and gradually contracts in a flat shape,
The rubber weir 1 starts falling down toward the downstream side of the water channel 2.
【0028】この場合において、下流側に向けて倒伏し
ながら縮小する内部チューブ4は、外層ゴム3の上流側
ゴム31の勾配面31bによって、水路2の下流側から
上流側に向けて押圧され、内部の空気は上流側寄りに向
けて移動する。内部チューブ4の上流側寄りには給排気
口部41が設けられていて、内部の空気はスムーズに給
排気口部41に向けて移動して、給排気口部41から内
部チューブ4の外部に排出され、内部チューブ4にスム
ーズに収縮し、内部チューブ4の内部に残留空気が残る
のが回避される。In this case, the inner tube 4 that contracts while falling down toward the downstream side is pressed from the downstream side of the water channel 2 to the upstream side by the slope 31 b of the upstream side rubber 31 of the outer layer rubber 3, The air inside moves toward the upstream side. An air supply / exhaust port 41 is provided near the upstream side of the inner tube 4, and the internal air smoothly moves toward the air supply / exhaust port 41, and flows from the air supply / exhaust port 41 to the outside of the inner tube 4. It is discharged and contracts smoothly into the inner tube 4, so that the remaining air inside the inner tube 4 is avoided.
【0029】そして、内部チューブ4の内部の空気が給
排気口部41から排出されると、内部チューブ4は偏平
状態になる。この場合、偏平状態になった内部チューブ
4は、上部側の上流側ゴム31の格納空間31aの内部
に入り、又内部チューブ4の下面は下流側ゴム32の上
面に当接した状態になって、上下の上流側ゴム31と下
流側ゴム32によって完全に保護されて、転石a等によ
って損傷するのが防がれる。When the air inside the inner tube 4 is exhausted from the air supply / exhaust port 41, the inner tube 4 becomes flat. In this case, the flattened inner tube 4 enters the storage space 31a of the upper upstream rubber 31 and the lower surface of the inner tube 4 comes into contact with the upper surface of the downstream rubber 32. Is completely protected by the upper and lower upstream rubbers 31 and the downstream rubbers 32, and is prevented from being damaged by the boulders a and the like.
【0030】また、ゴム堰1が倒伏する場合に、ゴム堰
1の越流箇所となる部分には断面コ字状の連結具33が
水路2の幅方向に取付けられているので、Vノッチが発
生し難くなり、又Vノッチが発生しても深いVノッチが
発生し難くなる。Further, when the rubber weir 1 falls down, a connecting member 33 having a U-shaped cross section is attached to a portion which becomes an overflow point of the rubber weir 1 in the width direction of the water channel 2. It hardly occurs, and even if a V notch occurs, a deep V notch hardly occurs.
【0031】また、ゴム堰1の越流箇所となる部分に取
付けられた断面コ字状の連結具33にはスポイラー34
が形成されているので、このスポイラー34によって水
切りが行われ、水切り箇所から大気が越流箇所の下方に
流入して、越流箇所の下方の圧力を大気圧にして負圧に
なるのが防がれて、負圧に起因して発生するゴム堰1の
振動が防止される。A spoiler 34 is attached to a connecting member 33 having a U-shaped cross section attached to a portion of the rubber weir 1 which will be an overflow point.
Is formed, so that the spoiler 34 drains the water, and prevents the air from flowing into the area below the overflow point from the drainage point, thereby preventing the pressure below the overflow point from becoming atmospheric pressure and becoming a negative pressure. As a result, the vibration of the rubber weir 1 generated due to the negative pressure is prevented.
【0032】なお、この発明は上記発明の実施の形態に
限定されるものではなく、この発明の精神を逸脱しない
範囲で種々の改変をなし得ることは勿論である。It should be noted that the present invention is not limited to the above embodiment of the present invention, and it is needless to say that various modifications can be made without departing from the spirit of the present invention.
【0033】[0033]
【発明の効果】以上の記載より明らかなように、この発
明に係るゴム堰によれば、ゴム堰を外層ゴムと内部チュ
ーブの二重構造から構成し、外層ゴムを耐摩耗性の高い
上流側ゴムと緩衝吸収性の下流側ゴムから構成すること
により、上流側ゴムによって、全倒伏時に転石等から内
部チューブを保護することができると共に、起立時に内
部チューブの形状保持及び流下物から保護することがで
き、下流側ゴムによって、全倒伏時に転石等から上流側
ゴムを介して内部チューブに間接的に作用する衝撃等を
緩和吸収して内部チューブを保護することができる。ま
た、外層ゴムの上流側ゴムと下流側ゴムを水路底で固定
するので、ゴム堰の水路底への固定部は従来製品のよう
に固定機能と機密機能とを兼合わせる必要がなく、ゴム
堰の水路底への固定構造を簡素化することができる。し
かも、外層ゴムの上流側ゴムと下流側ゴムは堰頂付近で
連結されるので、Vノッチの発生度合いの低減及びVノ
ッチの深さの軽減を図ることができる。更に、内部チュ
ーブは薄厚の柔軟性の高いゴム材から構成されているの
で、全倒伏近くで先端に発生し易い残留空気を外層ゴム
が平面状になろうとする復元力を利用して給排気口部へ
導き完全倒伏を図ることができると共に、薄厚なので補
修も容易となる。更にまた、外層ゴムは連結具を外すこ
とによって、上流側ゴムと下流側ゴムに分割できるの
で、内部の内部チューブの点検補修又はその交換が容易
にできる。As is apparent from the above description, according to the rubber weir according to the present invention, the rubber weir has a double structure of the outer layer rubber and the inner tube, and the outer layer rubber is formed on the upstream side having high wear resistance. By comprising rubber and the buffer-absorbing downstream rubber, the upstream rubber can protect the inner tube from rolling stones etc. at the time of full fall, and also maintain the shape of the inner tube when standing up and protect it from falling objects The inner rubber can be protected by the downstream rubber by absorbing and absorbing shocks and the like indirectly acting on the inner tube from the boulders and the like via the upstream rubber at the time of full fall. In addition, since the upstream rubber and the downstream rubber of the outer rubber are fixed at the bottom of the water channel, the fixing portion of the rubber weir to the water channel bottom does not need to combine the fixing function and the confidential function unlike the conventional product. Can be simplified in the fixing structure to the water channel bottom. Moreover, since the upstream rubber and the downstream rubber of the outer rubber are connected near the top of the weir, it is possible to reduce the degree of occurrence of the V notch and the depth of the V notch. Furthermore, since the inner tube is made of a thin, highly flexible rubber material, the air supply / exhaust port uses the restoring force of the outer layer rubber to make the residual air which tends to be generated at the tip near the entire sloping state become flat. It can be guided to the part and complete laying down, and it is thin and easy to repair. Furthermore, since the outer layer rubber can be divided into the upstream side rubber and the downstream side rubber by removing the connecting member, inspection and repair of the inner tube or replacement thereof can be easily performed.
【0034】また、請求項2のように、上流側ゴムと下
流側ゴムの堰頂付近の連結は、適当長さの断面コ字型の
剛性連結具でなされ、断面コ字型の連結具には越流水を
水切りするスポイラーが設けられている場合には、剛性
連結具によって水路幅方向の曲げ剛性が更に向上し、V
ノッチの発生度合いの低減及びVノッチの深さの軽減を
更に図ることができる。しかも、スポイラーによって、
越流部の下方にも大気が十分に流入して、越流部の下方
側が負圧になるのを防ぐことができ、これにより、越流
部の下方側が負圧になることに起因して発生するゴム堰
の振動を防ぐことができる。Further, the connection between the upstream rubber and the downstream rubber in the vicinity of the weir is made by a rigid connector having a U-shaped cross section of an appropriate length. When a spoiler for draining overflow water is provided, the bending rigidity in the width direction of the water channel is further improved by the rigid connector,
The notch generation degree and the V-notch depth can be further reduced. Moreover, with the spoiler,
It is possible to prevent the atmosphere from flowing sufficiently below the overflow section and to prevent the lower side of the overflow section from becoming a negative pressure. The generated vibration of the rubber weir can be prevented.
【0035】また、請求項3のように、全倒伏時の外層
ゴムの上流側ゴムの内面には、内部チューブを格納する
格納空間及び上流側に向かって空間が大きくなる勾配が
形成されると共に、格納空間が部分的に沈下するのを防
ぐ凸部が上流側ゴムの内面には形成されている場合に
は、内部チューブの残留空気を固定部側の給排気口部へ
導き易くなって、内部チューブに残留空気が残るのを防
ぐことができ、残留空気が残ることに起因して生じるト
ラブル、例えばゴム堰が部分的に浮き上がって、転石か
らの衝撃をまともに受けたり航行する船のスクリュー等
によって損傷するなどのトラブルの発生を未然に防ぐこ
とができる。また、上流側ゴムの内面に形成した凸部に
よって格納空間が部分的に沈下するのを防ぐことができ
る。Further, a gradient is formed on the inner surface of the rubber on the upstream side of the outer layer rubber at the time of full fall as a storage space for storing the internal tube and a space increasing toward the upstream side. If a convex portion that prevents the storage space from partially sinking is formed on the inner surface of the upstream rubber, it becomes easier to guide residual air in the inner tube to the supply / exhaust port on the fixed portion side, Residual air can be prevented from remaining in the inner tube, trouble caused by remaining air, for example, a rubber weir partially lifts up and receives the impact from boulders or the screw of a navigating ship It is possible to prevent the occurrence of troubles such as damage due to the above. In addition, it is possible to prevent the storage space from partially sinking due to the convex portion formed on the inner surface of the upstream rubber.
【図1】この発明の実施の形態を示すゴム堰の正面図で
ある。FIG. 1 is a front view of a rubber weir showing an embodiment of the present invention.
【図2】図1のA−A矢視拡大断面図である。FIG. 2 is an enlarged sectional view taken on line AA of FIG. 1;
【図3】(A)はこの発明の実施の形態を示す連結具の
平面図である。(B)はこの発明の実施の形態を示す連
結具の側面図である。FIG. 3A is a plan view of a coupler showing an embodiment of the present invention. (B) is a side view of the coupler showing the embodiment of the present invention.
【図4】この発明の実施の形態を示す完全倒伏状態のゴ
ム堰の断面図である。FIG. 4 is a cross-sectional view of the rubber weir in a completely laid state showing the embodiment of the present invention.
【図5】(A)はこの発明の実施の形態を示す外層ゴム
の上流側ゴムの部分平面図である。(B)はこの発明の
実施の形態を示す外層ゴムの上流側ゴムの側断面図であ
る。FIG. 5 (A) is a partial plan view of the upstream rubber of the outer rubber showing the embodiment of the present invention. (B) is a side sectional view of the upstream rubber of the outer layer rubber showing the embodiment of the present invention.
【符号の説明】 1 ゴム堰 2 水路 2a 底面 2b アンカー 3 外層ゴム 31 上流側ゴム 31a 格納空間 31b 勾配面 31c 凸部 32 下流側ゴム 33 連結具 34 スポイラー 4 内部チューブ 41 給排気口部 a 転石[Description of Signs] 1 Rubber weir 2 Water channel 2a Bottom surface 2b Anchor 3 Outer rubber 31 Upstream rubber 31a Storage space 31b Slope 31c Convex portion 32 Downstream rubber 33 Connecting tool 34 Spoiler 4 Inner tube 41 Supply / exhaust port section a Roller
Claims (3)
の給排気により膨縮して起伏するゴム堰において、該ゴ
ム堰を非気密性の外層ゴムと該外層ゴムに包み込まれ流
体の給排気により膨縮する気密性の内部チューブの二重
構造から構成し、上記外層ゴムを、堰頂付近で連結され
且つ上流側の水路底で固定される上流側ゴムと下流側ゴ
ムから構成し、上記上流側ゴムを、全倒伏時に転石等か
ら内部チューブを保護し且つ起立時に内部チューブの形
状保持及び流下物から保護する耐摩耗性の高いゴム材か
ら構成し、上記下流側ゴムを、全倒伏時に転石等から上
流側ゴムを介して内部チューブに間接的に作用する衝撃
等を緩和吸収する緩衝吸収性の高いゴム材から構成し、
上記内部チューブを、薄厚の柔軟性の高いゴム材から構
成したことを特徴とするゴム堰。1. A rubber dam which is installed in a water channel to open and close a water channel and expands and contracts by supply and exhaust of a fluid, wherein the rubber weir is wrapped in a non-airtight outer layer rubber and the outer layer rubber to supply a fluid. A double structure of an airtight inner tube that expands and contracts due to exhaust gas, and the outer layer rubber is configured by an upstream rubber and a downstream rubber connected near the top of the weir and fixed at an upstream water channel bottom, The upstream rubber is made of a highly wear-resistant rubber material that protects the inner tube from boulders and the like at the time of full fall, and maintains the shape of the inner tube at the time of standing and protects it from falling down. It is composed of a rubber material with high shock absorbing property that absorbs shocks that indirectly act on the inner tube from the boulders etc. via the rubber on the upstream side,
A rubber dam, wherein the inner tube is made of a thin and highly flexible rubber material.
結は、適当長さの断面コ字型の連結具でなされ、断面コ
字型の連結具には越流水を水切りするスポイラーが設け
られている請求項1記載のゴム堰。2. The connection between the upstream rubber and the downstream rubber near the top of the weir is made by a connecting member having a U-shaped cross section of an appropriate length, and a spoiler for draining overflow water is provided on the connecting member having a U-shaped cross section. The rubber weir according to claim 1, wherein the rubber weir is provided.
には、内部チューブを格納する格納空間及び上流側に向
かって空間が大きくなる勾配が形成されると共に、格納
空間が部分的に沈下するのを防ぐ凸部が上流側ゴムの内
面には形成されている請求項1記載のゴム堰。3. A storage space for storing the inner tube and a gradient in which the space increases toward the upstream side are formed on the inner surface of the rubber on the upstream side of the outer layer rubber at the time of full fall, and the storage space is partially formed. The rubber weir according to claim 1, wherein a convex portion for preventing sinking is formed on an inner surface of the upstream rubber.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12671898A JPH11303049A (en) | 1998-04-20 | 1998-04-20 | Rubber weir |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12671898A JPH11303049A (en) | 1998-04-20 | 1998-04-20 | Rubber weir |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH11303049A true JPH11303049A (en) | 1999-11-02 |
Family
ID=14942159
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP12671898A Pending JPH11303049A (en) | 1998-04-20 | 1998-04-20 | Rubber weir |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH11303049A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009191545A (en) * | 2008-02-15 | 2009-08-27 | Marsima Aqua System Corp | Lifting gate |
JP2012140840A (en) * | 2010-12-14 | 2012-07-26 | Marsima Aqua System Corp | Flap gate |
US9028170B2 (en) | 2001-07-09 | 2015-05-12 | Henry K. Obermeyer | Water control apparatus |
CN107152011A (en) * | 2017-06-01 | 2017-09-12 | 烟台华卫橡胶科技有限公司 | A kind of air bag with inner bag |
KR20240142113A (en) | 2023-03-21 | 2024-09-30 | 한국철도기술연구원 | Precast concrete track of bedding layer bonding type, and construction method for the same |
-
1998
- 1998-04-20 JP JP12671898A patent/JPH11303049A/en active Pending
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US9028170B2 (en) | 2001-07-09 | 2015-05-12 | Henry K. Obermeyer | Water control apparatus |
US9765495B2 (en) | 2001-07-09 | 2017-09-19 | Henry K. Obermeyer | Water control apparatus |
US10370813B2 (en) | 2001-07-09 | 2019-08-06 | Henry K. Obermeyer | Water control apparatus |
JP2009191545A (en) * | 2008-02-15 | 2009-08-27 | Marsima Aqua System Corp | Lifting gate |
JP2012140840A (en) * | 2010-12-14 | 2012-07-26 | Marsima Aqua System Corp | Flap gate |
CN107152011A (en) * | 2017-06-01 | 2017-09-12 | 烟台华卫橡胶科技有限公司 | A kind of air bag with inner bag |
KR20240142113A (en) | 2023-03-21 | 2024-09-30 | 한국철도기술연구원 | Precast concrete track of bedding layer bonding type, and construction method for the same |
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