JPS59145812A - Baggy valve of culvert - Google Patents

Baggy valve of culvert

Info

Publication number
JPS59145812A
JPS59145812A JP58016288A JP1628883A JPS59145812A JP S59145812 A JPS59145812 A JP S59145812A JP 58016288 A JP58016288 A JP 58016288A JP 1628883 A JP1628883 A JP 1628883A JP S59145812 A JPS59145812 A JP S59145812A
Authority
JP
Japan
Prior art keywords
culvert
bag
valve
baggy
valve body
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
JP58016288A
Other languages
Japanese (ja)
Inventor
Takeo Muramatsu
村松 建夫
Yasushi Enami
江波 康
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.)
Bridgestone Corp
Original Assignee
Bridgestone Corp
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 Bridgestone Corp filed Critical Bridgestone Corp
Priority to JP58016288A priority Critical patent/JPS59145812A/en
Publication of JPS59145812A publication Critical patent/JPS59145812A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F7/00Other installations or implements for operating sewer systems, e.g. for preventing or indicating stoppage; Emptying cesspools
    • E03F7/02Shut-off devices
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16KVALVES; TAPS; COCKS; ACTUATING-FLOATS; DEVICES FOR VENTING OR AERATING
    • F16K7/00Diaphragm valves or cut-off apparatus, e.g. with a member deformed, but not moved bodily, to close the passage ; Pinch valves
    • F16K7/10Diaphragm valves or cut-off apparatus, e.g. with a member deformed, but not moved bodily, to close the passage ; Pinch valves with inflatable member

Abstract

PURPOSE:To make the opening and closing of a culvert easier by providing a highly flexible and flatly contractible baggy body in the culvert. CONSTITUTION:The lapped open edges 6 of a baggy valve 5 are contacted with the bottom 2a and both sides 2b of the inside of a culvert 2 and then water- tightly attached with anchor bolts 8 and nuts 9 through a presser metal 7. When closing the culvert 2, the baggy valve 5 is inflated with air through an air supply and discharge valve 10, and also when opening the culvert 2, the air in the baggy valve 5 is discharged. The lowering of the function of the valve by foreign matters in the culvert 2 can thus be prevented.

Description

【発明の詳細な説明】 本発明は暗渠の開閉を行なう袋状体弁に関するものであ
る。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a bag-like valve for opening and closing an underdrain.

通常ダムと称せられる止水堰では、建設後、成る期間を
経過すると土砂が堆積し、貯水量が減少して止水堰の機
能が著しく損なわれる。
In cut-off weirs, commonly referred to as dams, after a period of time has elapsed after construction, earth and sand accumulates, reducing the amount of water stored and significantly impairing the function of the cut-off weir.

このような不都合を解消するために、従来では、第1図
に図示するように、ダム底部を貫通する暗’101にシ
ール部02を形成し、同シール部02に弁体03の外側
壁04を接触させることにより、水密にシールしている
ため、暗lotにシール部02である堀り込みン一体に
または別体のものにより形成する必要があった。そのた
め弁体03を上方にスライドさせて、仕切弁ビ開いて、
土砂等の堆積物を流した後、前記弁体03乞閉塞しよう
とするとき、ソール部02に嵌まり込んだ土砂等が弁体
03の閉塞を妨げることがあった。また前記ソール部0
2に若干の土砂をかみ込み、このため弁体03をほぼ閉
塞できても、完全なソールができない状態になることも
あった。
In order to eliminate such inconveniences, conventionally, as shown in FIG. Since a watertight seal is achieved by contacting the sealing portion 02, it is necessary to form the sealing portion 02 in the dark lot either integrally or separately. Therefore, slide the valve body 03 upward, open the gate valve,
When attempting to close the valve body 03 after flushing away deposits such as earth and sand, the earth and sand stuck in the sole portion 02 may prevent the valve body 03 from being closed. In addition, the sole portion 0
2, and even if the valve body 03 was almost completely occluded, a complete sole could not be formed.

しかるにバタフライ弁を用いれば、シール部ニ堀り込み
t必要としないため、前記したような事態を避けること
はできるが、同バタフライ弁においては\弁ビ開いたと
きでも弁体は暗(中に存し、このため流出する土砂など
が弁体に衝接し、長期間の使用により弁体が摩耗したり
、ときには転石の衝突によって弁体が損傷するおそれが
あった。
However, if a butterfly valve is used, the above-mentioned situation can be avoided because there is no need to dig into the seal part. As a result, there was a risk that the flowing earth and sand would collide with the valve body, causing the valve body to wear out over a long period of use, or even being damaged by collisions with boulders.

以上の従来例においては、ダムのゲートバルブに関して
説明したが、発電所の沈砂池や水道用の沈砂池に用いら
れるゲートバルブにおいても同様の問題があった。
Although the above conventional examples have been explained with respect to gate valves for dams, similar problems also occur in gate valves used in sand settling basins of power plants and sand settling basins for water supply.

本発明は、このような欠点を除去した暗渠の弁−の発明
に係り、可撓性膜を2つ折りに重ねて袋状体を形成し、
同袋状体の重ね合せ縁を、暗渠の内周面または一部内周
面の上流側に水密に付着し、同袋状体に流体を充填し膨
張させて暗壕を閉塞し、あるいは排出して同暗シ果を開
放する手段を設けたことを特級とするもので、その目的
とする処は、暗渠中の異物により〜弁機能の低下のない
袋状体弁な供する点にある。
The present invention relates to the invention of an underdrain valve that eliminates such drawbacks, in which a flexible membrane is folded in half to form a bag-like body,
The overlapping edges of the bag-like body are watertightly attached to the upstream side of the inner circumferential surface or a part of the inner circumferential surface of the culvert, and the bag-like body is filled with fluid and inflated to close or drain the culvert. The special feature is that a means for opening the underdrain is provided, and its purpose is to provide a bag-like valve whose valve function will not be impaired by foreign matter in the underdrain.

本発明は、前記したように可撓性膜を2つ折りに重ねて
袋状体を形成し、同袋状体の重ね合せ縁Ys 暗4の内
周面または一部内周面の上流側に水密に付層し、同袋状
体に流体を充填し膨張ぎせて暗炎を閉塞し、あるいは排
出して同暗麦奢開放する手段を設けたため、前記袋状体
に流体を充填して同袋状体を膨張ぎせれば、同袋状体の
暗渠中心側面な相互に密接させて・前記暗渠を確実に密
閉することができる。
As described above, the present invention forms a bag-like body by folding the flexible membranes in half, and the overlapping edge Ys of the bag-like body has a watertight seal on the inner circumferential surface or a part of the inner circumferential surface upstream of the inner circumferential surface. The bag-like body is filled with fluid and inflated to close the dark flame, or is discharged to open the dark flame. By inflating the bag-like body, the central sides of the underdrain of the bag-like body can be brought into close contact with each other and the underdrain can be reliably sealed.

また本発明においては、前記流体を充填した袋状体より
流体を排出させれば、前記袋状体を収縮させて暗渠ヲ開
放させろことかできる。
Further, in the present invention, by discharging the fluid from the bag-like body filled with the fluid, the bag-like body can be contracted and the underdrain can be opened.

このように本発明においては、前記袋状体を単に膨張:
fT−は収縮させるだけで、前記暗渠聯開閉を極めて容
易に行なうことができる。
In this way, in the present invention, the bag-like body is simply expanded:
The underdrain connection can be opened and closed extremely easily simply by contracting fT-.

また本発明でCま、暗渠を可撓性に富んだ袋状体弁で閉
塞するようにしたため、小ぎな異物が同袋状体弁に挾ま
れても、この異物に関係なく、水密ビ保持しうろ。
In addition, in the present invention, the underdrain is closed with a highly flexible bag-like valve, so even if a small foreign object is caught in the bag-like valve, the watertight pipe will be maintained regardless of the foreign object. Shiuro.

ざらに本発明においては、前記暗渠内に、可撓性に富み
扁平に収縮しうる袋状体を敷設しただけであるので、前
記暗渠開放時には、同暗壕の内周面は殆んど平滑に保た
れて1土砂の流動が円滑に行なわれ、その結果、前記暗
(中を流れる排水量が少量であっても、大量の堆積土砂
が効率良く排除される。
Roughly speaking, in the present invention, a highly flexible bag-like body that can be flattened and contracted is simply laid in the underdrain, so when the underdrain is opened, the inner circumferential surface of the underdrain is almost smooth. As a result, even if the amount of drainage flowing through the dark space is small, a large amount of accumulated sediment can be efficiently removed.

以下第2図ないし第6図に図示された本発明の一実施例
について説明する。
An embodiment of the present invention illustrated in FIGS. 2 to 6 will be described below.

1は河川を横断して建設された止水堰たる貯水用コンク
リートダムで、同コンクリートダム1の底部には、その
上流側と下流側とを連通ずる横断面が矩形状の暗12が
形成されており、ダム1の上流側に堆積した土砂3が貯
水4とともに暗(2内を通過してダム下流側に排出され
るようになっている。
1 is a concrete dam for water storage, which is a cut-off weir built across a river. At the bottom of the concrete dam 1, a dam 12 with a rectangular cross section is formed to communicate the upstream and downstream sides. The earth and sand 3 accumulated on the upstream side of the dam 1 are discharged to the downstream side of the dam by passing through it together with the water storage 4.

また前記暗礫2内の底面2aおよび両側面2bに、上流
@に向けられた後記袋状vP体5の重ね合せ開放縁6を
接触させ、これに押え金7を当て、アンカーボルト8お
よびナツト9で水密に付着する0 しかして前記袋状書体5cま、綿、合成繊維等からなる
一枚または複数枚の帯状織布または繊維フード等よりな
る補強層を埋設したゴムシートを2つ折りに重ね合せて
なるものや、前記補強層を埋設した未加硫ゴムシーhを
離形剤を挾んで2つ折りとなし、熱板にて押圧して加硫
し、2つ折り癖付けされているもの等より1.構成され
ている。
Further, the overlapping open edge 6 of the bag-shaped vP body 5 (to be described later) facing upstream is brought into contact with the bottom surface 2a and both side surfaces 2b of the gravel 2, the presser foot 7 is applied to this, and the anchor bolt 8 and nut are tightened. The bag-shaped typeface 5c is made by folding in half a rubber sheet embedded with a reinforcing layer made of one or more belt-shaped woven fabrics made of cotton, synthetic fibers, etc. or fiber hoods, etc. or those made by folding the unvulcanized rubber sheet h with the reinforcing layer embedded in it in two by sandwiching a release agent, pressing it with a hot plate to vulcanize it, and giving it a two-fold habit. 1. It is configured.

また前記袋状棒体5の配置個所に隣接してコン4   
 クリートダム1内に給排気管10が埋設され、同給排
気管10の一端は接手11を介して袋状弁体5内に連結
され、同給排気管10の他端は仕切弁12を介してブロ
ワ13に連結され、同給排気管10の下部は排気弁14
’a?介して大気と連通されており、排気弁14を閉じ
かつ仕切弁12ヲ開放した状態でブロワ13を駆動させ
ることにより、袋状弁体5内に空気を圧入してこれを膨
張させ、または前記排気弁14を開放することにより、
袋状弁体5ン収縮させるとともに、袋状弁体5内のドレ
ンを排出ぎせることかできるようになっている。
Also, a condenser 4 is located adjacent to the location where the bag-like rod 5 is arranged.
A supply/exhaust pipe 10 is buried within the cleat dam 1, one end of which is connected to the inside of the bag-like valve body 5 via a joint 11, and the other end of the supply/exhaust pipe 10 is connected via a gate valve 12. The lower part of the supply and exhaust pipe 10 is connected to the blower 13, and the lower part of the supply and exhaust pipe 10 is connected to the blower 13.
'a? By driving the blower 13 with the exhaust valve 14 closed and the gate valve 12 open, air is forced into the bag-shaped valve body 5 to inflate it. By opening the exhaust valve 14,
The bag-shaped valve body 5 can be contracted and the drain inside the bag-shaped valve body 5 can be discharged.

第2図ないし第6図iC図示の実施例は前記したように
構成されているので、前記袋状弁体5を膨張ぎせた後、
仕切弁12および排気弁14を閉塞すると、袋状弁体5
の暗暉、中心側面5aを相互に密接させることかできる
とともに、同側面5aを暗渠頂面2Cに密接させること
かでき、かくして、前記暗渠2を閉塞することができる
Since the embodiment shown in FIGS. 2 to 6 iC is constructed as described above, after the bag-like valve body 5 is inflated,
When the gate valve 12 and the exhaust valve 14 are closed, the bag-shaped valve body 5
In this case, the central side surfaces 5a can be brought into close contact with each other, and the same side surfaces 5a can be brought into close contact with the top surface 2C of the culvert, thus closing the culvert 2.

また前記袋状弁体5を膨張ぎせて前記暗渠2を閉塞した
状態において、前記排気弁14ビ開放すると、前記袋状
弁体5内の圧入空気とドレンは排出されて、同袋状弁体
5は第6図に図示されるように収縮し、前記暗(2は開
放される。
Further, when the exhaust valve 14 is opened in a state where the bag-like valve body 5 is inflated and the underdrain 2 is closed, the pressurized air and drain inside the bag-like valve body 5 are discharged, and the drain is discharged from the bag-like valve body 5. 5 is contracted as shown in FIG. 6, and the dark (2) is opened.

この暗渠2の開放状態では、コンクリートダム1に堰止
められた貯水4が前記暗(2を勢良く流れ、その水勢に
よりダム1の上流側に堆積した土砂が同暗篭2を介して
貯水4とともにダム1の下流側に押し流される。従って
コンクリートダム1の上流側の堆積土砂?容易に排出す
ることができる。
When the culvert 2 is open, the water 4 blocked by the concrete dam 1 flows through the culvert 2 with great force, and the water force causes the sediment accumulated on the upstream side of the dam 1 to flow through the culvert 2 into the culvert 4. The accumulated soil on the upstream side of the concrete dam 1 can therefore be easily discharged.

ざらに暗稟2の開放状態では、袋状弁体5は暗12内の
水圧により同暗渠2の底面2aおよび両側面2bに密接
するため、暗t2の横断面の形状およびその面積が同暗
渠2の長手方向に関して左−程度化せず、同暗(2内で
土砂が局部的に堆積することがない。
In the open state of the culvert 2, the bag-shaped valve body 5 comes into close contact with the bottom surface 2a and both side surfaces 2b of the culvert 2 due to the water pressure in the culvert 12, so that the cross-sectional shape and area of the culvert 2 are There is no change in the left direction in the longitudinal direction of 2, and there is no local accumulation of soil within 2.

従って、ダムlの上流側の堆積土砂の排出後翫前記袋状
弁体5を膨張させた際に、堆積土砂が同弁体5に挾まれ
てもこれに関係なく暗渠2を確実に閉塞することができ
る。
Therefore, when the bag-like valve body 5 is inflated after discharging the accumulated soil on the upstream side of the dam l, even if the accumulated soil is caught by the valve body 5, the culvert 2 is reliably closed regardless of this. be able to.

ざらにまた暗・東2が深くなれば、袋状弁体5の膨張時
には、その圧入空気圧力を上昇させるだけでよい。
If the dark/east 2 becomes deeper, it is only necessary to increase the pressure of the injected air when the bag-shaped valve body 5 is inflated.

しかも袋状弁体5は、ゴム製であるため、堆積土砂の排
出摩擦にも充分耐え、その寿命が長い。
Furthermore, since the bag-shaped valve body 5 is made of rubber, it can sufficiently withstand the friction of discharging accumulated earth and sand, and has a long life.

第2図ないし第6図に図示の実施例では、一定の長ぎの
袋状弁体5は1暗藁2の底面2aおよび両側面2bVc
張Rされたが、第9図に図示するような無端袋状弁体2
5を第11図のように暗渠2の全内周面2a12b、2
cに張設してもよい。
In the embodiment shown in FIGS. 2 to 6, the bag-shaped valve body 5 of a certain length has a bottom surface 2a and both side surfaces 2bVc of the straw 2.
The endless bag-shaped valve body 2 as shown in FIG.
5 as shown in FIG.
It may be stretched over c.

第7図ないし第11図に図示の実施例は、コンクリート
取水増加の頂面に通常のゴム堰21ヲ敷設したものに、
本発明を適用したものである。
In the embodiment shown in FIGS. 7 to 11, a conventional rubber weir 21 is installed on the top of the concrete water intake.
This is an application of the present invention.

同実施例では、仕切弁と排気弁とを除き、ゴム塩21の
給排気系と無端袋状弁体5の給排気系とを共用゛するこ
とができるため、コスト上昇は僅かである。
In this embodiment, except for the gate valve and the exhaust valve, the supply and exhaust system for the rubber salt 21 and the supply and exhaust system for the endless bag-shaped valve body 5 can be shared, so that the increase in cost is small.

また無端袋状弁体5の膨張状態では、同袋状弁体25省
暗渠庁心側面25aのみが相互に密接するため、暗(2
の遮断がより簡単に確実にi成される。
In addition, in the expanded state of the endless bag-like valve body 5, only the side surfaces 25a of the culvert center of the bag-like valve body 25 are in close contact with each other, so that it is dark (2
can be more easily and reliably shut off.

前記第2図ないし第6図°および第7図ないし第11図
に図示の実施例では・暗l、2.22の横断形状はいず
れも矩形であったが、円形またはその他適当な形状でも
、本発明を適用することができる。
In the embodiments shown in FIGS. 2 through 6° and FIGS. 7 through 11, the cross-sectional shape of 2.22 was rectangular, but it could also be circular or any other suitable shape. The present invention can be applied.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は従来の止水堰底部土砂排出装置の要部拡大縦断
010面図、第2図は本発明に係る暗集の袋状体弁の一
実施例を図示した要部概略縦断側面図、第3図は同実施
例の一部欠截斜視図、第4図は第2図の要部縦断側面図
、第5図は第4図のv−v線に沿って截断した横断正面
図、第6図は前記実施例の収縮状態ケ図示した縦断側面
図、第7図は本発明の他の実施例を図示した縦断側面図
、第8図は第7図め■矢視図、第9図は同実施例の一部
欠截斜視図、第10図は同実施例の要部縦断側面図、第
11図は第10図のXl−Xl線に沿って截断した横断
正面図である。 1・・・貯水用コンクリートダム、2・・・暗4.3・
・・土砂、4・・・貯水、5・・・袋状弁体・6・・・
重ね合せ開放縁、7・・・押え金、8・・・アンカーボ
ルト、9・・・ナツト、lO・・・給排気管、11・・
・接手、12・・・仕切弁、13・・・ブロワ、14・
・・排気弁、 加・・・コンクリート取水堰、21・・・ゴム!、22
・・・暗東、乙・・・土砂 24山貯水、5・・・無端
袋状弁体、26・・・重ね合せ開放縁、d・・・押え金
、脂・・・アンカーボルト、四・・・ナツト、3o・・
・給排気管、31・・・接手、32・・・仕切弁、33
・・・ブロワ、34・・・排気弁。 代理人 弁理士 江 原  望 外1名
Fig. 1 is an enlarged vertical cross-sectional view of the main part of a conventional water stop weir bottom sediment discharge device, and Fig. 2 is a schematic longitudinal cross-sectional side view of the main part illustrating an embodiment of the bag-shaped body valve for dark collection according to the present invention. , FIG. 3 is a partially cutaway perspective view of the same embodiment, FIG. 4 is a longitudinal sectional side view of the main part of FIG. 2, and FIG. 5 is a cross-sectional front view cut along the v-v line in FIG. 4. , FIG. 6 is a longitudinal sectional side view showing the contracted state of the embodiment, FIG. 7 is a longitudinal sectional side view illustrating another embodiment of the present invention, and FIG. Fig. 9 is a partially cutaway perspective view of the same embodiment, Fig. 10 is a longitudinal sectional side view of the main part of the same embodiment, and Fig. 11 is a cross-sectional front view cut along the line Xl-Xl in Fig. 10. . 1... Concrete dam for water storage, 2... Dark 4.3.
...Earth and sand, 4...Water storage, 5...Bag-shaped valve body, 6...
Overlapping open edge, 7... Presser foot, 8... Anchor bolt, 9... Nut, lO... Supply/exhaust pipe, 11...
・Joint, 12...Gate valve, 13...Blower, 14.
...exhaust valve, addition...concrete intake weir, 21...rubber! , 22
...Dark East, Otsu...earth and sand 24 mountain water storage, 5...endless bag-shaped valve body, 26...overlapping open edges, d...presser foot, fat...anchor bolt, 4... ...Natsuto, 3o...
・Supply and exhaust pipe, 31...Joint, 32...Gate valve, 33
...Blower, 34...Exhaust valve. Agent: Patent attorney Nozomi Ehara (1 person)

Claims (1)

【特許請求の範囲】[Claims] 可撓性膜を2つ折りに重ねて袋状体を形成し、同袋状体
の重ね合せ縁を・暗1の内周面または一部内周面の上流
側に水密に付着し、同袋状体に流体を充填し膨張させて
暗啜を閉塞し、あるいは排出して同暗渠を開放する手段
を設けたことを特徴とする暗2渠の袋状体弁。
The flexible membrane is folded in half to form a bag-like body, and the overlapping edges of the bag-like body are watertightly attached to the inner circumferential surface or a part of the inner circumferential surface of Dark 1 on the upstream side of the bag-like body. A two-drain bag-shaped body valve characterized by being provided with a means for filling the body with fluid and expanding it to close the culvert, or for discharging the fluid to open the culvert.
JP58016288A 1983-02-04 1983-02-04 Baggy valve of culvert Pending JPS59145812A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58016288A JPS59145812A (en) 1983-02-04 1983-02-04 Baggy valve of culvert

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58016288A JPS59145812A (en) 1983-02-04 1983-02-04 Baggy valve of culvert

Publications (1)

Publication Number Publication Date
JPS59145812A true JPS59145812A (en) 1984-08-21

Family

ID=11912356

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58016288A Pending JPS59145812A (en) 1983-02-04 1983-02-04 Baggy valve of culvert

Country Status (1)

Country Link
JP (1) JPS59145812A (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6073993U (en) * 1983-10-28 1985-05-24 高砂熱学工業株式会社 Duct orifice adjustment device
JPS61241569A (en) * 1985-04-19 1986-10-27 Bridgestone Corp Bag-shaped body valve for underdrain
JPS62217099A (en) * 1986-01-10 1987-09-24 ウイリアム・エル・ヘツカ−マン Harness
FR2660883A1 (en) * 1990-04-12 1991-10-18 Nill Werner SHUTTER ORGAN DEVICE FOR CLEANING PIPES AND CHANNELS.
US6609854B2 (en) * 2001-06-26 2003-08-26 Bridgestone Corporation Structure and method for detecting an inflated state of a flexible membrane dam
EP1553235A3 (en) * 2004-01-09 2006-06-07 Gerd Dr. Ise Device for varying the free flow cross-section in a conduit or a canal
JP2007285419A (en) * 2006-04-17 2007-11-01 Ashimori Ind Co Ltd Tubular space cutoff method and device
EP3854945A1 (en) * 2020-01-23 2021-07-28 Damen 40 B.V. A suction hopper dredger

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6073993U (en) * 1983-10-28 1985-05-24 高砂熱学工業株式会社 Duct orifice adjustment device
JPS61241569A (en) * 1985-04-19 1986-10-27 Bridgestone Corp Bag-shaped body valve for underdrain
JPS62217099A (en) * 1986-01-10 1987-09-24 ウイリアム・エル・ヘツカ−マン Harness
FR2660883A1 (en) * 1990-04-12 1991-10-18 Nill Werner SHUTTER ORGAN DEVICE FOR CLEANING PIPES AND CHANNELS.
US6609854B2 (en) * 2001-06-26 2003-08-26 Bridgestone Corporation Structure and method for detecting an inflated state of a flexible membrane dam
EP1553235A3 (en) * 2004-01-09 2006-06-07 Gerd Dr. Ise Device for varying the free flow cross-section in a conduit or a canal
JP2007285419A (en) * 2006-04-17 2007-11-01 Ashimori Ind Co Ltd Tubular space cutoff method and device
EP3854945A1 (en) * 2020-01-23 2021-07-28 Damen 40 B.V. A suction hopper dredger

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