JPH1096224A - Flexible membrane fixed device of flexible membrane weir - Google Patents
Flexible membrane fixed device of flexible membrane weirInfo
- Publication number
- JPH1096224A JPH1096224A JP23109796A JP23109796A JPH1096224A JP H1096224 A JPH1096224 A JP H1096224A JP 23109796 A JP23109796 A JP 23109796A JP 23109796 A JP23109796 A JP 23109796A JP H1096224 A JPH1096224 A JP H1096224A
- Authority
- JP
- Japan
- Prior art keywords
- flexible membrane
- weir
- flexible
- bolt
- stud
- 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
Links
Landscapes
- Barrages (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、河川を横断して敷
設され、可撓性膜の両側縁を離して河床部に固定し、空
気又は/及び水の供給により起立し、排出により倒伏す
る可撓性膜で形成された可撓性膜堰に係り、特に下流側
に水深がある場所に敷設される可撓性膜堰関するもので
ある。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention is laid across a river, fixed to a riverbed with both side edges of a flexible membrane apart, raised by supply of air or / and water, and laid down by discharge. The present invention relates to a flexible membrane weir formed of a flexible membrane, and more particularly to a flexible membrane weir laid at a location where the water depth is downstream.
【0002】[0002]
【従来の技術】一般にゴム堰と称される可撓性膜堰は、
施工が簡単で、製作費が安く、農業用水の取水や、河口
における防潮堰として広く使用されている。かかる可撓
性膜堰では、長尺の可撓性膜(ゴム製又は軟質樹脂製)
のいずれか一方の端縁部を下流側へ、他の一端を上流側
へ両端縁部を離してそれぞれの部分を河川幅方向に指向
する一直線状で押えて、河床部表面に二列に固定して閉
じた袋状体を形成する。2. Description of the Related Art Flexible membrane weirs, generally called rubber weirs,
The construction is simple, the production cost is low, and it is widely used as intake of agricultural water and as a tide barrier at river mouths. In such a flexible membrane weir, a long flexible membrane (made of rubber or soft resin)
One of the edges is downstream and the other end is upstream and both ends are separated by a straight line pointing in the river width direction and fixed in two rows on the riverbed surface To form a closed bag.
【0003】[0003]
【発明が解決しようとする課題】図5は、河床コンクリ
ート01上に敷設された二列固定形式の可撓性膜堰02
を縦断面図として示しており、この可撓性膜堰02の可
撓性膜03は上流側のA列と下流側のB列で河床コンク
リート01に固定されている。図6は、B列における固
定関係を示し、植設ボルト04が可撓性膜03を貫通し
た状態で、植設ボルト04と座金09を介したナット0
5の螺合により受け金具06と押え金具07の間に、可
撓性膜03が挟まれている。かかる構造では、植設ボル
ト04の頂部が河川中に露出し、この植設ボルト04の
ねじ溝を通じて河川の水が河床コンクリート01側に指
向して可撓性膜03の内室に流入するのを防止するため
に、前記受け金具06及び前記可撓性膜03と前記植設
ボルト04との間隙部には、シリコーンオイル樹脂系の
密封部材08を充填塗布してその気密性を保持させてい
る。しかしながら、長期間に亙って可撓性膜堰02が河
川流Fから受ける張力によってナット05や押え金具0
7又は受け金具06等が弛み、その結果可撓性膜03の
固定部に「遊び」が生じて、上記密封材08に隙間を生
じさせ気密性が低下する。又、大きな前記の張力によっ
て、受け金具06ごと取付部が河床コンクリート01か
ら部分的にでも離反すると、その生じた隙間が可撓性膜
の内室03Aとを河川流Fとを連通化させてしてしま
い、やはり気密性がなくなってしまう。FIG. 5 shows a two-row fixed type flexible membrane weir 02 laid on riverbed concrete 01.
Is shown as a longitudinal sectional view, and the flexible membrane 03 of the flexible membrane weir 02 is fixed to the riverbed concrete 01 in the row A on the upstream side and the row B in the downstream side. FIG. 6 shows a fixing relation in the row B. In a state where the studs 04 penetrate the flexible membrane 03, the studs 04 and the nuts 0 through the washers 09 are disposed.
5, the flexible film 03 is sandwiched between the receiving fitting 06 and the holding fitting 07. In such a structure, the top of the planting bolt 04 is exposed in the river, and the water of the river flows toward the riverbed concrete 01 through the thread groove of the planting bolt 04 and flows into the inner chamber of the flexible membrane 03. In order to prevent this, a silicone oil resin-based sealing member 08 is filled and applied to the receiving metal fittings 06 and the gap between the flexible film 03 and the studs 04 to maintain the airtightness. I have. However, over a long period of time, the nut 05 and the presser fitting 0
As a result, "play" occurs in the fixing portion of the flexible film 03, and a gap is formed in the sealing material 08 to reduce the airtightness. Further, when the mounting portion together with the receiving fitting 06 is partially separated from the riverbed concrete 01 due to the large tension, the generated gap makes the inner room 03A of the flexible membrane communicate with the river flow F. And the airtightness is lost.
【0004】本発明の目的は、施工が容易で、バラツキ
もなく、もってより確実な密封性が確保される新規な可
撓性膜固定構造を提供することにある。[0004] It is an object of the present invention to provide a novel flexible membrane fixing structure which is easy to apply, has no variation, and thus ensures more reliable sealing.
【0005】[0005]
【課題を解決するための手段】上記目的を達成するため
に、発明は次のように構成した。本発明の請求項1に記
載した可撓性膜堰の可撓性膜の固定装置は、第1の植設
ボルト、第1の押え金具及び第1の受け金具をもって河
床部に可撓性膜を固定し、閉じた袋状体を形成する可撓
性膜堰であって、前記袋状体の内部及び/又は外部にて
可撓性膜を第1の植設ボルトが貫通し、前記第1の植設
ボルトと第1のナットとの螺合により、可撓性膜の長尺
方向に沿う第1の受け金具との間に気水密に可撓性膜を
挟み込む構造の可撓性膜堰において、前記可撓性膜と第
1の受け金具との間に密封部材を可撓性膜の長尺方向に
沿って介在させると共に、前記密封部材の一部を延在し
て第2の植設ボルト、第2の押え金具及び第2の受け金
具をもって河床部に固定したことを特徴とするものであ
る。Means for Solving the Problems In order to achieve the above object, the present invention has the following constitution. According to the first aspect of the present invention, there is provided a flexible membrane fixing device for a flexible membrane weir having a first planting bolt, a first holding member, and a first receiving member, the flexible membrane being provided on a riverbed. And a flexible bag dam forming a closed bag-like body, wherein the first planting bolt penetrates the flexible membrane inside and / or outside the bag-like body, A flexible membrane having a structure in which the flexible membrane is air-tightly sandwiched between a first receiving member along a longitudinal direction of the flexible membrane by screwing the first planting bolt and the first nut. In the weir, a sealing member is interposed along the longitudinal direction of the flexible film between the flexible film and the first receiving member, and a part of the sealing member is extended to form a second member. The planting bolt, the second holding member, and the second receiving member are fixed to the riverbed.
【0006】[0006]
【発明の実施の形態】以下、図1乃至図6に示した一実
施例について説明する。DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment shown in FIGS. 1 to 6 will be described below.
【実施例】図1は、河床コンクリート10上に敷設され
た二列固定形式の可撓性膜堰12を縦断側面図として示
しており、この可撓性膜堰12の可撓性膜(ゴム製、又
は軟質樹脂性)14は、上流側のA列と下流側のB列に
て河床コンクリート10に固定されている。B列におけ
る固定構造は、図2に示され、可撓性膜14の端部は河
床コンクリート10と一体のL字状植設ボルト16Aと
座金19Aを介したナット18Aの螺合により、押え金
具22Aの間に間隙を気密に封止する密封部材(クロロ
プレンゴム、又はエチレンプロピレンターポリマー製)
24を可撓性膜14の下側に位置させて、ナット28と
共に、受け金具20A及び押え金具22Aのそれぞれの
間に強く挟み込まれて河床コンクリート10に固定され
ている。FIG. 1 is a vertical sectional side view of a double-row fixed type flexible membrane weir 12 laid on a riverbed concrete 10, and the flexible membrane (rubber) of the flexible membrane weir 12 is shown in FIG. (Or made of soft resin) 14 is fixed to the riverbed concrete 10 in row A on the upstream side and row B on the downstream side. The fixing structure in the row B is shown in FIG. 2, and the end of the flexible membrane 14 is held by a screw fitting of an L-shaped planting bolt 16A integrated with the riverbed concrete 10 and a nut 18A via a washer 19A. Sealing member (made of chloroprene rubber or ethylene propylene terpolymer) that hermetically seals the gap between 22A
24 is positioned below the flexible membrane 14, and is firmly sandwiched between the receiving fitting 20A and the holding fitting 22A together with the nut 28, and is fixed to the riverbed concrete 10.
【0007】更には、前記の密封部材24の片端部は可
撓性膜の内室14A側に延在されており、河床コンクリ
ート10と一体のL字状植設ボルト16Bと、受け金具
20B及び押え金具22Bを介してナット18Bの螺合
により挟まれて、河床コンクリート10に固定されてい
る。Further, one end of the sealing member 24 extends toward the inner chamber 14A of the flexible membrane, and includes an L-shaped planting bolt 16B integrated with the riverbed concrete 10, a receiving fitting 20B and The nut 18B is fixed to the riverbed concrete 10 by being screwed into the nut 18B via the presser fitting 22B.
【0008】以下に、本発明の作用について説明する。
可撓性膜14の河床コンクリートに位置するA又はB列
のかかる固定構造によれば、可撓性膜14が流体(空気
又は/及び水)の内室14Aへの供給によって膨張して
起立した時に、自身の浮力や河川流Fの荷重による可撓
性膜に働く張力が極めて大きい場合には、上記可撓性膜
14の取付部が受け金具22Aごと河床コンクリートか
ら河川流側にもち上げられたり、河床コンクリートから
離反して河床コンクリートと受け金具20Aとの間に隙
間を生じる場合がある。このような隙間が可撓性膜の内
室とを河川流とを連通化させてしてしまい、気密性がな
くなってしまう。しかしながら、上述したように密封部
材24を可撓性膜14とともに河床コンクリート10に
固定させたうえ、更にこの密封部材24の端部を河床コ
ンクリート10に固定してあるので、河床コンクリート
10と受け金具20Aとの間に隙間を生じても、可撓性
膜14の張力の影響を受けず可撓性膜の内室を気密に維
持することができる。Hereinafter, the operation of the present invention will be described.
According to such a fixing structure of the rows A or B located on the riverbed concrete of the flexible membrane 14, the flexible membrane 14 expands and stands by the supply of the fluid (air and / or water) to the inner chamber 14A. At times, when the tension acting on the flexible membrane due to its own buoyancy or the load of the river flow F is extremely large, the mounting portion of the flexible membrane 14 is lifted together with the receiving fitting 22A from the riverbed concrete to the river flow side. In some cases, a gap may be formed between the riverbed concrete and the receiving fitting 20A by separating from the riverbed concrete. Such a gap makes the inner chamber of the flexible membrane communicate with the river flow, and the airtightness is lost. However, as described above, since the sealing member 24 is fixed to the riverbed concrete 10 together with the flexible film 14, and the end of the sealing member 24 is further fixed to the riverbed concrete 10, the riverbed concrete 10 and the receiving metal fitting are fixed. Even if a gap is formed between the flexible film 20A and the inner wall of the flexible film 14, the inner space of the flexible film can be maintained airtight without being affected by the tension of the flexible film 14.
【0009】図3は、前記の密封部材24の片端部を可
撓性膜の外側(河川流F側)に延在させて河床コンクリ
ート10に取付けた本発明の他の実施例であり、又、図
4は前記の密封部材24の片端部を可撓性膜の内室14
A側と外側(河川流F側)との両方に延在させて河床コ
ンクリート10に取付けた本発明の他の実施例である。
この構成においても第1の実施の形態と同様の効果が達
成される。FIG. 3 shows another embodiment of the present invention in which one end of the sealing member 24 extends to the outside of the flexible membrane (the river flow F side) and is attached to the riverbed concrete 10. FIG. 4 shows one end of the sealing member 24 as a flexible membrane inner chamber 14.
This is another embodiment of the present invention, which is attached to the riverbed concrete 10 so as to extend both on the A side and the outside (the river flow F side).
In this configuration, the same effect as in the first embodiment is achieved.
【0010】図5は、前記の密封部材24の片端部を可
撓性膜の内側14Aに延在させて河床コンクリート10
に取付けると共に、可撓性膜の側縁部を可撓性膜内室1
4A側に織り返して、河床コンクリート10と一体のL
字状植設ボルト16Bと、受け金具20B及び押え金具
22Bを介してナット18Bの螺合により挟まれて、河
床コンクリート10に固定した、B列固定部を可撓性膜
内室14A側に設けた本発明の他の実施例であり、FIG. 5 is a cross-sectional view of the riverbed concrete 10 with one end of the sealing member 24 extending to the inside 14A of the flexible membrane.
To the flexible membrane inner chamber 1
Weave to 4A side, and L integrated with riverbed concrete 10
A row B fixing portion fixed to the riverbed concrete 10 by being fastened to the riverbed concrete 10 by being screwed with the nut 18B via the V-shaped planting bolt 16B, the receiving member 20B and the holding member 22B is provided on the flexible membrane inner chamber 14A side. Is another embodiment of the present invention,
【0011】又、図6は前記の密封部材24の片端部を
可撓性膜の外側(河川流F側)内室14A側に延在させ
て河床コンクリート10に取付けた本発明の他の実施例
である。この構成においても第1の実施の形態と同様の
効果が達成される。FIG. 6 shows another embodiment of the present invention in which one end of the sealing member 24 is extended to the inner room 14A outside the flexible membrane (the river flow F side) and attached to the riverbed concrete 10. It is an example. In this configuration, the same effect as in the first embodiment is achieved.
【0012】[0012]
【発明の効果】本発明は上記のような構成としたので、
施工が容易で、バラツキもなく、もってより確実な密封
性が確保される新規な可撓性膜固定構造を提供すること
が可能である。The present invention has the above-described structure,
It is possible to provide a novel flexible membrane fixing structure that is easy to perform, has no variation, and thus ensures more secure sealing.
【図1】本発明の一実施例に係る可撓性膜固定構造を採
用した可撓性膜堰の縦断側面図。FIG. 1 is a longitudinal sectional side view of a flexible membrane weir employing a flexible membrane fixing structure according to one embodiment of the present invention.
【図2】前記固定構造を示す図1の要部拡大図。FIG. 2 is an enlarged view of a main part of FIG. 1 showing the fixing structure.
【図3】図2に対応する図であって変形例を示す要部拡
大図。FIG. 3 is an enlarged view of a main part corresponding to FIG. 2 and showing a modification.
【図4】図2に対応する図であって変形例を示す要部拡
大図。FIG. 4 is an enlarged view of a main part corresponding to FIG. 2 and showing a modification.
【図5】図2に対応する図であって変形例を示す要部拡
大図。FIG. 5 is an enlarged view of a main part corresponding to FIG. 2 and showing a modification.
【図6】図2に対応する図であって変形例を示す要部拡
大図。FIG. 6 is an enlarged view of a main part corresponding to FIG. 2 and showing a modification.
【図7】公知に係るかかわる可撓性膜堰の縦断側面図。FIG. 7 is a longitudinal sectional side view of a known flexible membrane weir.
【図8】図7における可撓性膜固定構造を拡大して示す
断面図。FIG. 8 is an enlarged sectional view showing the flexible film fixing structure in FIG. 7;
01、10 河床コンクリート 02、12 可撓性膜堰 03、14 可撓性膜 03A、14A 内室 04、16A、16B 植設ボルト 05、18A、18B、28 ナット 06、20A、20B 受け金具 07、22A、22B 押え金具 08、24 密封部材 09、19A 座金 F 河川流 01, 10 Riverbed concrete 02, 12 Flexible membrane weir 03, 14 Flexible membrane 03A, 14A Inner chamber 04, 16A, 16B Stud bolt 05, 18A, 18B, 28 Nut 06, 20A, 20B Receiving bracket 07, 22A, 22B Presser bracket 08, 24 Sealing member 09, 19A Washer F River flow
Claims (1)
第1の受け金具をもって河床部に可撓性膜を固定し、閉
じた袋状体を形成する可撓性膜堰であって、前記袋状体
の内部及び/又は外部にて可撓性膜を第1の植設ボルト
が貫通し、前記第1の植設ボルトと第1のナットとの螺
合により、可撓性膜の長尺方向に沿う第1の受け金具と
の間に気水密に可撓性膜を挟み込む構造の可撓性膜堰に
おいて、前記可撓性膜と第1の受け金具との間に密封部
材を可撓性膜の長尺方向に沿って介在させると共に、前
記密封部材の一部を延在して第2の植設ボルト、第2の
押え金具及び第2の受け金具をもって河床部に固定した
ことを特徴とする可撓性膜堰の可撓性膜堰固定装置。1. A flexible membrane weir that forms a closed bag by fixing a flexible membrane to a riverbed with a first stud, a first holding metal, and a first receiving metal. The first stud bolt penetrates the flexible membrane inside and / or outside the bag-like body, and the first stud bolt and the first nut are screwed together to form a flexible member. In a flexible membrane weir having a structure in which a flexible film is sandwiched between the flexible film and a first receiving member along a longitudinal direction of the film, a seal is provided between the flexible film and the first receiving member. A member is interposed along the lengthwise direction of the flexible membrane, and a part of the sealing member is extended to the riverbed with the second planting bolt, the second holding member, and the second receiving member. A flexible membrane weir fixing device for a flexible membrane weir, which is fixed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP23109796A JPH1096224A (en) | 1996-07-31 | 1996-08-30 | Flexible membrane fixed device of flexible membrane weir |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20207096 | 1996-07-31 | ||
JP8-202070 | 1996-07-31 | ||
JP23109796A JPH1096224A (en) | 1996-07-31 | 1996-08-30 | Flexible membrane fixed device of flexible membrane weir |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH1096224A true JPH1096224A (en) | 1998-04-14 |
Family
ID=26513171
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP23109796A Pending JPH1096224A (en) | 1996-07-31 | 1996-08-30 | Flexible membrane fixed device of flexible membrane weir |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH1096224A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2370599A (en) * | 2000-11-28 | 2002-07-03 | Red Dragon Invest Ltd | Flood protection apparatus |
-
1996
- 1996-08-30 JP JP23109796A patent/JPH1096224A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2370599A (en) * | 2000-11-28 | 2002-07-03 | Red Dragon Invest Ltd | Flood protection apparatus |
GB2370599B (en) * | 2000-11-28 | 2003-03-12 | Red Dragon Invest Ltd | Flood protection apparatus |
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