JPH04330111A - Elastic dam expandable/contractile and its manufacture - Google Patents

Elastic dam expandable/contractile and its manufacture

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Publication number
JPH04330111A
JPH04330111A JP12855791A JP12855791A JPH04330111A JP H04330111 A JPH04330111 A JP H04330111A JP 12855791 A JP12855791 A JP 12855791A JP 12855791 A JP12855791 A JP 12855791A JP H04330111 A JPH04330111 A JP H04330111A
Authority
JP
Japan
Prior art keywords
sheet
dam
rubber
elastic
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.)
Granted
Application number
JP12855791A
Other languages
Japanese (ja)
Other versions
JPH0686726B2 (en
Inventor
Kageyoshi Yoshizako
吉迫 景義
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.)
Nippon Tsusho Co Ltd
Original Assignee
Nippon Tsusho Co Ltd
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 Nippon Tsusho Co Ltd filed Critical Nippon Tsusho Co Ltd
Priority to JP3128557A priority Critical patent/JPH0686726B2/en
Publication of JPH04330111A publication Critical patent/JPH04330111A/en
Publication of JPH0686726B2 publication Critical patent/JPH0686726B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Laminated Bodies (AREA)

Abstract

PURPOSE:To preclude generation of crevice or through hole due to unnatural damage and prevent loss of the function of elastic rubber by laminating a base layer of rubber and an elastic protection layer integrally and forming a dam sheet of tubing body in laminate structure. CONSTITUTION:A base layer 9 of rubber and an elastic protection layer 10 outside thereof are laminated integrally, and a dam sheet 8 of laminate structure is constructed. The elastic protection layer 10 is embodies in a flexible rubber sheet, in which small pieces 12 of ceramics in thin, long column form having a dia. of 2-4mm and a length of approx. 2-8mm are buried at random. The thickness of this protection layer 10 shall range 4-12mm, and the amount of buried small pieces 12 of ceramics shall range 4-8kg/m. This allows preventing puncture or burst even though unnatural damage is given such as with a harpoon or bullet.

Description

【発明の詳細な説明】[Detailed description of the invention]

【0001】0001

【産業上の利用分野】本発明は、取水堰、河口堰、分流
・流量調節水門等に用いられる拡縮自在な弾性ダム及び
その製造方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an expandable and contractible elastic dam used for intake weirs, estuary weirs, diversion/flow control sluices, etc., and a method for manufacturing the same.

【0002】0002

【従来の技術】灌漑用、上水用、発電用、工業用等の取
水堰や、逆流防止、防砂、防波等の河口堰や、下水用、
遊水池・貯水池用等の分流・流量調節水門等のために、
拡縮自在な弾性ダムが提供されている。
[Prior Art] Intake weirs for irrigation, water supply, power generation, industrial use, etc., estuary weirs for backflow prevention, sand control, wave prevention, etc., sewage use, etc.
For diversion and flow rate control sluice gates, etc. for retarding ponds and reservoirs, etc.
A scalable elastic dam is provided.

【0003】この弾性ダムは、河川の川床に横断方向に
設置され、流体の注入を介して拡縮自在に変形されるチ
ューブ体から成る。即ち、操作室からチューブ体に空気
又は水等の流体を注入すると、該チューブ体は拡大膨張
して河川の水流を妨げる堰を形成する。一方、操作室か
らの操作によりチューブ体内の流体を排出すると、該チ
ューブ体は収縮してフラットになり、河川の水流を妨げ
ず放流する。
[0003] This elastic dam consists of a tube body that is installed transversely on the bed of a river and is deformed to expand and contract through the injection of fluid. That is, when a fluid such as air or water is injected into the tube body from the operation chamber, the tube body expands and expands to form a dam that obstructs the water flow of the river. On the other hand, when the fluid inside the tube body is discharged by operation from the operation room, the tube body contracts and becomes flat, allowing water to flow out of the river without interfering with it.

【0004】このため、弾性ダムを形成するチューブ体
は、川床上に設置されチューブ体の底部を構成するシー
ルシートと、このシールシート上に取付けられるゴム製
のダムシートとから成り、ダムシートの両側縁をシール
シートの両側縁に気密的又は水密的に固着され、流体を
注入したとき、ダムシートを起立するように拡大膨張せ
しめる。
[0004] Therefore, the tube body forming the elastic dam consists of a seal sheet that is installed on the river bed and forms the bottom of the tube body, and a rubber dam sheet that is attached to this seal sheet. Both side edges are airtightly or watertightly fixed to both side edges of the sealing sheet, and when fluid is injected, the dam sheet is expanded and expanded to stand up.

【0005】[0005]

【発明が解決しようとする課題】弾性ダムの耐用性を保
証するため、前記ダムシートは、キャンバスを複数プラ
イ埋入し、強度の向上に努めている。従って、自然状態
での河川の水流に対しては充分な耐用性を有し、天然の
灌木等が水流に流されて弾性ダムに衝突する程度であれ
ば、ダムシートの僅かな損傷は実用上の支障を来さない
[Problems to be Solved by the Invention] In order to ensure the durability of the elastic dam, the dam sheet is embedded with multiple plies of canvas in an effort to improve its strength. Therefore, it has sufficient resistance to river water flow under natural conditions, and if natural shrubs etc. are washed away by water flow and collide with the elastic dam, slight damage to the dam sheet will not be practical. does not interfere with

【0006】然しながら、近年、弾性ダムが人為的に損
傷せしめら、所謂パンク或いはバースト事故に至ってい
ることが散見されている。本発明者において原因を追究
したところ、河川において魚釣、船遊び、水遊び等を行
う人々が増加するにつれ、これらの者が故意又は過失に
より、弾性ダムを銛で突いたり、ナイフで切る等、色々
な方法で人為的に破損せしめる場合があることを究明し
た。また、山中の河川においては、狩猟を行うハンター
が銃砲を弾性ダムに向けて砲撃したり、鳥獣類に向けて
発砲された銃弾が流れ弾として弾性ダムにあたり、破損
する場合があることも知見された。
However, in recent years, it has been observed that elastic dams have been artificially damaged, resulting in so-called puncture or burst accidents. The inventor investigated the cause and found that as the number of people fishing, boating, and playing in the water increases, these people intentionally or negligently harpoon elastic dams, cut them with knives, etc. It has been discovered that there are cases where the damage can be artificially caused by some method. It has also been found that in rivers in the mountains, hunters fire their guns at elastic dams, and bullets fired at birds and animals sometimes hit elastic dams as stray bullets, damaging them. .

【0007】そして、このような人為的な破損の場合、
ダムシートに裂目や貫通孔を生じ、チューブ体中の流体
が漏洩する結果、本来の弾性ダムの機能を失うという重
大な事故となり、憂慮すべき現状にある。
[0007] In the case of such artificial damage,
The current situation is alarming as cracks and through holes occur in the dam sheet, causing fluid in the tube body to leak, resulting in a serious accident in which the original elastic dam function is lost.

【0008】[0008]

【課題を解決するための手段】本発明は、弾性ダムを前
述したような人為的な事故から保護することを目的とし
、チューブ体を構成するダムシートに保護層を設けるこ
とを特徴とする。
[Means for Solving the Problems] The present invention aims to protect an elastic dam from the above-mentioned human-induced accidents, and is characterized by providing a protective layer on a dam sheet constituting a tube body.

【0009】このような保護層を提供する方法としては
、例えば、既設又は既製の弾性ダムの外周囲を別体の保
護ネットや保護シートにより被覆することが考えられる
が、実用上好ましくない。即ち、前述のように、弾性ダ
ムは、流体の注入を介して拡縮変形自在とされた点に特
色を有するが、別体のネットやシートによって弾性ダム
を包囲する構成とした場合、これらのネットやシートを
弾性ダムの拡縮に完全に追従して変形せしめることが困
難になり、前記特色を損なってしまう。また、弾性ダム
は、川床の全幅に亘るため、通常は長大のものであり、
これを現場設置するに際し、同時に別体のネットやシー
トを設置することは、作業能率を低下し設置コストを増
加するため不利である。
[0009] As a method of providing such a protective layer, for example, it is possible to cover the outer periphery of an existing or ready-made elastic dam with a separate protective net or protective sheet, but this is not preferred in practice. That is, as mentioned above, elastic dams are characterized by being expandable and deformable through the injection of fluid, but when the elastic dam is surrounded by separate nets or sheets, these nets It becomes difficult to completely follow the expansion and contraction of the elastic dam and deform the sheet, which impairs the characteristics mentioned above. In addition, elastic dams are usually long because they span the entire width of the river bed.
When installing this on-site, it is disadvantageous to install a separate net or sheet at the same time because it reduces work efficiency and increases installation cost.

【0010】そこで、本発明者は、このような別体のネ
ットやシートではなく、保護層をダムシートに一体成形
することが有利であることを知見した。即ち、ダムシー
トをゴム基層と、該ゴム基層の外面に積層一体化された
弾性保護層との積層構造体に構成することにより、前述
したような問題を生じることなく耐破損性に優れた弾性
ダムを提供することが可能になった。
Therefore, the inventor of the present invention has found that it is advantageous to integrally mold the protective layer with the dam sheet instead of using such a separate net or sheet. That is, by constructing the dam sheet into a laminated structure consisting of a rubber base layer and an elastic protective layer laminated and integrated on the outer surface of the rubber base layer, elasticity with excellent breakage resistance can be achieved without causing the above-mentioned problems. It became possible to provide a dam.

【0011】ところで、前記弾性保護層は、ダムシート
の可撓性を保証する一方で、前述したような人為的な破
損を阻止するためのものであるから、銛で突いても貫通
せず、更には、ライフル銃で砲撃しても銃弾が貫通しな
いような高強度のものでなければならない。
By the way, since the elastic protective layer guarantees the flexibility of the dam sheet and prevents it from being damaged artificially as described above, it will not penetrate even when harpooned. Furthermore, it must be so strong that bullets will not penetrate it even when fired with a rifle.

【0012】このため、本発明者は、可撓性と高強度性
という一見矛盾した二つの要求を満たすため、ダムシー
トの外層を構成する弾性保護層を、多数のセラミックス
小片を埋入したフレキシブルなゴムシート層により構成
することが最も有利であることを知見した。即ち、これ
によりゴムシート層は、全体として可撓性を失わず、従
来と全く同様に弾性ダムの拡縮変形を保証する一方、埋
入されたセラミックス小片により銛や銃弾の貫通を阻止
し且つナイフ等による切裂きを阻止できるものとなる。 この際、多数のセラミックス小片をゴムシート層の平面
方向に隣接しつつ散在して広がるよう埋入することによ
り、ダムシートの全体に保護機能を持たせ局部的な脆弱
部が生じることを防ぐことができた。また、セラミック
ス小片を平面方向にのみ広がらせるだけでなく、ゴムシ
ート層の肉厚内で上下にオーバラップするように散在し
て埋入することにより、銛や銃弾の貫通を確実に阻止す
ることができたものである。
Therefore, in order to satisfy the two seemingly contradictory demands of flexibility and high strength, the present inventor has developed a flexible protective layer comprising a large number of ceramic pieces embedded in the elastic protective layer constituting the outer layer of the dam sheet. It has been found that it is most advantageous to construct the rubber sheet layer with a rubber sheet layer. That is, as a result, the rubber sheet layer does not lose its flexibility as a whole and guarantees the expansion and contraction deformation of the elastic dam in exactly the same way as before, while the embedded ceramic pieces prevent the penetration of harpoons and bullets, and prevent the penetration of harpoons and bullets. It is possible to prevent tearing caused by, etc. At this time, by embedding a large number of small ceramic pieces so that they are spread out and adjacent to each other in the plane direction of the rubber sheet layer, the entire dam sheet has a protective function and prevents the formation of local weak parts. was completed. In addition, by not only spreading the ceramic pieces in the plane direction but also embedding them so that they overlap vertically within the thickness of the rubber sheet layer, we can reliably prevent the penetration of harpoons and bullets. This is what was created.

【0013】而して、本発明が提供する弾性ダムは、河
川の川床に横断方向に設置され、流体の注入を介して拡
縮自在に変形されるゴム製のダムシートから成るチュー
ブ状の弾性ダムにおいて、前記ダムシートは、ゴム基層
と、該ゴム基層の外面に積層一体化された弾性保護層と
の積層構造体から成り、前記弾性保護層は、多数のセラ
ミックス小片をアトランダムに埋入したフレキシブルな
ゴムシート層により構成され、前記セラミックス小片の
多数は、ゴムシート層の平面方向に隣接しつつ散在して
広がると共に、ゴムシート層の肉厚内で上下にオーバラ
ップして散在せしめられて成ることを特徴とする。
[0013] The elastic dam provided by the present invention is a tubular elastic dam made of a rubber dam sheet that is installed in a transverse direction on the bed of a river and is deformed to expand and contract through the injection of fluid. In the dam sheet, the dam sheet is composed of a laminated structure of a rubber base layer and an elastic protective layer laminated and integrated on the outer surface of the rubber base layer, and the elastic protective layer has a large number of ceramic pieces embedded at random. It is composed of a flexible rubber sheet layer, and a large number of the ceramic pieces are scattered and spread adjacent to each other in the plane direction of the rubber sheet layer, and are also scattered vertically and overlappingly within the thickness of the rubber sheet layer. It is characterized by becoming.

【0014】前述した可撓性と高強度性という二つの要
求を満たすため、本発明の好ましい実施態様において、
セラミックス小片は、直径を約2〜4mm、長さを約2
〜8mmとした細長いほぼ円柱形状とされる。また、弾
性保護層の肉厚を約4〜12mmとする場合、ゴムシー
ト層に対するセラミックス小片の埋入量を約4kg/m
2 〜8kg/m2 とするのが良い。
In order to meet the above-mentioned two requirements of flexibility and high strength, in a preferred embodiment of the present invention,
The ceramic piece has a diameter of about 2 to 4 mm and a length of about 2 mm.
It has an elongated, almost cylindrical shape with a length of ~8 mm. In addition, when the thickness of the elastic protective layer is approximately 4 to 12 mm, the amount of ceramic pieces embedded in the rubber sheet layer is approximately 4 kg/m.
It is preferable to set it at 2 to 8 kg/m2.

【0015】更に、本発明は、前述した弾性保護層を備
えた弾性ダムの製造方法を提供するものであり、その特
徴は、表面にゴム用接着剤を塗布したセラミックス小片
の多数を未加硫ゴムの短尺シート上に薄く堆積しつつ散
在せしめた後、非加硫用プレス型により短尺シート内に
セラミックス小片を埋没せしめ、非加硫状態の保護層用
予備シートを得る工程と、未加硫ゴムの連続シートによ
り非加硫状態とされた帯状長尺の基層用予備シートを得
る工程と、前記非加硫状態の基層用予備シートの上に前
記非加硫状態の保護層用予備シートを順次連続して敷並
べた後、加硫用プレス型により基層用予備シートと保護
層用予備シートを加硫一体化してダムシートを成形する
工程と、得られたダムシートを用いてチューブ状弾性ダ
ムを製作する工程とから成る点にある。
Furthermore, the present invention provides a method for manufacturing an elastic dam equipped with the above-mentioned elastic protective layer, and its feature is that a large number of ceramic pieces coated with a rubber adhesive on the surface are unvulcanized. After thinly depositing and scattering ceramic pieces on a short sheet of rubber, ceramic pieces are buried in the short sheet using a non-vulcanizing press mold to obtain a preliminary sheet for a protective layer in an unvulcanized state; A step of obtaining a belt-like long base layer preliminary sheet made into an unvulcanized state by a continuous sheet of rubber, and applying the unvulcanized protective layer preliminary sheet on top of the unvulcanized base layer preliminary sheet. After being laid one after another, the preliminary sheet for the base layer and the preliminary sheet for the protective layer are vulcanized and integrated using a vulcanizing press mold to form a dam sheet, and the obtained dam sheet is used to form a tube-like elastic material. The point is that it consists of the process of manufacturing a dam.

【0016】[0016]

【実施例】以下図面に基づいて本発明の実施例を詳述す
る。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Examples of the present invention will be described in detail below with reference to the drawings.

【0017】(弾性ダムの実施例)図1及び図2に示す
ように、弾性ダム1は、河川2の川床3に横断方向に設
置され、流体の注入を介して拡縮自在に変形されるチュ
ーブ体4から成る。このチューブ体4には、川岸に設置
された操作室5から給排管6を介して空気又は水等の流
体が注入及び排出可能とされている。そこで、チューブ
体4に流体を注入すると、該チューブ体4は、図1のよ
うに拡大膨張して河川2の水流を妨げる堰を形成する。 一方、チューブ体4内の流体を排出すると、該チューブ
体4は、図2のように収縮してフラットになり、河川2
の水流を妨げず放流する。
(Embodiment of an elastic dam) As shown in FIGS. 1 and 2, an elastic dam 1 is a tube that is installed in a transverse direction on a river bed 3 of a river 2 and is deformed to expand and contract through injection of fluid. Consists of 4 bodies. A fluid such as air or water can be injected and discharged into the tube body 4 from an operation room 5 installed on the riverbank via a supply/discharge pipe 6. Therefore, when fluid is injected into the tube body 4, the tube body 4 expands and expands as shown in FIG. 1 to form a dam that blocks the water flow of the river 2. On the other hand, when the fluid inside the tube body 4 is discharged, the tube body 4 contracts and becomes flat as shown in FIG.
The water is discharged without impeding the water flow.

【0018】図3に示すように、弾性ダム1を形成する
チューブ体4は、川床3上に設置されチューブ体4の底
部を構成するシールシート7と、このシールシート7上
に取付けられるゴム製のダムシート8とから成り、ダム
シート8の両側縁をシールシート7の両側縁に気密的又
は水密的に固着され、流体を注入したとき、ダムシート
8を起立するように拡大膨張せしめる。図例の場合、シ
ールシート7の両側縁をアンカーボルトにより川床3に
固着すると共に、該アンカーボルトに付設された金具に
よりダムシート8の両側縁のフランジ部をシールシート
7上に締着している。
As shown in FIG. 3, the tube body 4 forming the elastic dam 1 includes a seal sheet 7 installed on the riverbed 3 and forming the bottom of the tube body 4, and a rubber seal sheet 7 attached to the seal sheet 7. Both side edges of the dam sheet 8 are airtightly or watertightly fixed to both side edges of the seal sheet 7, and when a fluid is injected, the dam sheet 8 is expanded and expanded to stand up. In the case of the illustrated example, both side edges of the seal sheet 7 are fixed to the riverbed 3 with anchor bolts, and flanges on both side edges of the dam sheet 8 are fastened onto the seal sheet 7 using metal fittings attached to the anchor bolts. There is.

【0019】尚、弾性ダム1のチューブ体4は、図例の
ようなシールシート7とダムシート8の別体構成とする
他、例えば、広幅帯状のダムシート8を円筒状に屈曲さ
せて突き合わせ端縁を焼付固着、接着、或いは金具によ
り締着したような一枚一体構成としても良い。
The tube body 4 of the elastic dam 1 may be constructed by separately forming a sealing sheet 7 and a dam sheet 8 as shown in the figure, or by, for example, bending a wide band-shaped dam sheet 8 into a cylindrical shape and butting them together. It is also possible to have a single-piece structure in which the edges are fixed by baking, bonding, or fastened with metal fittings.

【0020】前記ダムシート8は、図3のように、ゴム
基層9と、該ゴム基層9の外面に積層一体化された弾性
保護層10との積層構造体から成る。前記ゴム基層9は
、図4(A)に示すように、ゴム層中にキャンバス11
を複数プライ埋入し一体化している。図例の場合、弾性
ダム1の堰高は約2mであり、ゴム基層9の肉厚は約4
.1mm、キャンバス11は二プライである。然し、弾
性ダム1の堰高が約7mにもなると、ゴム基層9の肉厚
は約16mm、キャンバス11は三プライ以上になる。
As shown in FIG. 3, the dam sheet 8 is composed of a laminated structure including a rubber base layer 9 and an elastic protective layer 10 laminated and integrated on the outer surface of the rubber base layer 9. The rubber base layer 9 has a canvas 11 in the rubber layer, as shown in FIG. 4(A).
are embedded and integrated into multiple plies. In the example shown, the weir height of the elastic dam 1 is approximately 2 m, and the thickness of the rubber base layer 9 is approximately 4 m.
.. 1mm, canvas 11 is two ply. However, if the weir height of the elastic dam 1 is about 7 m, the thickness of the rubber base layer 9 will be about 16 mm, and the canvas 11 will have three or more plies.

【0021】前記弾性保護層10は、図4(A)(B)
に示すように、多数のセラミックス小片12をアトラン
ダムに埋入したフレキシブルなゴムシート層により構成
されている。このセラミックス小片12は、小さな直方
体形状、立方体形状、或いはボール状であっても良いが
、図例のような細長いほぼ円柱形状とされていることが
最も好ましい。図示実施例の場合、セラミックス小片1
2は、αーアルミナ、その他のセラミックスから成り、
直径約2〜4mm(最も好ましくは約2mm)、長さ約
2〜8mm(最も好ましくは約4mm)であり、弾性保
護層10の肉厚を約4〜12mmとした場合、セラミッ
クス小片12の埋入量を約4kg/m2 〜8kg/m
2 とされている。但し、多数のセラミックス小片12
は、全てが同形同大のものでも良いが、異なる形状と大
きさのものを混ぜ合わせても良い。
The elastic protective layer 10 is shown in FIGS. 4(A) and 4(B).
As shown in the figure, it is composed of a flexible rubber sheet layer in which a large number of small ceramic pieces 12 are randomly embedded. The ceramic piece 12 may have a small rectangular parallelepiped shape, a cube shape, or a ball shape, but it is most preferable that it has an elongated substantially cylindrical shape as shown in the figure. In the case of the illustrated embodiment, the ceramic small piece 1
2 is made of α-alumina and other ceramics,
If the elastic protective layer 10 has a diameter of about 2 to 4 mm (most preferably about 2 mm) and a length of about 2 to 8 mm (most preferably about 4 mm), and the thickness of the elastic protective layer 10 is about 4 to 12 mm, the ceramic pieces 12 can be buried. Approximately 4kg/m2 to 8kg/m
2. However, a large number of small ceramic pieces 12
They may all be of the same shape and size, or they may be of different shapes and sizes.

【0022】その理由は、セラミックス小片12の寸法
が余りにも大きいと、ダムシート8の膨張変形時に、該
小片12が変形された弾性保護層10のゴムシート層を
突き破る虞れがあり、その反面、セラミックス小片12
の寸法が余りにも小さいと、後述する弾性保護層10の
予備成形時に該小片12がゴムシート層の全体に亘り均
一に散在し難いばかりか、上述した保護機能に劣るから
である。
The reason for this is that if the size of the ceramic small piece 12 is too large, when the dam sheet 8 expands and deforms, the small piece 12 may break through the deformed rubber sheet layer of the elastic protective layer 10; , ceramic pieces 12
If the dimension of is too small, not only will it be difficult for the small pieces 12 to be uniformly scattered throughout the rubber sheet layer during preforming of the elastic protective layer 10 described later, but the protective function described above will be inferior.

【0023】また、セラミックス小片12の埋入量が4
kg/m2 未満の場合は、ゴムシート層内で小片12
が密に散在せず粗になって上述した保護機能に欠け、そ
の反面、8kg/m2 超過の場合は、小片12が過密
に散在して弾性保護層10の可撓性を満足できなくなる
からである。
[0023] Furthermore, the amount of embedded ceramic pieces 12 is 4.
If the weight is less than 12 kg/m2, 12 small pieces are added within the rubber sheet layer.
On the other hand, if the weight exceeds 8 kg/m2, the small pieces 12 are scattered too densely and the flexibility of the elastic protective layer 10 cannot be satisfied. be.

【0024】図4(B)に示すように、前記セラミック
ス小片12の多数は、ゴムシート層の平面方向に隣接し
つつ散在して広がっており、細長い円柱形状のセラミッ
クス小片12に方向性を持たないので、隣接する小片1
2を前後左右方向に相互に入組状にアトランダムに配し
ている。従って、細い銛の先端や、口径の小さい弾丸が
弾性保護層10の如何なる部分に刺突しても、必ずセラ
ミックス小片12が貫通を阻害する位置に存在している
。また、弾性保護層10をナイフ等の刃物により切断し
ようとしても、切断線を遮るように必ずセラミックス小
片12が位置している。
As shown in FIG. 4(B), a large number of the ceramic pieces 12 are scattered and spread adjacent to each other in the plane direction of the rubber sheet layer, and the elongated cylindrical ceramic pieces 12 have a directionality. Since there is no adjacent piece 1
2 are arranged at random in a mutually interlocking manner in the front, back, left and right directions. Therefore, even if the tip of a thin harpoon or a small-caliber bullet pierces any part of the elastic protective layer 10, the small ceramic piece 12 is always present at a position that inhibits the penetration. Moreover, even if an attempt is made to cut the elastic protective layer 10 with a cutting tool such as a knife, the small ceramic piece 12 is always located so as to block the cutting line.

【0025】更に、図4(A)に示すように、セラミッ
クス小片12の多数は、ゴムシート層の肉厚内で上下に
オーバラップして散在せしめられている。即ち、図例の
場合、セラミックス小片12の多数が、弾性保護層10
の表面に近い部分において平面方向に広がる第一の層1
3と、該第一の層13の下方に位置する第二の層14と
、更に下方に位置する第三の層15とを形成し、弾性保
護層10の肉厚方向に関して、各層におけるセラミック
ス小片12の隣接間隔を他の層におけるセラミックス小
片12により塞ぐように配されている。このため、細い
銛の先端や、口径の小さい弾丸が弾性保護層10の表面
から前記第一の層13のセラミックス小片12の隣接間
隔(平面方向に隣接する二つのセラミックス小片12の
間)に刺突され、これらのセラミックス小片12を横方
向に押し退けつつ進入しても、下層14、15における
セラミックス小片12に遮られ進入を阻止されることに
なる。
Furthermore, as shown in FIG. 4(A), a large number of ceramic pieces 12 are scattered in a vertically overlapping manner within the thickness of the rubber sheet layer. That is, in the case of the illustrated example, many of the ceramic pieces 12 are attached to the elastic protective layer 10.
A first layer 1 that spreads in the plane direction in a portion close to the surface of
3, a second layer 14 located below the first layer 13, and a third layer 15 located further below. The ceramic pieces 12 in the other layer are arranged so as to close the adjacent spaces between the ceramic pieces 12 in the other layer. Therefore, the tip of a thin harpoon or a bullet with a small diameter pierces the space between adjacent ceramic pieces 12 of the first layer 13 (between two ceramic pieces 12 adjacent in the plane direction) from the surface of the elastic protective layer 10. Even if the ceramic pieces 12 are pushed aside laterally and the ceramic pieces 12 are pushed aside, the ceramic pieces 12 in the lower layers 14 and 15 block the ceramic pieces 12 from entering.

【0026】(製造方法の実施例)前述した弾性保護層
10を備えたダムシート8は、次の工程により製造する
ことができる。
(Embodiment of manufacturing method) The dam sheet 8 provided with the elastic protective layer 10 described above can be manufactured by the following steps.

【0027】(保護層用予備シートの製作工程)先ず、
図5(A)に示すように、準備されたセラミックス小片
12の表面にゴム用接着剤16を塗布し乾燥させる。こ
の接着剤16は、塩化ゴムを溶剤に溶解し、これに反応
性フェノール樹脂を添加したものを主成分としたもので
あり、例えば、ケムロック205及び220の商標の下
で市販されているものがある。この接着剤塗布の方法は
、多数のセラミックス小片12を籠に入れて接着剤中に
浸漬しても良いが、噴霧器により接着剤を多数の小片1
2に噴霧付着せしめても良い。尚、塗布された接着剤1
6は、自然乾燥される。
(Production process of preliminary sheet for protective layer) First,
As shown in FIG. 5A, a rubber adhesive 16 is applied to the surface of the prepared ceramic piece 12 and dried. The adhesive 16 is mainly composed of chlorinated rubber dissolved in a solvent and a reactive phenolic resin added thereto. For example, adhesives commercially available under the trademarks of Chemlock 205 and 220 are be. In this adhesive application method, a large number of small ceramic pieces 12 may be placed in a basket and dipped into the adhesive, but a sprayer may be used to apply the adhesive to a large number of small pieces 12.
2 may be applied by spraying. In addition, the applied adhesive 1
6 is air dried.

【0028】次いで、図5(B)に示すように、前記セ
ラミックス小片12の多数を未加硫ゴムの短尺シート1
7上に薄く堆積しつつ散在せしめる。このセラミックス
小片12の散在量は、前述したような約4kg/m2 
〜8kg/m2 であり、短尺シート17の寸法は、例
えば、1350mm(幅)×2000mm(長さ)、或
いは、その他の適宜寸法とされる。
Next, as shown in FIG. 5(B), a large number of the ceramic pieces 12 are placed on a short sheet 1 of unvulcanized rubber.
7 while being thinly deposited and scattered. The amount of scattered ceramic pieces 12 is approximately 4 kg/m2 as described above.
~8 kg/m2, and the dimensions of the short sheet 17 are, for example, 1350 mm (width) x 2000 mm (length), or other appropriate dimensions.

【0029】その後、図5(C)に示すように、未加硫
ゴムの短尺シート17に多数のセラミックス小片12を
載せた状態で上下金型18、19による非加硫用プレス
型を用いてプレスし、未加硫ゴムの短尺シート17内に
セラミックス小片12を埋没せしめ、肉厚約4〜12m
m程度の非加硫状態の保護用予備シート20を得る。埋
没された多数のセラミックス小片12は、弾性保護層1
0について上述したところと同様にアトランダムに配さ
れる。このプレス工程において、前記未加硫の短尺シー
トは、常温でプレスされるだけであり加硫されない。或
いは、非加硫用プレス型を60〜80度(摂氏)に加熱
せしめれば、ゴムの加硫には至らないが、ゴムを柔軟化
せしめることにより、短尺シート17の塑性変形による
セラミックス小片12の埋入が容易となる。このように
、非加硫プレス型によりプレスされた保護層用予備シー
ト20は、ゴム素材を未加硫のままの状態とされる。或
いは離型後に少なくともゴムの焼けと称される程度の自
然加硫による半加硫状態を生起されることはあっても、
後にホットプレスによる本加硫を可能とする「非加硫状
態」のものとされている。
Thereafter, as shown in FIG. 5(C), a large number of small ceramic pieces 12 are placed on a short sheet 17 of unvulcanized rubber, and a press die for unvulcanization with upper and lower molds 18 and 19 is used to press the short sheet 17 of unvulcanized rubber. The ceramic pieces 12 are pressed and buried in a short sheet 17 of unvulcanized rubber, and the thickness is approximately 4 to 12 m.
A preliminary protective sheet 20 in an unvulcanized state having a size of about 100 m is obtained. A large number of buried ceramic pieces 12 are embedded in the elastic protective layer 1
They are arranged randomly in the same way as described above for 0. In this pressing step, the unvulcanized short sheet is only pressed at room temperature and is not vulcanized. Alternatively, if the non-vulcanization press mold is heated to 60 to 80 degrees Celsius, the rubber will not be vulcanized, but the rubber will be softened and the ceramic pieces 12 will be formed by plastic deformation of the short sheet 17. embedment becomes easy. In this way, the protective layer preliminary sheet 20 pressed by the non-vulcanizing press type leaves the rubber material in an unvulcanized state. Or, even if a semi-vulcanized state due to natural vulcanization, which is at least referred to as rubber burning, occurs after mold release,
It is said to be in a "non-vulcanized state" which allows it to be fully vulcanized later by hot pressing.

【0030】この保護層用予備シート20は、図6に示
すように、両側縁に位置する断面を傾斜せしめる(図例
の場合、45度の角度で傾斜する)ことにより、接合部
21a、21bを形成される。この傾斜した接合部21
a、21bを形成するためには、前記金型18、19の
内面に該接合部に相当する斜面を付与しておき、前記非
加硫用プレス型によるプレス時に短尺シート17の塑性
変形を介してプレス成形することが好ましいが、保護層
用予備シート20を成形した後、カッター手段により側
縁を斜めに切断することによって形成しても良い。
As shown in FIG. 6, this protective layer preliminary sheet 20 has joints 21a and 21b formed by slanting the cross sections located on both side edges (in the illustrated example, slanting at an angle of 45 degrees). is formed. This inclined joint 21
a, 21b, the inner surfaces of the molds 18, 19 are provided with slopes corresponding to the joint portions, and the short sheets 17 are deformed through plastic deformation during pressing with the non-vulcanizing press mold. Although it is preferable that the protective layer preliminary sheet 20 is press-molded, the protective layer may be formed by cutting the side edges diagonally using a cutter means.

【0031】(基層用予備シートの製作工程)前記保護
層用予備シート20の製作工程とは別に、上述したダム
シートのゴム基層9を成形するための基層用予備シート
22が製作される。この基層用予備シート22の製作工
程は、従来の弾性ダムにおけるダムシートを製造する中
間工程と同じであるから図示省略しているが、従来と同
様、未加硫ゴムの連続シートによる帯状長尺のものであ
り、内部に必要に応じたプライ数のキャンバス11が埋
入されている。このような基層用予備シート22を製作
する方法としては、必要枚数のキャンバス11の各々を
挟んで未加硫ゴムシートをサンドイッチ状に積層せしめ
ても良いが、或いは、予め未加硫ゴムにより被覆された
所定の肉厚のゴム引布を用い、このようなゴム引布を必
要枚積層することにより製作しても良い。尚、この基層
用予備シート22の肉厚及び幅寸法は、上述したように
目的とする弾性ダムの堰高に応じて決定される。
(Manufacturing process of preliminary sheet for base layer) Separately from the process of manufacturing the preliminary sheet for protective layer 20, a preliminary sheet for base layer 22 for molding the rubber base layer 9 of the dam sheet described above is manufactured. The manufacturing process of this base layer preliminary sheet 22 is not shown because it is the same as the intermediate process of manufacturing the dam sheet in conventional elastic dams, but as in the past, it is made of a continuous sheet of unvulcanized rubber. The canvas 11 has as many plies as necessary and is embedded inside. As a method for manufacturing such a preliminary sheet 22 for the base layer, unvulcanized rubber sheets may be laminated in a sandwich manner with each of the necessary number of canvases 11 sandwiched between them, It may also be manufactured by using a rubberized cloth having a predetermined thickness and laminating the required number of such rubberized cloths. The thickness and width of this base layer preliminary sheet 22 are determined depending on the target weir height of the elastic dam, as described above.

【0032】この基層用予備シート22も、前記保護層
用予備シート20と同様に、後にホットプレスによる本
加硫を可能とするように「非加硫状態」のままとされる
[0032] Like the preliminary protective layer sheet 20, this base layer preliminary sheet 22 is also kept in an "unvulcanized state" so that it can later be fully vulcanized by hot pressing.

【0033】(ダムシート成形工程)図6に示すように
、前述の非加硫状態とされた基層用予備シート22の上
に、非加硫状態とされた保護層用予備シート20を順次
連続して敷並べる。この際、隣接して敷並べられる保護
層用予備シート20、20は、相互に接続部21a、2
1bを重合せしめられる。尚、基層用予備シート22の
上に保護層用予備シート20を敷並べるに際しては、両
予備シート20、22のゴム配合が相互に異なり、後の
加硫工程における加硫進行速度が相互に異なる場合は、
両予備シートの間に別の未加硫ゴムシートを付加して介
在せしめたり、或いはゴム用接着剤の塗膜を介在せしめ
れば良い。しかし、両予備シート20、22の加硫進行
速度がほぼ同じものである場合は、このような付加的介
在層を有しなくても、後のホットプレスにより両予備シ
ートは加硫一体化される。
(Dam sheet forming process) As shown in FIG. 6, the unvulcanized preliminary sheet 20 for the protective layer is successively placed on the preliminary sheet 22 for the base layer that has been rendered unvulcanized. and spread it out. At this time, the protective layer preliminary sheets 20, 20 that are laid out adjacently are connected to each other at the connecting portions 21a, 2.
1b is polymerized. In addition, when laying the preliminary sheet 20 for the protective layer on the preliminary sheet 22 for the base layer, the rubber compositions of both preliminary sheets 20 and 22 are different from each other, and the vulcanization progress speed in the subsequent vulcanization step is different from each other. In case,
Another unvulcanized rubber sheet may be added and interposed between the two preliminary sheets, or a coating film of a rubber adhesive may be interposed therebetween. However, if the vulcanization progress speeds of both preliminary sheets 20 and 22 are approximately the same, both preliminary sheets can be vulcanized and integrated by subsequent hot pressing even without such an additional intervening layer. Ru.

【0034】保護層用予備シート20を順次敷並べられ
た基層用予備シート22は、帯状に連続して連続加硫機
へと送られ、図5(D)に示すように、連続加硫機にお
ける加硫用プレス型の上下型23、24によりホットプ
レスされ、両シート20、22を加硫一体化して上述し
たダムシート8を成形される。
The base layer preliminary sheet 22, on which the protective layer preliminary sheet 20 has been laid out in sequence, is continuously conveyed in a band shape to a continuous vulcanizer, as shown in FIG. 5(D). The dam sheet 8 is hot-pressed by the upper and lower molds 23 and 24 of the vulcanizing press mold, and both sheets 20 and 22 are vulcanized and integrated to form the above-mentioned dam sheet 8.

【0035】このホットプレスによる加硫に際し、各保
護層用予備シート20は、接合部21a、21bを加硫
一体化されるので、成形後の弾性保護層10の表面に継
ぎ目や目地を有せず、所謂シームレス状に一体化される
。また、加硫中の保護層用予備シート20内で、多数の
セラミックス小片12は、ゴム用接着剤16を介して全
周をゴム中に強固に接着せしめられる。
During this hot press vulcanization, the joint parts 21a and 21b of each protective layer preliminary sheet 20 are vulcanized and integrated, so that the surface of the elastic protective layer 10 after molding does not have seams or joints. First, they are seamlessly integrated. Further, within the protective layer preliminary sheet 20 during vulcanization, a large number of ceramic pieces 12 are firmly adhered to the rubber around the entire circumference via the rubber adhesive 16.

【0036】(弾性ダムの製作工程)このようにして製
造されたダムシート8は、表層に本発明の弾性保護層1
0を積層一体化している他は従来のダムシートと同様で
あるから、従来と同様の方法によりチューブ状に屈曲せ
しめられ、図1〜3に示すような弾性ダム1として用い
られる。
(Manufacturing process of elastic dam) The dam sheet 8 manufactured in this way has the elastic protective layer 1 of the present invention on the surface layer.
Since it is the same as a conventional dam sheet except that 0 is laminated and integrated, it is bent into a tube shape by the same method as the conventional method and used as an elastic dam 1 as shown in FIGS. 1 to 3.

【0037】[0037]

【発明の効果】請求項1〜3に記載の本発明によれば、
従来と同様に拡縮変形自在でありながら、銛や銃弾等の
人為的な危害によっても所謂パンク或いはバーストを生
じることがない弾性ダムを提供できる効果がある。
Effects of the Invention According to the present invention as set forth in claims 1 to 3,
It is possible to provide an elastic dam that is expandable and deformable as in the past, but does not suffer from punctures or bursts due to artificial hazards such as harpoons or bullets.

【0038】特に、多数のセラミックス小片をアトラン
ダムに埋入したフレキシブルなゴムシート層から構成さ
れる弾性保護層が、セラミックス小片の多数をゴムシー
ト層の平面方向に隣接して散在しつつ広がらせ、しかも
、ゴムシート層の肉厚内で上下にオーバラップして散在
せしめているので、何者かが、銛の細い先端や、口径の
小さい銃弾等を弾性保護層の外面に刺突しようとしたり
、ナイフで弾性保護層を切り裂くよう試みても、このよ
うな刺突方向や切り裂き方向に関してセラミックス小片
が平面方向と肉厚方向の両方向から遮り破損を阻止する
。このため、可撓性と高強度性の二つの要求を満たした
ダムシートを提供するものとして頗る優れている。
In particular, an elastic protective layer composed of a flexible rubber sheet layer in which a large number of small ceramic pieces are randomly embedded is arranged such that a large number of small ceramic pieces are scattered and spread adjacent to each other in the plane direction of the rubber sheet layer. Moreover, since they are scattered vertically and overlapping within the thickness of the rubber sheet layer, someone may try to pierce the outer surface of the elastic protective layer with the thin tip of a harpoon or a small-caliber bullet, etc. Even if an attempt is made to cut the elastic protective layer with a knife, the small ceramic pieces block the piercing or tearing direction from both the plane direction and the wall thickness direction, thereby preventing damage. Therefore, it is outstanding as a dam sheet that satisfies the two requirements of flexibility and high strength.

【0039】請求項4に記載の本発明によれば、前述し
たような弾性ダムを簡単な方法で製造できる効果がある
According to the fourth aspect of the present invention, there is an effect that the elastic dam as described above can be manufactured by a simple method.

【0040】特に、ダムシートの製造に際し、保護層用
予備シートと、基層用予備シートを何れも非加硫状態で
準備した後、これを重合して加硫一体化するものである
から、二回加硫を行う方法の場合のようなゴム劣化によ
る弾性劣化を生じることはなく、所期目的通りのゴム特
性によるダムシートを提供できる。しかも、予備製作工
程において、保護層用予備シートは、多数のセラミック
ス小片を埋没せしめた短尺なシート状物を簡便に多数製
作した後、これを帯状に連続する基層用予備シート上に
敷並べた後、ダムシート成形工程において加硫一体成形
するものであるから、製造が簡単であり、極めて能率的
にダムシートを製造できるという効果がある。
In particular, when manufacturing the dam sheet, the preliminary sheet for the protective layer and the preliminary sheet for the base layer are both prepared in an unvulcanized state, and then they are polymerized and vulcanized into one piece. Elastic deterioration due to rubber deterioration unlike in the case of double vulcanization does not occur, and it is possible to provide a dam sheet with the desired rubber properties. Moreover, in the preliminary manufacturing process, the preliminary sheet for the protective layer was simply produced in large numbers in short sheets in which a large number of small ceramic pieces were embedded, and then these were laid out in a continuous strip on the preliminary sheet for the base layer. After that, in the dam sheet forming process, the dam sheet is integrally molded by vulcanization, so manufacturing is simple and the dam sheet can be manufactured extremely efficiently.

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

【図1】本発明の1実施例に係る弾性ダムの拡大膨張状
態を示す斜視図である。
FIG. 1 is a perspective view showing an expanded state of an elastic dam according to an embodiment of the present invention.

【図2】本発明の1実施例に係る弾性ダムの収縮状態を
示す斜視図である。
FIG. 2 is a perspective view showing a contracted state of an elastic dam according to an embodiment of the present invention.

【図3】本発明の1実施例に係る弾性ダムの縦断面図で
ある。
FIG. 3 is a longitudinal cross-sectional view of an elastic dam according to one embodiment of the present invention.

【図4】本発明の1実施例に係る弾性ダムにおけるダム
シートを示しており、(A)は拡大縦断面図、(B)は
平面図である。
FIG. 4 shows a dam sheet in an elastic dam according to an embodiment of the present invention, in which (A) is an enlarged longitudinal sectional view and (B) is a plan view.

【図5】本発明の1実施例に係る弾性ダムに用いるダム
シートの製造方法を示しており、(A)はセラミックス
小片に対するゴム用接着剤の塗布工程を示す斜視図であ
り、(B)は多数のセラミックス小片を未加硫ゴムの短
尺シートに薄く堆積せしめた状態を示す縦断面図であり
、(C)は冷間プレスにより保護層用予備シートを成形
する状態を示す縦断面図であり、(D)は熱間プレスに
より基層用予備シートと保護層用予備シートを加硫一体
化してダムシートを成形する状態を示す縦断面図である
FIG. 5 shows a method for manufacturing a dam sheet used in an elastic dam according to an embodiment of the present invention, in which (A) is a perspective view showing a step of applying a rubber adhesive to a small ceramic piece, and (B) (C) is a vertical cross-sectional view showing a state in which a large number of ceramic pieces are thinly deposited on a short sheet of unvulcanized rubber, and (C) is a vertical cross-sectional view showing a state in which a preliminary sheet for a protective layer is formed by cold pressing. (D) is a longitudinal cross-sectional view showing a state in which a preliminary sheet for a base layer and a preliminary sheet for a protective layer are vulcanized and integrated by hot pressing to form a dam sheet.

【図6】基層用予備シート上に保護層用予備シートを連
続して敷並べる方法を示す縦断面図である。
FIG. 6 is a longitudinal cross-sectional view showing a method of successively laying out a protective layer preliminary sheet on a base layer preliminary sheet.

【符号の説明】[Explanation of symbols]

1  弾性ダム 2  河川 3  川床 4  チューブ体 8  ダムシート 9  ゴム基層 10  弾性保護層 12  セラミックス小片 16  ゴム用接着剤 17  未加硫ゴムの短尺シート 20  保護用予備シート 22  基層用予備シート 1 Elastic dam 2 River 3 Kawadoko 4 Tube body 8 Dam seat 9 Rubber base layer 10 Elastic protective layer 12 Ceramic pieces 16 Rubber adhesive 17 Short sheet of unvulcanized rubber 20 Protective spare sheet 22 Preliminary sheet for base layer

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】  河川の川床に横断方向に設置され、流
体の注入を介して拡縮自在に変形されるゴム製のダムシ
ートから成るチューブ状の弾性ダムにおいて、前記ダム
シートは、ゴム基層と、該ゴム基層の外面に積層一体化
された弾性保護層との積層構造体から成り、前記弾性保
護層は、多数のセラミックス小片をアトランダムに埋入
したフレキシブルなゴムシート層により構成され、前記
セラミックス小片の多数は、ゴムシート層の平面方向に
隣接しつつ散在して広がると共に、ゴムシート層の肉厚
内で上下にオーバラップして散在せしめられて成ること
を特徴とする拡縮自在な弾性ダム。
1. A tubular elastic dam comprising a rubber dam sheet that is installed transversely on a river bed and is expandably deformed through injection of fluid, the dam sheet comprising a rubber base layer; It consists of a laminated structure with an elastic protective layer laminated and integrated on the outer surface of the rubber base layer, and the elastic protective layer is constituted by a flexible rubber sheet layer in which a large number of ceramic pieces are randomly embedded, and the ceramic A freely expandable and contractible elastic dam characterized in that a large number of small pieces are scattered and spread adjacent to each other in the planar direction of a rubber sheet layer, and are overlapped vertically within the thickness of the rubber sheet layer. .
【請求項2】  セラミックス小片が直径を約2〜4m
m、長さを約2〜8mmとした細長いほぼ円柱形状とさ
れたことを特徴とする請求項1に記載の拡縮自在な弾性
ダム。
[Claim 2] The ceramic pieces have a diameter of approximately 2 to 4 m.
2. The expandable and contractible elastic dam according to claim 1, wherein the expandable and contractible elastic dam has an elongated, substantially cylindrical shape with a length of about 2 to 8 mm.
【請求項3】  弾性保護層の肉厚を約4〜12mmと
し、ゴムシート層に対するセラミックス小片の埋入量を
約4kg/m2 〜8kg/m2 としたことを特徴と
する請求項2に記載の拡縮自在な弾性ダム。
3. The elastic protective layer has a thickness of about 4 to 12 mm, and the amount of ceramic pieces embedded in the rubber sheet layer is about 4 kg/m2 to 8 kg/m2. An elastic dam that can be expanded and contracted.
【請求項4】  表面にゴム用接着剤を塗布したセラミ
ックス小片の多数を未加硫ゴムの短尺シート上に薄く堆
積しつつ散在せしめた後、非加硫用プレス型により短尺
シート内にセラミックス小片を埋没せしめ、非加硫状態
の保護層用予備シートを得る工程と、未加硫ゴムの連続
シートにより非加硫状態とされた帯状長尺の基層用予備
シートを得る工程と、前記非加硫状態の基層用予備シー
トの上に前記非加硫状態の保護層用予備シートを順次連
続して敷並べた後、加硫用プレス型により基層用予備シ
ートと保護層用予備シートを加硫一体化してダムシート
を成形する工程と、得られたダムシートを用いてチュー
ブ状弾性ダムを製作する工程とから成ることを特徴とす
る拡縮自在な弾性ダムの製造方法。
4. A large number of small ceramic pieces coated with a rubber adhesive on the surface are thinly deposited and scattered on a short sheet of unvulcanized rubber, and then a press mold for non-vulcanization is used to form small ceramic pieces in the short sheet. a step of embedding the unvulcanized rubber to obtain a preliminary sheet for the protective layer in an unvulcanized state; a step of obtaining a preliminary sheet for the base layer in a long belt-like state rendered unvulcanized by a continuous sheet of unvulcanized rubber; After sequentially and consecutively laying out the unvulcanized preliminary sheets for the protective layer on the preliminary sheet for the base layer in the cured state, the preliminary sheets for the base layer and the preliminary sheet for the protective layer are vulcanized using a vulcanizing press mold. A method for manufacturing a expandable and contractible elastic dam, comprising the steps of forming a dam sheet by integrating the dam sheet, and manufacturing a tubular elastic dam using the obtained dam sheet.
JP3128557A 1991-04-30 1991-04-30 Flexible elastic dam and method of manufacturing the same Expired - Lifetime JPH0686726B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3128557A JPH0686726B2 (en) 1991-04-30 1991-04-30 Flexible elastic dam and method of manufacturing the same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3128557A JPH0686726B2 (en) 1991-04-30 1991-04-30 Flexible elastic dam and method of manufacturing the same

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP7354237A Division JP2709806B2 (en) 1995-12-26 1995-12-26 Manufacturing method of elastic dam that can be expanded and contracted

Publications (2)

Publication Number Publication Date
JPH04330111A true JPH04330111A (en) 1992-11-18
JPH0686726B2 JPH0686726B2 (en) 1994-11-02

Family

ID=14987711

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3128557A Expired - Lifetime JPH0686726B2 (en) 1991-04-30 1991-04-30 Flexible elastic dam and method of manufacturing the same

Country Status (1)

Country Link
JP (1) JPH0686726B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014020174A (en) * 2012-07-23 2014-02-03 Marsima Aqua System Corp Anchor belts for oscillation type breakwater and method of manufacturing the same

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106400731A (en) * 2016-11-29 2017-02-15 天津大学前沿技术研究院有限公司 Quality-divided impoundment estuary ocean reservoir

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6097335A (en) * 1983-11-01 1985-05-31 Matsushita Electric Ind Co Ltd Optical device
JPS612606A (en) * 1984-06-15 1986-01-08 Tokai Rubber Ind Ltd Conveyor belt
JPS627690U (en) * 1985-06-28 1987-01-17
JPS63189515A (en) * 1987-02-03 1988-08-05 Bridgestone Corp Damage-proof flexible film dam

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6097335A (en) * 1983-11-01 1985-05-31 Matsushita Electric Ind Co Ltd Optical device
JPS612606A (en) * 1984-06-15 1986-01-08 Tokai Rubber Ind Ltd Conveyor belt
JPS627690U (en) * 1985-06-28 1987-01-17
JPS63189515A (en) * 1987-02-03 1988-08-05 Bridgestone Corp Damage-proof flexible film dam

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014020174A (en) * 2012-07-23 2014-02-03 Marsima Aqua System Corp Anchor belts for oscillation type breakwater and method of manufacturing the same

Also Published As

Publication number Publication date
JPH0686726B2 (en) 1994-11-02

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