JPH0742690B2 - Flexible membrane weir - Google Patents

Flexible membrane weir

Info

Publication number
JPH0742690B2
JPH0742690B2 JP60095954A JP9595485A JPH0742690B2 JP H0742690 B2 JPH0742690 B2 JP H0742690B2 JP 60095954 A JP60095954 A JP 60095954A JP 9595485 A JP9595485 A JP 9595485A JP H0742690 B2 JPH0742690 B2 JP H0742690B2
Authority
JP
Japan
Prior art keywords
flexible membrane
weir
rubber
rubber sheet
main 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.)
Expired - Lifetime
Application number
JP60095954A
Other languages
Japanese (ja)
Other versions
JPS61254710A (en
Inventor
建夫 村松
守 高崎
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 JP60095954A priority Critical patent/JPH0742690B2/en
Publication of JPS61254710A publication Critical patent/JPS61254710A/en
Publication of JPH0742690B2 publication Critical patent/JPH0742690B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】 産業上の利用分野 本発明は農業用水の取水のための堰等に用いられる通常
ゴム堰と称せられる可撓性膜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 flexible membrane weir generally called a rubber weir used for a weir for intake of agricultural water.

従来技術 第10図に図示されるような外周面が滑らかな表面をなし
たゴム堰01においてはゴム堰を越流した水流は、ゴム堰
の下流側表面の低い箇所A迄付着し、この箇所A付近で
ゴム堰表面から剥離していた。
2. Description of the Related Art In a rubber weir 01 having a smooth outer peripheral surface as shown in FIG. 10, a water flow overflowing the rubber weir adheres to a low point A on the downstream surface of the rubber weir. It was peeled off from the surface of the rubber weir in the vicinity of A.

そしてこの水流の剥離点A付近ではゴム堰の表面に働ら
く外圧力は負圧として作用するので堰高により上流側水
位が高くなり、ゴム堰を越流した水流が有するエネルギ
ーが大きくなると、その負圧が大きくなるとともに、僅
かな流れの乱れによる剥離点Aの位置変動が生じ、ゴム
堰を振動した。
In the vicinity of the separation point A of this water flow, the external pressure that acts on the surface of the rubber weir acts as a negative pressure, so the upstream water level increases due to the height of the weir, and when the energy of the water flow that overflows the rubber weir increases, As the negative pressure increased, the position of the separation point A fluctuated due to slight turbulence of the flow, and the rubber dam was vibrated.

また第11図に示すように倒伏時に折り曲げ部分が盛り上
り、転石等により局部的に損傷、摩耗する欠点があっ
た。
In addition, as shown in FIG. 11, there was a defect that the bent portion bulged during the fall and the stone was locally damaged or worn due to a boulder or the like.

そこで2枚のゴムシートを上下重ね合わせ、その側縁を
上下一体成型した板状袋体をなすゴム堰が考えられた。
Therefore, a rubber weir has been considered, which is a plate-shaped bag body in which two rubber sheets are vertically stacked and side edges thereof are integrally molded.

これは倒伏時には折り曲げによる盛り上がりがなく、起
立時には第12図に示すように一体成型された側縁が河巾
方向に亘って突条02を形成し、ゴム堰01を越流した水流
は常に同突条02より強制的にゴム堰01から剥離されるの
で剥離点の変動によるゴム堰の振動も防止することがで
きる。
This is because there is no swelling due to bending when lying down, and when standing up, the integrally molded side edges form a ridge 02 across the river width as shown in Fig. 12, and the water flow that overflows the rubber weir 01 is always the same. Since it is forcibly separated from the rubber weir 01 by the ridges 02, it is possible to prevent the vibration of the rubber weir due to the change of the separation point.

発明が解決しようとする問題点 しかし突条02が水流によって受ける力は相当大きいので
それなりの強度を必要とする。
Problems to be Solved by the Invention However, since the force applied to the ridge 02 by the water flow is considerably large, a certain amount of strength is required.

特に突条02はゴム堰自体が大型化すると他の本体部に比
べ弱く補強の何らかの工夫を必要とした。
In particular, the ridge 02 is weaker than other main body parts when the rubber weir itself becomes large, and thus requires some kind of reinforcement.

また従来のゴム堰は本体が直接水流にさらされるので、
転石、流木等の衝突を直接受取、耐摩耗および耐衝撃に
問題があった。
In addition, since the main body of the conventional rubber weir is directly exposed to the water flow,
There was a problem in abrasion resistance and impact resistance because it directly received the collision of boulders and driftwood.

本発明はかかる点に鑑みなされたものでその目的とする
処は、可撓性膜本体に、突条が形成される可撓性膜構造
物をカバーすることにより、可撓性膜堰の振動を防止す
るとともに突条の強化および可撓性膜堰本体の損傷を防
止することができる可撓性膜堰を簡単な設置作業で安価
に供する点にある。
The present invention has been made in view of the above point, and an object of the present invention is to cover a flexible film structure in which a ridge is formed on a flexible film main body so that a vibration of a flexible film weir is generated. It is possible to provide a flexible membrane weir capable of preventing the above-mentioned problems and strengthening the ridges and preventing damage to the main body of the flexible membrane weir at a low cost by a simple installation work.

問題点を解決するための手段および作用 本発明は、河川を横切って布設され流体の送入により起
立し、排出により倒伏する可撓性膜堰において、前記流
体の送入・排出により起立・倒伏する可撓性膜本体の外
側全面を該可撓性膜本体と一体とせずに可撓性膜構造物
をもってカバーし、前記可撓性膜本体の重ね合わされた
両端部を前記可撓性膜構造物の両端部が挟持し、同挟持
部を固定具により共に河床に固着し、前記可撓性膜構造
物は前記可撓性膜本体の起立に伴なって起立し表面に河
川の流れに直角の方向に指向した1条の突条が形成され
ている可撓性膜堰である。
Means and Actions for Solving Problems The present invention relates to a flexible membrane weir that is laid across a river and stands up by feeding in a fluid and falls down by discharging the fluid. The entire outer surface of the flexible membrane body is covered with the flexible membrane structure without being integrated with the flexible membrane body, and the overlapping both ends of the flexible membrane body are covered with the flexible membrane structure. Both ends of the object are clamped, and the clamps are fixed together on the river bed by a fixture, and the flexible membrane structure stands up along with the standing of the flexible membrane main body and is perpendicular to the river flow on the surface. It is a flexible membrane weir in which one ridge oriented in the direction of is formed.

したがって転石および流木等による損傷を本体に直接受
けず、構造的に強度な可撓性膜構造物を選ぶことにより
耐摩耗性、耐衝撃性に強くまた突条部の強化を図ること
ができ、かつ振動防止の効果も有する。
Therefore, the main body is not directly damaged by boulders and driftwood, and by selecting a structurally strong flexible membrane structure, it is possible to strengthen abrasion resistance and impact resistance and strengthen the ridges. It also has the effect of preventing vibration.

また前記可撓性膜本体の重ね合わされた両端部を前記可
撓性膜構造物の両端部が挟持し同挟持部を固定具により
共に河床に固着するので、固定具は1箇所分でよく、設
置作業に労力と時間を要せず容易であり、コストの低減
を図ることができ、またメンテナンスも容易である。
Moreover, since both ends of the flexible membrane structure are sandwiched between both ends of the flexible membrane structure and the sandwiched portions are fixed to the river bed together by the fixing tool, the fixing tool only needs to be provided at one place, The installation work is easy without requiring labor and time, the cost can be reduced, and the maintenance is easy.

実施例 以下第1図ないし第5図に図示した本発明に係る実施例
について説明する。
Embodiments Embodiments according to the present invention shown in FIGS. 1 to 5 will be described below.

本実施例におけるゴム堰1はその本体とするところの袋
状ゴムシート2を表面に突起4を備えた保護用ゴムシー
ト3で覆い(第2図参照)、各々の端縁部2a、3aを一括
して河床面に固定したものである。
In the rubber weir 1 in this embodiment, a bag-shaped rubber sheet 2 which is the main body is covered with a protective rubber sheet 3 having projections 4 on its surface (see FIG. 2), and the respective edge portions 2a, 3a are It is fixed on the riverbed surface all at once.

ゴム堰を布設する河床にはコンクリートが打ち込まれて
おり同コンクリート河床5の頂面5aとその河川両岸に隣
接した法面5bとに亘り第3図に示すようにゴムシート2
および保護用ゴムシート3の端縁部2a、3aを上流側に向
けて配置し、同端縁部に押え金6を当てがいアンカーボ
ルト7を打ち込んでナット8で固定し一括してコンクリ
ート層に固着せしめる。
Concrete is driven into the riverbed where the rubber weir is laid, and the rubber sheet 2 is stretched over the top surface 5a of the concrete riverbed 5 and the slopes 5b adjacent to both banks of the river as shown in FIG.
Also, the edge portions 2a, 3a of the protective rubber sheet 3 are arranged toward the upstream side, the presser foot 6 is applied to the edge portion and the anchor bolt 7 is driven and fixed with the nut 8 to collectively form the concrete layer. Fix it firmly.

したがってアンカーボルト7や押え金6などの固定具は
1箇所分でよく部品点数が少なく設置作業も労力、時間
を要せずに容易でコストもかからない。
Therefore, the fixtures such as the anchor bolt 7 and the presser foot 6 need only be provided at one place, the number of parts is small, and the installation work does not require labor and time, and is easy and inexpensive.

またメンテナンスも容易である。In addition, maintenance is easy.

ゴムシート2本体内部は気水密に保たれ、流体の送入に
よって起立し、排出によって倒伏するようになってい
る。
The inside of the main body of the rubber sheet 2 is kept airtight, so that the rubber sheet 2 stands up when a fluid is fed in and falls down when it is discharged.

ゴムシート2と保護用ゴムシート3との間には若干余裕
をもたせ、ゴムシート2の膨張時に保護用ゴムシート3
には張力がかからないようにする。
A slight margin should be provided between the rubber sheet 2 and the protective rubber sheet 3 so that the protective rubber sheet 3 can expand when the rubber sheet 2 expands.
Make sure that no tension is applied to the.

ゴム堰本体であるゴムシート2は綿、合成繊維等からな
る複数枚の織布または繊維コードなどによりなる補強層
9に生ゴムを含浸し、これを加硫成形した構造をしてい
る(第4図参照)。
The rubber sheet 2, which is the main body of the rubber dam, has a structure in which raw rubber is impregnated into a reinforcing layer 9 made of a plurality of woven fabrics or fiber cords made of cotton, synthetic fibers or the like and vulcanized and molded (fourth). See figure).

したがってゴムシート2内に流体が送入され、膨張した
ときに補強層9によって引張力に強い構造となってい
る。
Therefore, when the fluid is sent into the rubber sheet 2 and expanded, the reinforcing layer 9 has a structure that is strong against tensile force.

なおこの補強層9のゴムシート2に占める割合は大きく
抗張力に優れたものとしている。
The ratio of the reinforcing layer 9 to the rubber sheet 2 is large and the tensile strength is excellent.

これに対し保護用ゴムシート3は抗張力は余り問題とさ
れず合成繊維等からなる補強層10の占める割合は小さく
てよく(第5図参照)、ゴムシート2を保護して転石あ
るいは流木等による直接の摩耗衝撃等から保護すること
ができるものである。
On the other hand, in the protective rubber sheet 3, the tensile strength is not a serious problem, and the proportion of the reinforcing layer 10 made of synthetic fiber or the like may be small (see FIG. 5), and the rubber sheet 2 may be protected by boulders or driftwood. It can be protected from direct abrasion impact and the like.

また保護用ゴムシート3自体、耐摩耗、耐衝撃に優れた
ものとするため、第6図に示すように保護用ゴムシート
3の表面に近い処にワイヤーチップ11を入れて一体成型
することで上記性能を向上させることができる。
Further, in order to make the protective rubber sheet 3 itself excellent in abrasion resistance and impact resistance, by inserting the wire chip 11 near the surface of the protective rubber sheet 3 as shown in FIG. The above performance can be improved.

特にいたずらによるナイフカット等の通常致命的な損傷
に対しても強く、その他転石、流木等の衝突による損傷
に耐え、ゴムシート2を堅固に保護することができる。
In particular, it is strong against usually fatal damage such as knife cutting due to mischief, and can withstand damages due to collisions such as boulders and driftwood, and can firmly protect the rubber sheet 2.

したがって第7図に示すようにゴム堰の倒伏時に下流側
の折り曲がり部が若干盛り上がった状態にあって転石等
の衝突があっても十分ゴムシート2を保護することが可
能である。
Therefore, as shown in FIG. 7, it is possible to sufficiently protect the rubber sheet 2 even if a rolling stone or the like collides with the bent portion on the downstream side being slightly raised when the rubber weir falls.

また第8図および第9図に示すように保護用ゴムシート
3内にワイヤー12を水の流れる方向に指向して挿入し一
体成型することも考えられる。
Further, as shown in FIG. 8 and FIG. 9, it is conceivable that the wire 12 is inserted into the protective rubber sheet 3 so as to be oriented in the direction of water flow and integrally molded.

このように水の流れる方向にワイヤー12を挿入すること
により衝撃に強くなるとともに剛性が増すので突起4は
強固となり、ゴム堰が大型化して流量が多い場合にもそ
の水流に耐えることができる。
By thus inserting the wire 12 in the direction of water flow, it becomes more resistant to shocks and increases in rigidity, so that the protrusions 4 become stronger and can withstand the water flow even when the rubber dam is large and the flow rate is high.

さらに保護用ゴムシート3全体の剛性が増すので振動防
止により効果的に作用する。
Further, the rigidity of the entire protective rubber sheet 3 is increased, so that it effectively acts to prevent vibration.

発明の効果 本発明は可撓性膜堰本体を表面に突条を備えた保護用の
可撓性膜構造物によって覆う構造とすることで可撓性膜
堰が大型化した場合でも振動防止用の突条を堅固に維持
することが可能である。
EFFECTS OF THE INVENTION The present invention has a structure in which the main body of a flexible membrane weir is covered with a protective flexible membrane structure having a ridge on the surface thereof, so that vibration can be prevented even when the flexible membrane weir is enlarged. It is possible to firmly maintain the ridges of.

また転石、流木の衝突から可撓性膜堰本体を保護し、耐
久性を向上させることができる。
Further, the flexible membrane weir main body can be protected from the collision of boulders and driftwood, and the durability can be improved.

さらにナイフカット等の損傷から可撓性膜堰本体を保護
することができる。
Furthermore, the flexible membrane weir body can be protected from damage such as knife cutting.

前記可撓性膜本体の重ね合わされた両端部を前記可撓性
膜構造物の両端部が挟持し同挟持部を固定具により共に
河床に固着するので、固定具は1箇所分でよく、設置作
業に労力と時間を要せず容易であり、コストの低減を図
ることができ、またメンテナンスも容易である。
Since both ends of the flexible membrane structure are sandwiched between the both ends of the flexible membrane structure and the sandwiched portions are fixed to the river bed together by the fixing tool, the fixing tool may be provided at only one place. The work is easy without requiring labor and time, cost can be reduced, and maintenance is also easy.

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

第1図は本発明に係る実施例の起立時のゴム堰の断面
図、第2図は同実施例のゴム堰本体に保護用のゴムシー
トを組合わせる様子を示す図、第3図は同ゴム堰の倒伏
時の様子を示す一部欠截斜視図、第4図は同ゴム堰の本
体のゴムシートの構造を示す断面図、第5図は同ゴム堰
の保護用ゴムシートの構造を示す断面図、第6図は別の
実施例における保護用ゴムシートの構造を示す断面図、
第7図は同実施例におけるゴム堰の倒伏時の様子を示す
断面図、第8図は別の実施例における保護用ゴムシート
の構造を示す断面図、第9図は同実施例の起立時の様子
を示す斜視図、第10図、第11図、第12図は従来のゴム堰
の断面図である。 1…ゴム堰、2…ゴムシート、3…保護用ゴムシート、
4…突起、5…コンクリート河床、6…押え金、7…ア
ンカーボルト、8…ナット、9、10…補強層、11…ワイ
ヤーチップ、12…ワイヤー。
FIG. 1 is a sectional view of a rubber weir at the time of standing according to an embodiment of the present invention, FIG. 2 is a view showing a state in which a rubber sheet for protection is combined with a rubber weir body of the embodiment, and FIG. 3 is the same. FIG. 4 is a cross-sectional view showing the structure of the rubber sheet of the main body of the rubber weir, and FIG. 5 is the structure of the protective rubber sheet of the rubber weir. 6 is a sectional view showing the structure of a protective rubber sheet according to another embodiment,
FIG. 7 is a sectional view showing a state in which the rubber weir falls in the same embodiment, FIG. 8 is a sectional view showing a structure of a protective rubber sheet in another embodiment, and FIG. 9 is a standing view of the same embodiment. FIG. 10, FIG. 11, FIG. 11 and FIG. 12 are cross-sectional views of a conventional rubber weir, showing such a situation. 1 ... rubber weir, 2 ... rubber sheet, 3 ... protective rubber sheet,
4 ... Projection, 5 ... Concrete riverbed, 6 ... Presser foot, 7 ... Anchor bolt, 8 ... Nut, 9, 10 ... Reinforcing layer, 11 ... Wire tip, 12 ... Wire.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】河川等を横切って布設され流体の送入によ
り起立し、排出により倒伏する可撓性膜堰において、 前記流体の送入・排出により起立・倒伏する可撓性膜本
体の外側全面を該可撓性膜本体と一体とせずに可撓性膜
構造物をもってカバーし、 前記可撓性膜本体の重ね合わされた両端部を前記可撓性
膜構造物の両端部が挟持し、同挟持部を固定具により共
に河床に固着し、 前記可撓性膜構造物は前記可撓性膜本体の起立に伴なっ
て起立し表面に河川の流れに直角の方向に指向した1条
の突条が形成されていることを特徴とする可撓性膜堰。
1. A flexible membrane weir that is laid across a river or the like and stands up by the inflow of a fluid and falls down by discharging the fluid. Outside the flexible membrane main body that stands up and down by the inflow and outflow of the fluid. The entire surface is covered with a flexible membrane structure without being integrated with the flexible membrane body, and both ends of the flexible membrane body are sandwiched by both ends of the flexible membrane structure. The sandwiching part is fixed to the river bed together by a fixture, and the flexible membrane structure stands up along with the standing up of the flexible membrane body, and one surface of the flexible membrane structure is oriented in a direction perpendicular to the river flow. A flexible membrane weir characterized in that a ridge is formed.
JP60095954A 1985-05-08 1985-05-08 Flexible membrane weir Expired - Lifetime JPH0742690B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60095954A JPH0742690B2 (en) 1985-05-08 1985-05-08 Flexible membrane weir

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60095954A JPH0742690B2 (en) 1985-05-08 1985-05-08 Flexible membrane weir

Publications (2)

Publication Number Publication Date
JPS61254710A JPS61254710A (en) 1986-11-12
JPH0742690B2 true JPH0742690B2 (en) 1995-05-10

Family

ID=14151639

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60095954A Expired - Lifetime JPH0742690B2 (en) 1985-05-08 1985-05-08 Flexible membrane weir

Country Status (1)

Country Link
JP (1) JPH0742690B2 (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58160924U (en) * 1982-04-16 1983-10-26 日本自動機工株式会社 Rubber bag undulating weir with protective device

Also Published As

Publication number Publication date
JPS61254710A (en) 1986-11-12

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