JPS62178614A - Flexible film dam - Google Patents
Flexible film damInfo
- Publication number
- JPS62178614A JPS62178614A JP1690586A JP1690586A JPS62178614A JP S62178614 A JPS62178614 A JP S62178614A JP 1690586 A JP1690586 A JP 1690586A JP 1690586 A JP1690586 A JP 1690586A JP S62178614 A JPS62178614 A JP S62178614A
- Authority
- JP
- Japan
- Prior art keywords
- flexible membrane
- film
- flexible
- air
- flexible film
- 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
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 21
- 239000012530 fluid Substances 0.000 claims abstract description 12
- 239000012528 membrane Substances 0.000 claims description 118
- 238000003860 storage Methods 0.000 claims description 26
- 230000000994 depressogenic effect Effects 0.000 claims description 5
- 238000007599 discharging Methods 0.000 abstract description 5
- 238000011144 upstream manufacturing Methods 0.000 abstract description 4
- 230000000630 rising effect Effects 0.000 description 11
- 239000002184 metal Substances 0.000 description 4
- 229910052751 metal Inorganic materials 0.000 description 4
- 239000011347 resin Substances 0.000 description 4
- 229920005989 resin Polymers 0.000 description 4
- 238000004873 anchoring Methods 0.000 description 3
- 238000003825 pressing Methods 0.000 description 3
- 125000006850 spacer group Chemical group 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000003601 intercostal effect Effects 0.000 description 2
- 239000000314 lubricant Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000001568 sexual effect Effects 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- DIOQZVSQGTUSAI-UHFFFAOYSA-N decane Chemical compound CCCCCCCCCC DIOQZVSQGTUSAI-UHFFFAOYSA-N 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000003287 optical effect Effects 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
Landscapes
- Barrages (AREA)
Abstract
Description
【発明の詳細な説明】
LL上五皿エユ1
本発明は、河川を横断して布設され、流体の供給により
起立し、排出により倒伏する可撓性膜堰に係り、特に、
下流側に水位のある場所に布設される防潮堰に関するも
のである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a flexible membrane weir that is laid across a river, rises when fluid is supplied, and collapses when discharged.
This relates to a tide weir constructed at a location with a high water level on the downstream side.
1 ζ ・J5よび[−
一般にゴム堰と称されている可撓性膜堰は、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。1 ζ ・J5 and [- Flexible membrane weirs, commonly referred to as rubber weirs, are easy to construct and inexpensive to manufacture, and are widely used for agricultural water intake and as tide protection weirs at estuaries.
かかる可撓性膜堰では、長尺の可撓性膜(ゴム製、また
は軟質樹脂製)を二つ折り状にして両端縁を揃え、該両
端縁部を上流側に向け、第8図に示すように、両端縁部
分の固定ラインAとこの固定ラインAの位置から所定の
間隔を[Sいた下流側の固定ライン8とで河床コンクリ
ート01に固定した上流側および″F−流側の二列固定
うインA、B形式の可撓性膜03の可撓性膜堰は、特に
、下流側に水深のある場所に設けられ、流体の給、排に
より起立、倒伏せしめる。In such a flexible membrane weir, a long flexible membrane (made of rubber or soft resin) is folded in half, both edges are aligned, and both edges are directed toward the upstream side, as shown in FIG. As shown in FIG. The flexible membrane weirs of the flexible membranes 03 of the fixed pores A and B types are particularly provided at locations with deep water on the downstream side, and are raised and lowered by supplying and discharging fluid.
ところで二列固定形式の可撓性膜堰を流体の排出により
倒伏させる際、第9図に示ずように可撓性膜堰のT′J
撓性膜03は水圧を受けて固定ラインΔ。By the way, when a two-row fixed type flexible membrane weir is collapsed by discharging fluid, the T'J of the flexible membrane weir is
The flexible membrane 03 moves along the fixed line Δ under water pressure.
B側よりこの固定ラインΔ、Bで挟まれた河床部02の
中央部に向って両側からこの河床部02の表面と接触し
て倒伏されるが、堰として用いる場合には、起立する可
撓性膜03の周長を二列固定ライン△、Bの間隔より長
くとらざるを得ず、このため固定ラインA、Bの両側か
ら倒伏して河床部02の間隔より長い部分だけ河床部0
2に接触できず、この河床部02に接触できない非接触
部分が合掌状態となり、シかも合掌状態の先端部分に空
気′ゲ05が形成され、この空気室05に存する空気の
71量が可撓性膜03の水中・F吊を上回ってIf11
伏に至らず可撓性膜03が水中に浮遊してしまい、河川
を往来する漁船または作業船等の航行に支障を来たすと
いう1点がある。−
1,1占を °1寸ろための: およびこのため、本発
明は、このようす加点を克服した可撓性膜堰の改善に係
り、河川を横断し、可撓性膜の両側縁を離して河床部に
固定された前記可撓性膜の前後に略同等の水圧を受け、
流体の給、排により起立、倒伏する可撓性膜堰において
、前記可撓性膜の両側れに挟まれた河床部に、該両側縁
と平行な方向に指向し、かつ倒伏時に前記可撓性膜が収
納され得る落込み収納部を形成したことにより、前記可
撓性膜の両側縁に挟まれた河床部に形成した落込み収納
部は、この落込み収納部の面上に沿って前記可撓性膜の
周長を屈曲状態に収納さけることができ、前記両側縁に
挟まれた河床部間隔にり長い前記可撓性膜の周長が前記
落込み収納部の軸心に対ζる直角方向に指向した面長を
有効に利用して落込み収納部に落込ませることができる
ので、頗る容易に前記可撓性膜の水中浮1i□′a部分
をなくすことができる。From the B side, the fixed line Δ is brought into contact with the surface of the riverbed 02 from both sides toward the center of the riverbed 02 sandwiched between B, but when used as a weir, it is a flexible structure that stands up. The circumference of the sexual membrane 03 has to be longer than the interval between the two fixed lines △ and B, and therefore, it lies down from both sides of the fixed lines A and B, and only the part that is longer than the interval between the river bed parts 02 becomes the river bed part 0.
2 and the non-contact part that cannot contact this riverbed part 02 becomes a state of palms together, and an air gap 05 is formed at the tip of the state of palms together, and the 71 amount of air existing in this air chamber 05 becomes flexible. If11 exceeds the underwater/F suspension of sexual membrane 03
There is one problem in that the flexible membrane 03 does not lie down and floats in the water, causing trouble in the navigation of fishing boats, work boats, etc. that travel on rivers. - 1,1 Dimension for °1 Dimension: And for this reason, the present invention relates to an improvement of a flexible membrane weir that overcomes this additional point, and is directed to the improvement of a flexible membrane weir that crosses a river and both sides of the flexible membrane. The flexible membrane is fixed to the river bed at a distance, and receives approximately the same water pressure on the front and rear sides thereof,
In a flexible membrane weir that rises and collapses depending on the supply and discharge of fluid, a river bed sandwiched between both sides of the flexible membrane is oriented in a direction parallel to both side edges, and when collapsed, the flexible membrane weir is By forming the recessed storage part in which the flexible membrane can be stored, the recessed storage part formed in the river bed sandwiched between both side edges of the flexible membrane can be formed along the surface of this recessed storage part. The circumferential length of the flexible membrane can be stored in a bent state, and the circumferential length of the flexible membrane, which is longer than the gap between the riverbed portions sandwiched between the both side edges, is aligned with the axis of the depressed storage part. Since the surface length oriented in the direction perpendicular to ζ can be effectively used to drop the flexible membrane into the drop-in storage section, the underwater floating portion 1i□'a of the flexible membrane can be eliminated very easily.
T上 Lス下、本発明に係る図示の実施例により説明する。T top DESCRIPTION OF THE PREFERRED EMBODIMENTS Below, illustrated embodiments of the present invention will be explained.
第1図は可撓性膜堰の挾持河床部に落込み収納部を備え
た実施例を示す断面図、第2図はその可撓性膜堰の倒伏
状態を示す断面図であり、1は河床に打設された河床コ
ンクリ−1へで、この河床コンクリート1には、所定寸
法に形成された長尺の可撓性膜(ゴム製、または軟質樹
脂製ン3を二つ折り状にして両端縁部4を上流側に向け
、第1図に示すように、両端縁部4の固定ラインAとこ
の固定ラインAの位置から所定間隔を置いたT流側の固
定ラインBの二対形式で固定するとともに長尺方向の両
端部は河川の法面(図示されず)に固定し、気密な袋状
体に形成する。そして前記固定ラインA、Bで挟まれた
河床コンクリート1の面に挾持河床部2が形成され、こ
の挟持河床部2上にも前記可撓性膜3の一面が敷設され
ている。FIG. 1 is a cross-sectional view showing an embodiment of a flexible membrane weir with a depressed storage section in the river bed, and FIG. 2 is a cross-sectional view showing the flexible membrane weir in a collapsed state. A long flexible membrane (made of rubber or soft resin 3) is folded in half and formed on both ends of the riverbed concrete 1, which is poured into the riverbed. With the edge 4 facing upstream, as shown in FIG. At the same time, both ends in the longitudinal direction are fixed to the river slope (not shown) to form an airtight bag-like body.Then, it is clamped on the surface of the riverbed concrete 1 sandwiched between the fixing lines A and B. A riverbed portion 2 is formed, and one side of the flexible membrane 3 is laid on this sandwiched riverbed portion 2 as well.
なお、前記挾持河床部2の可撓性膜3−面上に、前記袋
状体の可撓性膜3を流体の給、排により起立、倒伏させ
るために設けられた給気管5、排出管6が配設され、こ
の給気管5、排出管6は図示されない給、排設備に連通
されている。In addition, an air supply pipe 5 and a discharge pipe are provided on the surface of the flexible film 3 of the sandwiched river bed 2 to raise and lower the flexible film 3 of the bag-like body by supplying and discharging fluid. 6 is provided, and the air supply pipe 5 and discharge pipe 6 are connected to supply and exhaust equipment (not shown).
また、前記可撓性膜3の両側縁における前記固定ライン
A、Bに挟まれた間の挾持河床部2の可撓性膜3上には
、前記河川を横断する方向に亘って底部8を有し、この
底部8に続(部分の上方に立上る立上り部9を形成し、
この立上り部9に続く部分に略90°折曲され、この折
曲された部分が左右から中央に指向する上辺部10が形
成され、この上辺部10.10の間に所定間隔に亘って
間口された開口部11が形成され、前記底部8、立上り
部9および上辺部10で囲まれた部分に収納部12が形
成され、断面が上方に開口部11を有する剛性箱状の上
面開口箱状部材7(鉄製、またはガラス繊維強化樹脂製
)が載置される。Furthermore, a bottom portion 8 is provided on the flexible membrane 3 of the sandwiched river bed section 2 between the fixed lines A and B on both side edges of the flexible membrane 3 in the direction across the river. Continuing from this bottom part 8 (forming a rising part 9 rising above the part,
The part following this rising part 9 is bent approximately 90 degrees, and this bent part forms an upper side part 10 that points toward the center from the left and right. A storage portion 12 is formed in a portion surrounded by the bottom portion 8, the rising portion 9, and the upper side portion 10, and the cross section is shaped like a rigid box with an opening 11 at the top. A member 7 (made of iron or glass fiber reinforced resin) is placed.
そしてこの上面開口箱状部材7が前記挾持河床部2上の
可撓性膜3の面と接する部分は例えば接触剤を介して固
定される。A portion of the box-like member 7 with an open top surface in contact with the surface of the flexible membrane 3 on the sandwiching bed portion 2 is fixed, for example, via a contact agent.
前記上面間口↑8状部材7において、この上面開口箱状
部材7が長尺になり、運搬お、よび敷設に支障がある場
合には、上面開口箱状部材7の長手方向を複数周に分割
し、−この分割した各部材を配設しても良く、また、実
施例の場合、第1図および第2図に1条の上面間口箱状
部材7を示したが必要に応じ、複数条並設しても良い。In the above-mentioned upper surface frontage ↑ 8-shaped member 7, if the upper surface open box-like member 7 becomes long and poses a problem in transportation and installation, the upper surface open box-like member 7 is divided into multiple circumferences in the longitudinal direction. However, each of these divided members may be arranged, and in the case of the embodiment, one strip of upper surface frontage box-shaped member 7 is shown in FIGS. 1 and 2, but multiple strips may be provided as necessary. They may be installed in parallel.
さらに、前記上面間口箱状部材7の立上り部9には、前
記可撓性膜3が倒伏時に前記上面間口箱状部材7の底部
8、立上り部9および間口部11に接触した間の流体を
II出づる場合、その間の流体排出を容易にし、かつ前
記可撓性膜3を前記上面間口箱状部07の底部8、立上
り部9および開口部11而に当接するように流体を強制
的にfJl出可能な孔13を設けている。Furthermore, the rising portion 9 of the upper opening box-like member 7 contains fluid while the flexible membrane 3 contacts the bottom portion 8, the rising portion 9, and the opening portion 11 of the upper opening box-like member 7 when the flexible membrane 3 is collapsed. II, when the fluid comes out, the fluid is forced to flow in such a way as to facilitate fluid discharge therebetween and bring the flexible membrane 3 into contact with the bottom 8, the rising portion 9, and the opening 11 of the upper opening box-shaped portion 07. A hole 13 through which fJl can be emitted is provided.
第1図および第2図に図示の実施例は1m記したように
構成されているので、以下に、空気形式の可1尭性19
堰について述べれば、図示されない給、排設協に連通さ
れた前記+Jl出管6を介して前記可撓性膜3内の空気
は強制的にi11出され、これにより前記可撓性膜3の
11な記固定ラインA、Bに近接する部分は、前記上面
間口箱状部材7の外周部が水圧Pにより抑圧されて接触
し、イれより上方に位置する可撓性膜3は起立する部分
の略中央が彎曲変形し、この弯曲変形部分に前記可撓性
膜3が屈曲される限度内の空室たる空気室14が形成さ
れ、両側部分が両側からこれも水圧Pの押圧力と空気排
出による吸出し力によって合掌状態に接触し、この部分
が水中に浮遊する。そしてこの浮遊部分の前記可撓性膜
3の水中中量がこの可撓性膜3の空気全14内の残存空
気の質量より上回って倒伏を開始する過程において、こ
の可撓性膜3は前記上面開口箱状部材7の間口部11か
ら収納部12内に落込み、その下方部は上面開口箱状部
材7の底部8面に接触され、上面位置の空気室14部分
は初期の浮遊頂部位置より低下する。Since the embodiment shown in FIGS. 1 and 2 is constructed as indicated by 1 m, the following describes the flexibility of the air format.
Regarding the weir, the air inside the flexible membrane 3 is forcibly discharged through the +Jl outlet pipe 6 connected to the supply and drainage pipe (not shown), and as a result, the air inside the flexible membrane 3 is 11. In the portions close to the fixed lines A and B, the outer periphery of the upper frontage box-like member 7 is pressed by the water pressure P and comes into contact, and the flexible membrane 3 located above the edge stands up. Approximately the center is curved and deformed, and an air chamber 14, which is an empty space within the limit where the flexible membrane 3 is bent, is formed in this curved and deformed portion, and both side portions are also compressed by the pressing force of water pressure P and air from both sides. The suction force caused by the discharge brings the palms into contact, and this part floats in the water. In the process in which the amount of the floating portion of the flexible membrane 3 in the water exceeds the mass of the remaining air in the entire air 14 of the flexible membrane 3 and it starts to collapse, the flexible membrane 3 It falls into the storage part 12 from the frontage 11 of the top-opening box-like member 7, and its lower part is in contact with the bottom 8 surface of the top-opening box-like member 7, and the air chamber 14 portion at the top surface position is at the initial floating top position. lower.
ざらに、前記可11.′Ali肱3内の吸出し運転が継
続されているので、この吸出し力にJζつで一度接触し
た前記m’を尭性膜3の上方にお【ノる合掌状態の下部
から分離され、この分ガ1されたit記可撓性模3の部
分は吸出し運転による吸引力にJ:って前記上面開口箱
状部材7の底部8、立上り部9および上辺部10面と前
記可撓性膜3の内面との闇の空気が前記孔13を介して
吸出されるので、前記可撓性膜3は前記上面間口箱状部
07の収納部12に面した底部8、立上り部9および上
辺部10の内面に前記水圧Pに抗して屈曲状態で引ぎ寄
せられて接触し、前記空気室14の部分は前記収納部1
2内に落込/vで収納される(第2図参照)。Roughly, the above-mentioned 11. 'As the suction operation in Ali's elbow 3 continues, the m', which was once in contact with this suction force at Jζ, is separated from the lower part of the folded membrane 3, and this part The portions of the flexible membrane 3 that have been exposed to the gas are exposed to the suction force caused by the suction operation, and the bottom portion 8, the rising portion 9, and the upper side portion 10 of the box-shaped member 7 with an open top surface and the flexible membrane 3 Since dark air is sucked out through the hole 13, the flexible membrane 3 has a bottom part 8, a rising part 9 and an upper side part 10 facing the storage part 12 of the upper opening box-shaped part 07. The air chamber 14 is brought into contact with the inner surface of the housing part 1 in a bent state against the water pressure P.
2 (see Figure 2).
この結果、前記挾持河床部2より長く形成された前記可
撓性膜3の起立部分周長は、前記上面開口箱状部材7の
内外面の周面長によって形成される断面周長を有効に利
用して吸収させ1qるので、前記挾持河床部2の巾より
長く形成された前記可撓性膜3の余剰部分を水中に浮遊
させることなく、また前記可撓性膜3の水中車量がこの
可撓性膜3内に形成される残存空気の空気室14を前記
上面開口箱状部材7の上面より水中に突出させることな
く、前記可撓性膜3を前記収納部12内に屈曲接触させ
て頗る容易に完全倒伏させることができる。As a result, the circumference of the standing portion of the flexible membrane 3, which is longer than the sandwiching bed portion 2, effectively matches the cross-sectional circumference formed by the circumferential length of the inner and outer surfaces of the box-shaped member 7 with an open top. Since the amount of water is absorbed by 1q, the surplus part of the flexible membrane 3, which is longer than the width of the river bed 2, is not suspended in the water, and the amount of the underwater vehicle of the flexible membrane 3 is reduced. The flexible membrane 3 is bent into contact with the storage portion 12 without causing the residual air chamber 14 formed in the flexible membrane 3 to protrude into the water from the upper surface of the top-opening box-shaped member 7. It can be completely collapsed very easily.
また、倒伏時に可撓性膜3内の空気を一層効果的に排出
させるために、前記可撓性膜3内の半周面に亘って添接
され、その両側に空気通路を形成するスペーサーを省略
することができる。In addition, in order to more effectively discharge the air within the flexible membrane 3 during lodging, the spacer that is attached over half the circumference of the flexible membrane 3 and forms air passages on both sides thereof is omitted. can do.
ここに、前述において、二枚の前記可撓性膜3が接触し
、いずれか一方の可撓性膜3が他方の「可撓性膜3の面
上を円滑にF動可能にさせるために、この而に潤滑剤を
塗布することが好ましい。Here, in the above, the two flexible membranes 3 are in contact and one of the flexible membranes 3 is able to move smoothly on the surface of the other flexible membrane 3. It is preferable to apply a lubricant thereto.
第4図は、第3図における一F方開口箱状部材7の変形
例を示すものであり、同図の上面間口楕円状部材(鉄製
、またはガラス繊維強化樹脂製)20は前述の実施例と
同様に、剛性を有すように形成され、+’+ff記可撓
性膜3の両側縁における固定ラインA、B間に挟まれた
+1ff記挾持河床部2の可撓性膜3」−に製置され、
この形状は断面が楕円状をなし、下端に位置する面の中
央部分の近傍は平坦な底部21が形成され、この底部2
1に続く部分は柘円周面の如く弯曲した上辺部22が形
成され、この上辺部22の−L面で前記底部21に対向
する部分に開口部23が形成され、この開口部23を含
み前記底部21および上辺部22で囲繞される内部に前
記可撓性膜3の倒伏時に、この可撓性膜3が落込んで収
納される収納部24が形成されている。また、前記上辺
部22の面には孔25が穿設され、この孔25を介して
空気は一層効果的に排出できるようになっている。FIG. 4 shows a modification of the one-F opening box-shaped member 7 in FIG. Similarly, the flexible membrane 3 of the river bed section 2 is formed to have rigidity and is sandwiched between fixed lines A and B on both sides of the flexible membrane 3. Manufactured in
This shape has an elliptical cross section, and a flat bottom 21 is formed near the center of the surface located at the lower end.
1 is formed with an upper side 22 that is curved like a circumferential surface of a square circle, and an opening 23 is formed in the −L plane of this upper side 22 at a portion facing the bottom 21. A housing section 24 is formed in the interior surrounded by the bottom section 21 and the upper side section 22, into which the flexible membrane 3 falls and is stored when the flexible membrane 3 is laid down. Further, a hole 25 is formed in the surface of the upper side portion 22, so that air can be discharged more effectively through the hole 25.
なお、本変形例は前jホの実施例と同様な作用、効果を
(9るので、ぞの詳細な説明を省略する。Note that this modification has the same functions and effects as the previous embodiment, so detailed explanation thereof will be omitted.
第5図は可撓性膜堰の挾11河床部に落込み収納部を1
1^えた他の実施例を示す断面図、第6図はその可撓性
膜堰の倒伏状態を示す断面図であり、:11■床に打設
された河床コンクリート30には、所定寸法に形成され
た長尺の可撓性膜堰(ゴム製、または軟質樹脂製)32
を二つ折り状にして両端縁部33を上流側に向け、第5
図に示すように、両端縁部33の固定ラインΔとこの固
定ラインAの位置から所定間隔を首いた下流側の固定ラ
インBの二列形式で固定するとどもに長尺方向の両端部
は河川の法面(図示されず)に固定し、気密な袋状体に
形成する。そして、前記固定ラインΔ、Bで挾まれた河
床コンクリート30の而に挟持河床部31が形成され、
この挾持河床部31上にも+’+iJ記可撓性膜32の
一面が敷設されている。Figure 5 shows the flexible membrane weir with 11 drop storage areas in the river bed.
Fig. 6 is a sectional view showing another embodiment of the invention, and Fig. 6 is a sectional view showing the collapsed state of the flexible membrane weir. The formed long flexible membrane weir (made of rubber or soft resin) 32
Fold in half, with both end edges 33 facing upstream, and
As shown in the figure, when fixing in two rows, a fixing line Δ on both end edges 33 and a fixing line B on the downstream side extending a predetermined interval from the position of this fixing line A, both ends in the longitudinal direction are connected to a river. The bag is fixed to a slope (not shown) and formed into an airtight bag-like body. Then, a sandwiched riverbed portion 31 is formed between the riverbed concrete 30 sandwiched by the fixed lines Δ and B,
One side of the +'+iJ flexible membrane 32 is also laid on this sandwiched river bed portion 31.
なお、前記挾持河床部31の可1尭性膜32上に、肋間
袋状体の可撓性膜32を流体の給、排により起立、倒伏
さゼるために設【ノられた給気管34、iJI出管35
が配設され、この給気管34、排出管35は図示されな
い給、排設備に連通されている。In addition, an air supply pipe 34 is provided on the flexible membrane 32 of the intercostal riverbed 31 to allow the flexible membrane 32 of the intercostal bag-like body to stand up and fall down by supplying and discharging fluid. , iJI Dekan 35
The air supply pipe 34 and discharge pipe 35 are connected to supply and exhaust equipment (not shown).
また、前記可撓性膜32の両側縁における前記固定ライ
ンΔ、Bに挟まれ15間の挾持河床部31の下方には、
前記河川を横断する方tMに指向した凹部3Gが形成さ
れ、この凹部36は上面に開口縁31を有し、開口縁3
7.37間は所定間隔に開口している。Further, below the sandwiched river bed section 31 between 15 between the fixed lines Δ and B on both side edges of the flexible membrane 32,
A recess 3G oriented in the direction tM across the river is formed, and this recess 36 has an opening edge 31 on the upper surface, and the opening edge 3
7.37 are open at predetermined intervals.
そして、この開口縁37は所定厚みを有した土壁38で
形成され、この上壁38に続く下面は前記間口縁37か
ら外方に指向して形成され、上壁38に続く部分の側壁
39は上壁38より下方に所定深さをもって堀工げられ
、この側壁39に続く部分として底壁40が形成され、
前記凹部36の開口縁37、上壁38、側壁39(υよ
び底壁40で囲繞された内方は前記III +rLfl
膜32を膜状2せた際に、この可撓性膜32が落込んで
収納される収納部41として用いられる。The opening edge 37 is formed of a clay wall 38 having a predetermined thickness, and the lower surface following the upper wall 38 is formed to face outward from the frontage edge 37, and the side wall 39 of the portion continuing to the upper wall 38 is dug to a predetermined depth below the top wall 38, and a bottom wall 40 is formed as a part continuing from this side wall 39,
The opening edge 37, top wall 38, and side wall 39 of the recess 36 (the inner side surrounded by υ and the bottom wall 40 is
When the membrane 32 is formed into a membrane 2, the flexible membrane 32 is used as a storage part 41 in which the flexible membrane 32 is dropped and stored.
さらに、面記挾持同床部31上に敷設されたI’lff
記可j尭性膜32を前記間口縁37に沿って切抜くどと
もに、前記挾持河床部31に形成された前記凹部36の
内面に沿って別に用怠した同質相別の前記可I尭性股3
2を添接し、前記上壁38の下面は前記可撓性膜32が
重下しない状態に長尺方向に指向した長尺の押え金具4
2を介して碇着部材43により前記土壁38に錠着し、
前記四部36内に添接した可撓性膜32の両端縁44近
傍を前記上壁38上の可撓性膜32面に折返し、この部
分も前記上壁38上の可撓性膜32を挾持して長尺の前
記押え金具42を介して碇着部材43により前記上壁3
8に気密に碇着して固定される。Furthermore, I'lff laid on the same floor part 31
The removable film 32 is cut out along the frontage edge 37, and the removable film 32 of the same material and phase is cut out along the inner surface of the recess 36 formed in the sandwiched river bed 31. 3
2, and the lower surface of the upper wall 38 is provided with a long presser metal fitting 4 oriented in the longitudinal direction so that the flexible film 32 does not fall down.
2 to the earthen wall 38 with an anchoring member 43;
The vicinity of both ends 44 of the flexible membrane 32 attached in the four parts 36 is folded back to the surface of the flexible membrane 32 on the upper wall 38, and this part also pinches the flexible membrane 32 on the upper wall 38. The upper wall 3 is attached to the upper wall 3 by the anchoring member 43 via the long presser metal fitting 42.
8 and is anchored airtight.
第5図に図示の実施例は前記したように構成されている
ので、本実施例も前述の実施例と同様、以下に空気形式
の可撓性膜堰について述べれば、図示されない給、拮設
備に連通された前記排出管35を介して前記可撓性膜3
2内の空気は強制的に吸出され、これにより前記可撓性
膜32の前記固定ラインΔ、Bに近接する部分は、この
固定ラインA。Since the embodiment shown in FIG. 5 is constructed as described above, this embodiment is also similar to the above-mentioned embodiments. The flexible membrane 3 is
The air in 2 is forcibly sucked out, so that the portion of the flexible membrane 32 that is close to the fixed line Δ,B is connected to this fixed line A.
Bの両側から中央に向って前記挾持河床部31上に敷設
された前記可撓性膜32の表面に沿って倒伏を開始し、
それより上方部分の可撓性膜32は、起立した時の略中
央が弯曲変形し、この弯曲変形部分に前記t+J撓牲膜
32が屈曲される限度内の空気室45が形成され、両側
部分が両側より水圧Pの押圧力と空気排出による吸出し
力によって合掌状態に接触し、この部分が水中に浮遊す
る。そしてこの浮遊部分の可撓性膜32の水中重量がこ
の可撓性膜32の空気室45内の残存空気の質量より上
回って倒伏を開始する過程において、この可撓性膜32
は前記凹部36の雨間口縁37の開口から前記収納部4
1に落込み、合掌状態の下方部は前記底壁40上の可撓
性膜32面に接触され、上方位置の空気室45部分は初
期の浮遊頂部位置より低下する。Start lodging along the surface of the flexible membrane 32 laid on the sandwiched river bed part 31 from both sides of B toward the center,
The flexible membrane 32 in the upper part thereof is deformed into a curve at approximately the center when it stands up, and an air chamber 45 is formed in this curved deformed part within the limit where the t+J flexible membrane 32 is bent. are brought into contact from both sides in a state of palms together due to the pressing force of water pressure P and the suction force of air discharge, and this part floats in the water. In the process where the weight of the floating portion of the flexible membrane 32 in water exceeds the mass of the remaining air in the air chamber 45 of the flexible membrane 32 and the flexible membrane 32 starts to collapse, the flexible membrane 32
is from the opening of the rain door edge 37 of the recess 36 to the storage section 4.
1, the lower part of the raised palms is brought into contact with the surface of the flexible membrane 32 on the bottom wall 40, and the upper part of the air chamber 45 is lowered than the initial floating top position.
さらに、前記可撓性膜32内の吸出し運転が継続されて
いるので、この吸出し力によって一磨接触した合掌状態
の下部から分離され、この分離された前記可撓性膜32
の部分は、吸出し運転による吸引力と水圧Pの押圧力と
が協働し、かつ前記可撓性膜32.32とが接触して生
起する接触f’s(+=力に打ち勝って倒伏する可撓性
膜32が移動し、この可撓性膜32は1)j1記上壁3
8の下面部分、側壁39部分および底壁40部分に添接
された前記可撓性膜32の表面に屈曲状態で引き寄ぽら
れて接触し、前記空気室45の部分は前記収納部41内
に落込んで収納される(第6図参照)。Further, since the suction operation inside the flexible membrane 32 continues, the suction force separates the lower part of the flexible membrane 32 from the lower part of the palms in a state of prayer, and the separated flexible membrane 32
In this part, the suction force generated by the suction operation and the pressing force of the water pressure P cooperate, and the flexible membrane 32.32 contacts the contact f's (+=overcomes the force and collapses). The flexible membrane 32 moves, and this flexible membrane 32
The air chamber 45 is brought into contact with the surface of the flexible membrane 32 attached to the lower surface portion of the 8, the side wall 39 portion and the bottom wall 40 portion in a bent state. (See Figure 6).
この結果、前記挟持河床部31より長く形成された前記
可撓性膜32の起立部分周長は、前記四部36の内周面
長を有効に利用してこの内周面長によって吸収さt!
!?)ることかできるので、倒伏時に前記可撓性膜32
の周長が前記挾持河床部31J、す&く形成されていて
もこの挾持河床部31より艮く形成された可撓ff膜3
2の余剰周長を合掌状態で水中に浮遊させることなく、
前記可撓性膜32を前記凹部3Gの収納部41内に屈曲
接触さけて容易に完全例伏さぜることができる。As a result, the circumferential length of the standing portion of the flexible membrane 32, which is longer than the sandwiching bed portion 31, can be absorbed by the inner circumferential length of the four portions 36 by effectively utilizing the inner circumferential length of the four portions 36.
! ? ), the flexible membrane 32 can be
Even if the circumferential length of the flexible FF film 3 is formed to be narrower than the pinching bed portion 31J,
Without floating the excess circumference of 2 in water with palms together,
The flexible membrane 32 can be easily and completely laid down in the housing portion 41 of the recess 3G without contacting the flexible membrane 32 by bending.
また、この実施例ら倒伏11.冒こ可1尭性膜32内の
空気を一暦効果的に排出さゼろために、曲間可撓性膜3
2内の半周面に亘って添1&され、その両側に空気通路
を形成するスペーリーを省略することができる。In addition, lodging 11. In order to effectively exhaust the air within the flexible membrane 32, the flexible membrane 3
It is possible to omit the spacer which is attached over the half circumferential surface of the spacer 2 and forms an air passage on both sides thereof.
ここに、上述において、二枚の前記可撓性膜32が接触
し、いずれか一方の可t、N M膜32が他方の可[5
″L性膜32の面上を円滑に摺動n1能のようにさぼる
ために、この而に潤滑剤を塗布することが好ましい。Here, in the above, the two flexible membranes 32 are in contact, and either one of the flexible membranes 32 is in contact with the other flexible membrane 32.
In order to smoothly slide on the surface of the L film 32, it is preferable to apply a lubricant thereto.
第7図は可撓性膜堰の挾持河床部に落込み収納部を備え
たさらに他の実施例の要部を示した断面図であり、この
図において第1図ないし第6図に図示の実施例に対応す
る部分には同じ参照符号をイ」して説明する。FIG. 7 is a cross-sectional view showing the essential parts of yet another embodiment in which the riverbed of the flexible membrane weir is provided with a drop-in storage section. Parts corresponding to the embodiments will be described using the same reference numerals.
従って、本実施例は、前述した先の実施例および他の実
施例を組合わせた態様の落込み収納部を形成するもので
あり、この収納部12は、第5図に示すように河床コン
クリ−1−30の固定ラインA。Therefore, this embodiment forms a recessed storage section that is a combination of the previous embodiment and other embodiments described above, and this storage section 12 is made of river bed concrete as shown in FIG. -1-30 fixed line A.
Bで挟よれた扶14河床部31に前記前記可撓性膜32
の長尺方向すなわら河川を1+ζ所する方向に指向する
断面長方形状の四部5()が掘下げられ、かつコンクリ
ートが打::スされる。そしてこの凹部50内に第3図
に図示されるような上方間口箱状部材7の上辺部10上
面が前記河床コンクリ−1・30と面一になして嵌装さ
れる。The flexible membrane 32 is placed on the river bed 31 of Fu 14 sandwiched by B.
The four parts 5 ( ) with a rectangular cross section oriented in the longitudinal direction of the river, that is, the direction 1+ζ across the river, are dug and concrete is poured. The upper side 10 of the upper frontage box-like member 7 as shown in FIG. 3 is fitted into this recess 50 so that the upper surface thereof is flush with the river bed concrete 1 and 30.
この場合光の実施例においては前記上方開口箱状部材7
の立上り部9の而に孔13が穿設されたが本実施例の場
合はこの孔13は不要であり孔は設けない。In this case, in the optical embodiment, the upper opening box-shaped member 7
Although a hole 13 is bored in the rising portion 9 of , this hole 13 is unnecessary in this embodiment and is not provided.
また、前記挾持河床部31上に敷設された可l尭性膜3
2は前記凹部50の上面で、しかも前記上辺部10の間
口部11における端縁を巻回して市記上辺部10の内面
に折返し、この折返し部分は1辺部10に1役けた孔5
1を介し上辺部10を挟持し、上辺部10の面上に敷設
された可撓性膜32表面に長尺の押え金具52を当てが
うどともに前記折返し部分にも長尺の押え金具52を当
てがい、その面に設けた座金54を介してボルト53を
挿通し、ボルトナツトの螺合により締結して気密に固定
される以外は第1図ないし第6図に図示の実施例および
他の実施例と実質的に差異はないので、その作用、効果
の説明を省略する。In addition, a flexible membrane 3 laid on the sandwiched riverbed 31
Reference numeral 2 denotes the upper surface of the recess 50, and the edge at the frontage 11 of the upper side 10 is wound around and folded back to the inner surface of the upper side 10, and this folded portion is formed into a hole 5 that serves one side 10.
1 through the upper side part 10, and apply a long presser metal fitting 52 to the surface of the flexible film 32 laid on the surface of the upper side part 10. The embodiment shown in FIGS. 1 to 6 and other embodiments are similar to the embodiment shown in FIGS. 1 to 6, except that the bolt 53 is inserted through a washer 54 provided on that surface, and the bolt and nut are tightened and fixed airtightly. Since there is no substantial difference from the example, explanation of its function and effect will be omitted.
免匪夏旦」
このJ:うに本発明では、可撓性膜の両側縁に挟まれた
河床部に、この両側縁と平行な方向に指向した落込み収
納部が形成されているので、前記可撓性膜がこの両側縁
に挟まれた河床部の間隔より艮く形成されていても、こ
の艮い部分の可撓性膜の周長は、l)り記落込み収納部
の断面周長が有効に利用されて吸収され、また可撓性膜
を落込み収納部に容易に収納することができるとともに
、倒伏して収納されることにより、舶記可撓牲膜上方が
往来する漁船または作業船等に対しての支障を回避させ
ることができる。In the present invention, a depressed storage portion oriented in a direction parallel to both side edges of the flexible membrane is formed in the river bed sandwiched between both side edges of the flexible membrane. Even if the flexible membrane is formed to be larger than the gap between the river bed sections sandwiched between the two side edges, the circumference of the flexible membrane at this widened portion is equal to the cross-sectional circumference of the recess storage section described in l). The length of the flexible membrane can be effectively utilized and absorbed, and the flexible membrane can be easily stored in the drop-down storage area. Alternatively, it is possible to avoid troubles to work boats and the like.
第1図は本発明に係る可撓性膜堰の河床部面に落込み収
納を備えた実施例を示す断面図、第2図はその倒伏状態
を示す断面図、第3図は第1図および第2図に用いられ
る落込み収納部の部材を一部切欠きして示す斜視図、第
4図は第3図に対応する落込み収納部材の変形例を一部
切欠きして示す斜視図、第5図は本発明に係る可[尭性
腺堰の河床部下方に落込み収納部を備えた他の実施例を
示す断面図、第6図はその倒伏状態を丞す断面図、第7
図は本発明に係るさらに他の実施例の要部を示す断面図
、第8図および第9図は公知に係る可撓性膜INの1.
14成および作用を説明するための断面図である。
1・・・河床コンクリート、2・・・挾持河床部、3・
・・可撓性膜、4・・・両端縁部、5・・・給気管、6
・・・排出管、7・・・上方開口箱状部材、8・・・底
部、9・・・立上り部、10・・・上辺部、11・・・
開口部、12・・・収納部、13・・・孔、14・・・
空気室、
20・・・上面開口楕円状部材、21・・・底部、22
・・・上辺部、23・・・間口部、24・・・収納部、
25・・・孔、30・・・河床コンクリ−1・、31・
・・挾持河床部、32・・・可撓性膜、33・・・両端
縁部、34・・・給気管、35・・・拮出管、3G・・
・凹部、37・・・開口縁、38・・・上壁、39・・
・側壁、40・・・底壁、41・・・収納部、42・・
・押え金具、43・・・碇着部材、44・・・端縁、4
5・・・空気室、50・・・凹部、51・・・孔、52
・・・押え金具、53・・・ボルト、54・・・座金。FIG. 1 is a cross-sectional view showing an embodiment of a flexible membrane weir according to the present invention, which is equipped with a depression storage on the riverbed surface, FIG. 2 is a cross-sectional view showing the collapsed state, and FIG. 3 is the same as that shown in FIG. FIG. 2 is a partially cut-away perspective view of a member of the drop-in storage member used in FIG. Figure 5 is a cross-sectional view showing another embodiment of the present invention in which a depressed storage section is provided below the riverbed of a dam of a riverbed, and Figure 6 is a cross-sectional view showing the collapsed state. 7
The figure is a sectional view showing the main part of still another embodiment of the present invention, and FIGS. 8 and 9 are 1.
FIG. 14 is a cross-sectional view for explaining the structure and function. 1... Riverbed concrete, 2... Anchored riverbed, 3.
...Flexible membrane, 4...Both end edges, 5...Air supply pipe, 6
. . . Discharge pipe, 7. Upper opening box-shaped member, 8. Bottom, 9. Rising portion, 10. Upper side, 11.
Opening part, 12... Storage part, 13... Hole, 14...
Air chamber, 20...Top opening elliptical member, 21...Bottom, 22
...Top side part, 23...Frontage part, 24...Storage part,
25...hole, 30...riverbed concrete 1., 31.
・・Holding bed part, 32 ・Flexible membrane, 33 ・Both end edges, 34 ・Air supply pipe, 35 ・Antagonal outlet pipe, 3G ・・
・Concavity, 37...Opening edge, 38...Top wall, 39...
・Side wall, 40...Bottom wall, 41...Storage part, 42...
- Holding metal fitting, 43...Anchoring member, 44...Edge, 4
5... Air chamber, 50... Recess, 51... Hole, 52
... Presser fitting, 53 ... Bolt, 54 ... Washer.
Claims (1)
された前記可撓性膜の前後に略同等の水圧を受け、流体
の給、排により起立、倒伏する可撓性膜堰において、前
記可撓性膜の両側縁に挟まれた河床部に、該両側縁と平
行な方向に指向し、かつ倒伏時に前記可撓性膜が収納さ
れ得る落込み収納部を形成したことを特徴とする可撓性
膜堰。A flexible membrane that crosses a river and is fixed to a river bed with both side edges of the flexible membrane separated and receives approximately the same water pressure at the front and rear of the flexible membrane, and rises and falls as fluid is supplied and discharged. In the weir, a depressed storage part is formed in the river bed sandwiched between both side edges of the flexible membrane, which is oriented in a direction parallel to the both side edges and in which the flexible membrane can be stored when it is toppled. A flexible membrane weir featuring:
Priority Applications (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1690586A JPS62178614A (en) | 1986-01-30 | 1986-01-30 | Flexible film dam |
GB8624248A GB2184150B (en) | 1985-10-12 | 1986-10-09 | Flexible sheet dam |
IT21966/86A IT1197381B (en) | 1985-10-12 | 1986-10-10 | DAM IN FLEXIBLE SHEET MATERIAL |
US06/918,441 US4836713A (en) | 1985-10-12 | 1986-10-14 | Flexible sheet dams |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1690586A JPS62178614A (en) | 1986-01-30 | 1986-01-30 | Flexible film dam |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS62178614A true JPS62178614A (en) | 1987-08-05 |
Family
ID=11929152
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1690586A Pending JPS62178614A (en) | 1985-10-12 | 1986-01-30 | Flexible film dam |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS62178614A (en) |
-
1986
- 1986-01-30 JP JP1690586A patent/JPS62178614A/en active Pending
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