JPS6124578Y2 - - Google Patents

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Publication number
JPS6124578Y2
JPS6124578Y2 JP1980130073U JP13007380U JPS6124578Y2 JP S6124578 Y2 JPS6124578 Y2 JP S6124578Y2 JP 1980130073 U JP1980130073 U JP 1980130073U JP 13007380 U JP13007380 U JP 13007380U JP S6124578 Y2 JPS6124578 Y2 JP S6124578Y2
Authority
JP
Japan
Prior art keywords
mooring
net
rope
buoyant body
utility
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
Application number
JP1980130073U
Other languages
Japanese (ja)
Other versions
JPS5756823U (en
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 filed Critical
Priority to JP1980130073U priority Critical patent/JPS6124578Y2/ja
Publication of JPS5756823U publication Critical patent/JPS5756823U/ja
Application granted granted Critical
Publication of JPS6124578Y2 publication Critical patent/JPS6124578Y2/ja
Expired legal-status Critical Current

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Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

Description

【考案の詳細な説明】 この考案は、取水口に塵芥が浸入するのを防ぐ
ため、その前方に設置する網場の係留装置に関す
る。 従来、河川あるいは貯水池の取水口にはバース
クリーンを設け塵芥などが取水口内に浸入するの
を防止していた。 しかし、取水口は一般に水を誘導しやすいよう
に河川あるいは貯水池に向つて広く口を開き、漸
次その巾を狭めて取水口に達するようになつてい
て、バースクリーンは通常その奥まつて狭くなつ
た位置に設けられているため、塵芥が集中して目
詰りを起こす恐れがあつた。また、塵芥は主とし
て水面付近に浮遊して取水口に流れ込むので、こ
れを防ぐためバースクリーンの前方に更に網場を
設けることは大変有効である。 しかし、河川あるいは貯水池の水位は増水渇水
の変動が激しく、かつ、塵芥の集積により網場の
係留用ロープに大きな荷重がかかる場合が予想さ
れる。 本考案は網場が水位に追随し有効に働くように
すると共に、ロープに大きな荷重がかかつて網場
が沈下するような事態が起こつた場合は冠水検知
装置が、また、ロープが切断するような事態が起
こつた場合は破断検知装置が働くようにした網場
の係留装置に係る。 その概要は、水面を貫通する状態に水面から水
中に亘つて円柱状支柱を岸壁側面に設け、この支
柱に、上下面にガイドローラを備え、かつ、内部
に独立気泡性樹脂を充填してなる浮力体を上下摺
動自在に装着し、この浮力体に設けたロープ係留
金具により網場を取水口の前方に張架するように
し、ロープには破断検知用導線を、また、浮力体
上面には冠水検知装置を備えた網場係留装置にあ
る。 以下図面の実施例に従つてその内容を詳述す
る。 第1図は本案にかかる網場係留装置を用いた網
場を張架した複数個所の取水口部の概略平面図を
示すものである。(図中矢印は水流の方向を示
す。) 図示するように、取水口1〜1の夫々の前方
には、各取水口の両側の岸壁2,3、3,3′、
3′,3″、3″,2′に装着された支持装置
4″間に亘つて網場が張設される。 網場の夫々は第2図に示すように、下
辺縁に重錘を兼ねたリンクチエーン6を装着した
網7をその上辺縁において、適所にフロート8を
装着し、かつ、ロープ9により吊設されたものか
らなつている。尚ロープ9には該ロープ破断検知
用導線9′が添着されている。 網場の支持装置は第3,4図に示すよう
に、岸壁の上面において、水面上に突出するよう
に装着された支持杆10と、これに対向するよう
に岸壁側面の水中部に突設された支持杆11と、
この両支持杆10,11により水面を貫通して垂
直に支持された円柱状支柱12及び円柱状支柱1
2に遊嵌入される浮力体13とで構成される。 浮力体13には第5,6図に示すように、その
上面と下面に夫々4個の回転自在なガイドローラ
14が円柱状支柱12の外周側面に接しうるよう
に対象的に設けられていて、このガイドローラ
4を介することによつて、浮力体13は円柱状支
柱12に対しその外周にそつて円滑、かつ、自在
に上下に摺動することができるようになつてい
る。 浮力体13はその中心線を含む垂直面で分割さ
れる割型構造でなり、分割線外周に沿つて組立用
フランジ13′を有し、組立にあたつては円柱状
支柱12を左右から挾持するように対向させ、し
かるのち組立用フランジ13′部において螺着結
合することで完全な浮力体13を構成する。ま
た、浮力体13はその内部に独立気泡性樹脂15
を充填して浮体を構成するもので、これにより浮
力体13の外殻板を水密に形成する必要がなくな
り、外殻板は断続的溶接で十分強固に形成しうる
から工作が容易となり作業性、経済性を向上させ
ることができる。 尚ガイドローラ14には、これに塵芥等が付着
して回転機能が損なわれることのないようカバー
(図示せず)を冠着すれば、ガイドローラ14
を十分保護しその回転機能を保たせることができ
る。 浮力体13の上部には第6図に示すように、2
枚の平面板16,16′がロープ係留具17を介
装するに十分な間隔を隔てて水平に設けられる。 平面板16,16′の両側方には突出座18,
18′が設けられ、この突出座18,18′間にロ
ープ係留具17の垂直軸19(図例では頭付ボル
ト)が嵌挿される。この垂直軸19に網場用ロー
プ9の端部が係止される。 即ち網場は夫々その上辺縁の両端にお
いて、岸壁に設けられた円柱状支柱12に上下摺
動自在に嵌入された浮力体13により水位の変化
に順応し水面に対し常に処定の関係位置を維持す
るように保たれながら取水口1〜1の夫々の前
方に張架される。 更に、浮力体13の上面には冠水検知装置(例
えば接近して並立する電極)23が設けられ浮力
13が冠水すると導通して別に設けられた警報
を鳴らすようになつている。また、網場用ロープ
9には前述のように破断検知用導線9′を添わ
せ、萬一ロープ9が切断した場合はこれを検知し
て警報を鳴らす装置に接続されている。 取水口1の網場の上流側係止部A(第1図参
照)と取水口1の網場の下流側係止部Bに
は塵芥流入防止用スクリーン2020′(第1
0〜13図参照)がそれぞれ網場と岸壁との間隙
を塞ぐ状態に網場の上辺縁から下辺縁に至る長さ
に亘り設けられる。このスクリーン2020′
は取水路が数路並設される場合は第1図例のよう
にその最上流側の取水口の網場の上流側係止部と
最下流側の取水口の網場の下流側係止部とに設け
るものとする。尚スクリーン2020′は本例
では型鋼材で構成された長方形枠体21,21′
にエキスパンドメタル22,22′を展張して構
成したものを示したが、エキスパンドメタルの
外、強度と耐蝕性のある材料で形成された網であ
ればそのようなものを使つてもよいことはいうま
でもない。 このスクリーン2020′を設けることによ
り、取水口の両最端部よりの取水口内への塵芥の
流入を効果的に阻止することができる。 本案構造によれば、網場は流水に対して常に取
水口のスクリーンの前方に所定の高さ位置を保つ
て張設されるので水面付近の塵芥はこれにより十
分防ぐことができ、従つてスクリーンに目詰りを
起こすことは無い。 また、萬一塵芥が過度に網場に集積し、網場に
過大な荷重がかかり、浮力体13が沈んで冠水し
たり網場用ロープ9が切断した場合は検知装置が
働き検知できるので直ちに適切な処置をすること
ができる。
[Detailed Description of the Invention] This invention relates to a mooring device for a fishing net that is installed in front of a water intake in order to prevent dust from entering the intake. Conventionally, bar screens have been installed at the water intakes of rivers or reservoirs to prevent dirt and debris from entering the water intakes. However, a water intake generally opens wide toward a river or reservoir to facilitate the flow of water, and gradually narrows its width to reach the intake, and the bar screen usually becomes narrower at the back of the intake. Because the filter was located in such a location, there was a risk of dust concentrating and causing clogging. In addition, since dust mainly floats near the water surface and flows into the water intake, it is very effective to provide an additional screen field in front of the bar screen to prevent this. However, the water level of rivers or reservoirs fluctuates dramatically, and it is expected that a large load will be placed on the mooring ropes at the net yard due to the accumulation of dust. This invention allows the netting station to follow the water level and work effectively, and if a situation occurs where a large load is applied to the rope and the netting station sinks, a flood detection device will be activated and the rope will be cut. This relates to the mooring system at the net yard, which has a break detection device that activates in the event of such a situation. The outline is that a cylindrical support is installed on the side of the quay so that it penetrates the water surface and extends into the water, and this support is equipped with guide rollers on the upper and lower surfaces, and the inside is filled with closed-cell resin. The buoyancy body is attached so as to be able to slide up and down, and the net field is stretched in front of the water outlet using rope mooring fittings provided on the buoyancy body.A lead wire for break detection is attached to the rope, and a wire is attached to the top surface of the buoyancy body. is located on a net field mooring system equipped with a submergence detection device. The contents will be explained in detail below according to the embodiments shown in the drawings. FIG. 1 is a schematic plan view of a plurality of water intakes on which nets using the net mooring device according to the present invention are stretched. (Arrows in the figure indicate the direction of water flow.) As shown in the figure, in front of each of the water intakes 1 to 1, there are quay walls 2, 3, 3, 3' on both sides of each intake.
Support device 4 attached to 3′, 3″, 3″, 2′,
As shown in FIG . 2 , each of the net stations 5 to 5 has a net 7 attached to its lower edge with a link chain 6 which also serves as a weight. At its upper edge, a float 8 is attached at a proper position and is suspended by a rope 9.A conductive wire 9' for detecting rope breakage is attached to the rope 9 . As shown in FIGS. 3 and 4, the support device 4 includes a support rod 10 mounted on the upper surface of the quay so as to protrude above the water surface, and a support rod 10 that is installed on the upper surface of the quay so as to protrude above the water surface, and a support rod 10 protruding from the underwater part of the side surface of the quay so as to oppose this. and a support rod 11,
A cylindrical support 12 and a cylindrical support 1 are vertically supported through the water surface by these support rods 10 and 11.
2 and a buoyant body 13 that is loosely fitted into the buoyant body 13. As shown in FIGS. 5 and 6, the buoyant body 13 has four rotatable guide rollers on its upper and lower surfaces, respectively.
14 are provided symmetrically so as to be in contact with the outer peripheral side surface of the cylindrical support 12, and this guide roller 1
4, the buoyancy body 13 can smoothly and freely slide up and down along the outer periphery of the cylindrical support 12. The buoyant body 13 has a split structure that is divided along a vertical plane including its center line, and has an assembly flange 13' along the outer periphery of the dividing line. During assembly, the cylindrical support 12 is held between the left and right sides. A complete buoyant body 13 is constructed by facing each other so as to be oriented and then screwing them together at the assembly flange 13'. In addition, the buoyant body 13 has a closed cell resin 15 inside it.
This eliminates the need to form the outer shell plate of the buoyant body 13 watertight, and the outer shell plate can be formed sufficiently strong by intermittent welding, making it easy to construct and work. , economical efficiency can be improved. Furthermore, if a cover (not shown) is attached to the guide roller 14 to prevent dust from adhering to it and impairing its rotational function, the guide roller 14 will be sufficiently protected and its rotational function will be maintained. be able to. At the top of the buoyant body 13 , as shown in FIG.
Two flat plates 16, 16' are horizontally spaced apart from each other with a sufficient distance to accommodate the rope anchorage 17 . Projecting seats 18 are provided on both sides of the flat plates 16, 16'.
18' is provided, and a vertical shaft 19 (headed bolt in the illustrated example) of the rope mooring device 17 is inserted between the protruding seats 18, 18'. The end of the netting field rope 9 is locked to this vertical shaft 19. In other words, each of the net fields 5 to 5 adapts to changes in water level by means of buoyant bodies 13 that are fitted into cylindrical supports 12 provided on the quay so as to be able to slide up and down, at both ends of their upper edges, so that they can always maintain a constant position relative to the water surface. It is stretched in front of each of the water intakes 1 to 1 while maintaining the relative position. Further, a submergence detection device 23 (for example, electrodes arranged close to each other) is provided on the upper surface of the buoyant body 13 , so that when the buoyant body 13 is submerged in water, it becomes conductive and sounds a separately provided alarm. Further, as described above, the wire for detecting breakage 9' is attached to the rope 9 for netting, and it is connected to a device that detects breakage of the rope 9 and sounds an alarm. Dust inflow prevention screens 20 and 20' ( first
(see Figures 0 to 13) are provided over the length from the upper edge to the lower edge of the netting area so as to close the gap between the netting area and the quay. This screen 20 , 20'
If several intake channels are installed in parallel, as shown in the example in Figure 1, the upstream side locking part of the netting area of the most upstream water intake and the downstream side locking part of the netting area of the most downstream side intake. It shall be provided in the section. In this example, the screens 20 and 20' are rectangular frames 21 and 21' made of shaped steel.
Although a net constructed by expanding expanded metal 22, 22' is shown in Figure 2, it is possible to use a net made of a strong and corrosion-resistant material other than expanded metal. Needless to say. By providing the screens 20 , 20' , it is possible to effectively prevent dust from flowing into the water intake from both extreme ends of the water intake. According to the proposed structure, the screen is always placed at a predetermined height in front of the screen at the water intake with respect to the flowing water, so that dust near the water surface can be sufficiently prevented. It will not cause clogging. In addition, if too much trash accumulates in the fishing net, an excessive load is applied to the fishing net, and the floating body 13 sinks and becomes flooded, or if the net fishing rope 9 breaks, the detection device works and can detect it immediately. Appropriate measures can be taken.

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

第1図は本案にかかる網場係留装置を用いて網
場を設けた取水口部の概略平面図、第2図は網場
の正面図、第3図は網場支持装置の側面図、第4
図は第3図の正面図、第5図は浮力体13の平面
図、第6図は第5図の正面図、第7図は第6図の
イ−イ視図、第8図は第6図のロ−ロ視図、第9
図aは網場用係留ロープ係止部の平面図、第9図
bは第9図aの側面図、第10図は第1図A部に
設けたスクリーン20の取付状態を示す平面図、
第11図は第1図B部に設けたスクリーン20′
に取付状態を示す平面図、第12図は第10図の
ハ−ハ視図、第13図は第11図のニ−ニ視図で
ある。 1,1′,1″,1……取水口、2,2′,
3,3′,3″……岸壁、……支持装置、
5′5″……網場、9……網場係留用ロー
プ、9′……破断検知用導線、10,11……支
持杆、12……円柱状支柱、13……浮力体、
4……ガイドローラ、15……独立気泡性樹脂、
16,16′……平面板、17……ロープ係留
具、18,18′……突出座、19……垂直軸、
2020′……スクリーン、23……冠水検知
装置。
Figure 1 is a schematic plan view of the water intake section with a net anchorage installed using the net anchorage device according to the present invention, Figure 2 is a front view of the net anchorage, and Figure 3 is a side view of the net anchorage device. 4
The figure is a front view of FIG. 3, FIG. 5 is a plan view of the buoyant body 13 , FIG. 6 is a front view of FIG. 5, FIG. 7 is a view from A to A in FIG. Rollo view of Figure 6, No. 9
Figure a is a plan view of the mooring rope locking part for the net field, Figure 9 b is a side view of Figure 9 a, Figure 10 is a plan view showing the attached state of the screen 20 provided in part A of Figure 1,
Figure 11 shows the screen 20' installed in section B in Figure 1.
12 is a plan view showing the attached state, FIG. 12 is a perspective view from the top of FIG. 10, and FIG. 13 is a knee view from FIG. 11. 1, 1', 1'', 1... Water intake, 2, 2',
3, 3', 3''...Wharf, 4 ...Support device, 5 ,
5' , 5'' , 5 ...Amiba, 9...Amiba mooring rope, 9'...Breakage detection conductor, 10, 11...Support rod, 12...Cylindrical strut, 13 ...Floating body , 1
4... Guide roller, 15... Closed cell resin,
16, 16'...Flat plate, 17 ...Rope mooring device, 18, 18'...Protruding seat, 19...Vertical shaft,
20 , 20' ...Screen, 23 ...Flood detection device.

Claims (1)

【実用新案登録請求の範囲】 1 岸壁より水面を貫通する円柱状支柱を支持
し、該支柱に、支柱が中央に貫通し、上下の面
にガイドローラを備えた浮力体を上下摺動自在
に設け、該浮力体は中心線を含む垂直面で分割
し、該分割線外周に沿つて組立用フランジを設
け、内部に独立気泡性樹脂を充填した浮力体と
し、該浮力体上部にロープ係留金具を設け網場
係留用ロープを係止することを特徴とする網場
係留装置。 2 浮力体上面に冠水検知装置を設けた実用新案
登録請求の範囲第1項記載の網場係留装置。 3 網場係留用ロープに破断検知用導線を添わ
せ、係留用ロープの切断を検知するようにした
実用新案登録請求の範囲第1項または第2項記
載の網場係留装置。 4 ロープ係留金具を、浮力体上部に所定間隔で
水平に設けた2枚の平面板の1隅に垂直軸を貫
挿したものとし、該垂直軸に網場係留用ロープ
を係止するようにした実用新案登録請求の範囲
第1項記載の網場係留装置。
[Scope of Claim for Utility Model Registration] 1. A cylindrical column that penetrates the water surface from a quay is supported, and a buoyant body with the column passing through the center and having guide rollers on the upper and lower surfaces is slidable up and down. The buoyant body is divided along a vertical plane including the center line, an assembly flange is provided along the outer periphery of the dividing line, the buoyant body is filled with closed cell resin, and a rope mooring fitting is attached to the top of the buoyant body. A net mooring device for securing a net mooring rope. 2. The net field mooring device according to claim 1 of the utility model registration claim, which is provided with a submergence detection device on the upper surface of the buoyant body. 3. The net mooring device according to claim 1 or 2 of the utility model registration claim, wherein a break detection conductor is attached to the net mooring rope to detect breakage of the mooring rope. 4. The rope mooring fittings shall have a vertical shaft inserted through one corner of two flat plates installed horizontally at a predetermined interval above the buoyant body, and the net field mooring rope shall be secured to the vertical shafts. A net field mooring device according to claim 1 of the utility model registration claim.
JP1980130073U 1980-09-11 1980-09-11 Expired JPS6124578Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1980130073U JPS6124578Y2 (en) 1980-09-11 1980-09-11

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1980130073U JPS6124578Y2 (en) 1980-09-11 1980-09-11

Publications (2)

Publication Number Publication Date
JPS5756823U JPS5756823U (en) 1982-04-03
JPS6124578Y2 true JPS6124578Y2 (en) 1986-07-23

Family

ID=29490400

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1980130073U Expired JPS6124578Y2 (en) 1980-09-11 1980-09-11

Country Status (1)

Country Link
JP (1) JPS6124578Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4636732B2 (en) * 2001-05-29 2011-02-23 海和テック株式会社 Mooring device for fences

Also Published As

Publication number Publication date
JPS5756823U (en) 1982-04-03

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