JPS60102411A - Closing method for sea water headrace pipe - Google Patents
Closing method for sea water headrace pipeInfo
- Publication number
- JPS60102411A JPS60102411A JP58208815A JP20881583A JPS60102411A JP S60102411 A JPS60102411 A JP S60102411A JP 58208815 A JP58208815 A JP 58208815A JP 20881583 A JP20881583 A JP 20881583A JP S60102411 A JPS60102411 A JP S60102411A
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- headrace
- closing member
- sea water
- wall
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B9/00—Water-power plants; Layout, construction or equipment, methods of, or apparatus for, making same
- E02B9/02—Water-ways
- E02B9/06—Pressure galleries or pressure conduits; Galleries specially adapted to house pressure conduits; Means specially adapted for use therewith, e.g. housings, valves, gates
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
Abstract
Description
【発明の詳細な説明】
本発明はiiσ水尋水路水路管鎖方法に係わり、更に詳
しくは、海水利用を目的とした導水路管の内壁に付着し
た生物を斃死せしめて除去する為に、導水路管内の海水
を淡水にi1換する際の管の閉鎖方法に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for chaining iiσ waterway waterways, and more specifically, the present invention relates to a method for chaining waterways, and more specifically, the present invention relates to a method for chaining waterways, more specifically, to kill and remove living organisms attached to the inner walls of waterway pipes for the purpose of seawater utilization. This invention relates to a method for closing a waterway pipe when converting seawater in the pipe into fresh water.
周知の通り、海水利用を目的とした導水路管(例えば火
力発電所に於ける海水取水−[?等)には、7ノσ水の
人1」5に伴ない管内の壁面に種々の生物が付着、推檀
し、次第に群体を形成する。この為・庁の内径がt或少
し、その1七力を1氏下させることになる。As is well known, conduit pipes intended for the use of seawater (e.g., seawater intake at thermal power plants) have various living organisms on the walls of the pipes due to the 7sigma of water. Attach, persevere, and gradually form a colony. For this reason, if the inner diameter of the office is a little t, its 17 power will be reduced by 1 degree.
従って、々¥導水路管内壁に付着しな生物の除去作業が
定期的に必要となるが、従来はダイパーが導水路管内に
潜水して上記生物を掻き落すことにより除去する方法が
主として採られているが、莫大な労力と時間を必要とす
る問題点があった。そこで有効的で且つ無公害な除去方
法の確立が望まれ、その一つとして導水路管を閉鎖して
、導水路管内を周囲環境から遮断せしめ、然る麦に密閉
導水路管内の11σ水を淡水あるいはJ4当な薬液で置
換して付着生物を斃死させ、もって付着生物を除去する
方法が考案されており、これは上記要望を満す極めて有
効な方法であるが、この方法を実1血する為には有効な
導水路管の密閉又は閉鎖方法が必要とされていた。Therefore, it is necessary to periodically remove the organisms that adhere to the inner walls of the water conduit pipes, but conventionally, the main method of removing these organisms is to use a dipper to dive into the water conduit pipes and scrape off the organisms. However, there was a problem in that it required a huge amount of effort and time. Therefore, it is desired to establish an effective and non-polluting removal method, and one such method is to close the water conduit pipe to isolate the inside of the water conduit from the surrounding environment, and to release 11σ water in the closed water conduit pipe to the wheat. A method has been devised in which the attached organisms are killed by replacing them with fresh water or a chemical solution suitable for J4.This is an extremely effective method that satisfies the above requirements. In order to do this, an effective method of sealing or closing the headrace pipe was required.
本発明は上記の点に績み成されたもので、その要旨とす
る所は、海7に導水路管内へ膨張性閉鎖部材を収縮した
状態で配置dシ、然る後それを膨張させてY1σ水専水
路管の内壁へ密着させることにより管を閉鎖することを
特徴とした1″1σ水、!−ス水路管の閉鎖方法であっ
て、その目的とする所は、時間的にも、労力的にも効率
良く導水路管を閉鎖できる方法を提供するにあり、而も
確実に閉鎖し得る方法を提供するにある。従って、以後
に於ける導水路管内の海水の淡水あるいは適当な薬液に
よる置換作業を効率良く且つ確実に実鴎できるようにす
るにある。The present invention has been accomplished in the above points, and its gist is to place an inflatable closing member in a contracted state in the water conduit pipe, and then to inflate it. A method for closing a 1″1σ water channel pipe, which is characterized by closing the pipe by bringing it into close contact with the inner wall of the Y1σ water channel pipe, and its purpose is to: The object of the present invention is to provide a method for closing a water conduit pipe efficiently in terms of labor, and also a method that can be closed reliably. To efficiently and reliably carry out the replacement work by hand.
以下本発明を実施例に基づいて説明する。第1図は海水
導水路管!、例えば火力/J@屯所における冷却水の取
水管を模式的に示したもので、該導水路g 10) ’
i!’端2が海水3中に開口しているものである。The present invention will be explained below based on examples. Figure 1 is a seawater conduit pipe! , for example, is a schematic diagram of a cooling water intake pipe at a thermal power station/J@tamp;
i! 'The end 2 opens into seawater 3.
先ず始めに、ダイパーが海中に潜水し、収縮した状態の
膨張性閉鎖部材4を前記管端2の内部に配置する。前記
壓張性閉@1;6材4は第2図および第3図に示した如
く、天然又は作製ゴム等の収縮性に冨んだ素材でなる気
球とし、この気球で4成したJ頑張性閉@部材4を収縮
した吠彌のまま、管端2の内側適所に設置する。又第4
図および第5図に示したように、この膨張性閉鎖部材4
は、前記と同様に収縮性に富んだ素材で形成したJA状
の中空体5の内側に、円盤状の閉1011%6をυ長設
したR+J造とすることもできる。First, a dipper dives into the sea and places the inflatable closure member 4 in the deflated state inside the tube end 2. As shown in Figs. 2 and 3, the material 4 is a balloon made of a highly contractible material such as natural or manufactured rubber, and the material 4 made of material 4 is a balloon made of a highly contractible material such as natural or manufactured rubber. The closed member 4 is placed in a proper position inside the tube end 2 while remaining in the contracted state. Also the fourth
As shown in FIG. 5, this inflatable closure member 4
It is also possible to have an R+J structure in which a disk-shaped closed 1011% 6 is provided with a length of υ inside a JA-shaped hollow body 5 made of a highly contractible material in the same manner as described above.
この第4図および第51Aに示した彰張性閉Iia部材
4の場合、環状の中空体5の外周のIEl、逆対称位置
(上F111)に掛止金具7,7が設けてあり、潜水し
たダイパーは掛止金具7,7を導水路管lの管端内壁上
下に設置した掛dz鉤8,8に掛止させることにより、
膨張性閉鎖部材4を11f端2の内部に配置できるよう
になっている。In the case of the hypertonic closed Iia member 4 shown in FIG. 4 and FIG. By hooking the hooks 7, 7 to the hooks 8, 8 installed at the top and bottom of the inner wall of the end of the conduit pipe l,
An inflatable closure member 4 can be placed inside the 11f end 2.
ダイパーのi4中における作業は、上記膨張′性閉鎖部
材4の配[4のみであって、以後は膨張性閉鎖部材4を
11σ上或いは陸上から操作して膨張させれば良い。則
ち、第2図および第3図に示した気球、又は第4図およ
び第5図に示した中空体5には、夫々送置管9が連結し
てあり、該送置r7−9のi? !/115から、圧縮
空気その池の気体、或いは水その也の液体、或いはこれ
らの風体と液体の混合したものをf+iJ記苅球又は中
空不5内に送入することによって夫々の膨張性閉M :
’jls l第4を膨張させることができる。The work of the Diaper during i4 is only the arrangement of the inflatable closing member 4, and thereafter the inflatable closing member 4 may be inflated by operating it on 11σ or from land. That is, a delivery tube 9 is connected to the balloon shown in FIGS. 2 and 3 or the hollow body 5 shown in FIGS. 4 and 5, respectively, and the delivery pipe 9 is connected to the balloon shown in FIGS. i? ! /115, each inflatable closed M is made by introducing compressed air, a gas in the pond, a liquid such as water, or a mixture of these air and liquid into the f+iJ cylinder or hollow tube. :
'jls l4th can be expanded.
気球で4成した膨張性閉鎖部材4に、気体、を夜体又i
!気体と液体の混合物を送入すると、気球が放射状に膨
張し、その外周1111が導水路管1の・II端端内内
壁当接し、・d端2を閉預り−る。Gas is applied to the inflatable closing member 4 made of a balloon.
! When a mixture of gas and liquid is introduced, the balloon expands radially, and its outer periphery 1111 comes into contact with the inner wall of the conduit pipe 1 at the II end, thereby closing the end 2.
中空体5で4成した膨張性閉鎖部材4では、円盤状の閉
鎖膜6によって上ド方向の膨張が制限されており、従っ
て中空体5は主に横方向に膨張し、中空体5の外ll1
J而が7を端2内壁に当接して、管端2を閉鎖する。In the expandable closure member 4 made up of four hollow bodies 5, the expansion in the upper direction is restricted by the disc-shaped closure membrane 6, so the hollow body 5 mainly expands in the lateral direction, and the outer side of the hollow body 5 is ll1
The tube end 2 is closed by abutting the tube 7 against the inner wall of the end 2.
何れのj裟張性閉碩、・S6材4の場合であっても、’
iW端2の内壁と当接する外周面は、内槽の凹凸になじ
むように変形できるので、゛a端内壁に海中生物が付着
、推債している場合であっても、・If@2はA密に閉
鎖される。In any case of tensile closure, S6 material 4,'
The outer peripheral surface that comes into contact with the inner wall of the iW end 2 can be deformed to fit the unevenness of the inner tank, so even if marine organisms are attached to the inner wall of the a end, ・If@2 A: Closed tightly.
第4図および第514に示した膨張・注閉5凶部材4の
場合、中空体5の膨張する方向が、管壁とjIi角の方
向に集中できるので、特に(も密な閉鎖を期することが
できる。又、この場合のIn2 ’tM 14c債は、
前記Q(、球の・易会の膨張体積に較べて少くできるの
で、送入流体もそれだけ少くでき、作業能率を同上する
こともできる。In the case of the inflation/injection member 4 shown in FIG. 4 and FIG. Also, the In2 'tM 14c bond in this case is
Since it can be made smaller than the expansion volume of the ball, the amount of fluid to be fed can be reduced accordingly, and the work efficiency can also be increased.
尚、L記において一’AM又は中空1杢5に送入する流
体としては、前記の通り気体、液体或いは入庫と液体の
混合物を使+14するが、膨張’rl閉頼閉封部材j膨
張に従って浮力が生じるので、導水路・alの規模、設
a!iii度等を考慮して送入流体を選定する必要があ
る。In addition, as mentioned above, gas, liquid, or a mixture of storage and liquid is used as the fluid to be fed into the 1' AM or the hollow 1 heather 5 in the description of L. Since buoyancy is generated, the scale and design of the headrace channel/Al! It is necessary to select the fluid to be fed, taking into account the degree of
以上によって々j水路+#1の11・端2は閉鎖される
ので、り元いて、六J71<路彦1内の+14水を淡水
又はIA当な薬液でnff1侠して二足時間放’+Wず
れば、導水路管lの内壁に付、☆、Jim +:J シ
た海中生物の生命を断つことができ、これによって導水
路・+2・l内のrlj掃も11)]単に行うことがで
きる。As above, the 11th end 2 of the waterway +#1 is closed, so go back and fill the +14 water in the 6J71 If +W is shifted, it is possible to cut off the life of sea creatures attached to the inner wall of the headrace pipe l, ☆, Jim +:J, and by doing so, rlj cleaning inside the headrace pipe +2 l can also be done simply by doing 11)] I can do it.
このように本発明の方法によれば、導水路管1の・1f
端2に自己Iit L/ 7.:膨張Pi閉瑣1部材4
は、鳳c張した際に、管!/!!a 2の内壁の凹凸に
なじむようにして当1茫するので、管端2を(if1i
実に閉鎖することができる。そして、・彦端2の閉鎖性
4は、タイバーがi&乃j(性閉鎖1・?1〜材4を管
端2の内7%に配+iIL/ 、後はIIU上又は地上
から膨張性1’jJ鎖部(オ4に送入びlを送り込むだ
けであるから、1(ケ記・17端閉鎖の確実性と相俟つ
−C1取水・aのγ[l/jii)作業を少ない労力、
時間で行うことができる。As described above, according to the method of the present invention, .1f of the water conduit pipe 1
Self Iit L/7 at end 2. : Expanded Pi closure 1 member 4
When I was cuffed, the tube! /! ! a. Since the first part is adjusted so that it fits the unevenness of the inner wall of 2, the pipe end 2 is (if1i
It can actually be closed. And, for the closure 4 of the Hiko end 2, the tie bar is i&noj (sex closure 1 ? 1 ~ material 4 is placed in 7% of the tube end 2 +iIL/, and then the inflatability 1 is placed on IIU or from the ground. 'jJ chain part (Since only the inlet L is sent to O4, 1 (In conjunction with the certainty of closing the 17 end - C1 water intake and a's γ [l/jii) work is done with less effort. ,
It can be done in time.
以上詳述した如く、本発明は+iσ水導水路水路管内張
曲閉頂部材を収縮した状態で配置し、然る後それを膨張
させて+ilj水導水水管水路管へ層着させることによ
り・冴を閉鎖することをR徴とした海水導水路管の開鎖
方法なので、時間的にも、労力的にも効率良く導水路管
を閉鎖できるものであり、而も確実に閉鎖できる利点を
もたらすものである。従って、以後における尋水路′冴
内の1jσ水の淡水あるいはi]当な薬液による]it
換作渭、それによる寸着生物の除去作業が効率良く且つ
IIη実に実弛できるものである。As described in detail above, the present invention is characterized by arranging the +iσ water conduit water conduit pipe lining curved closed member in a contracted state, and then expanding it and layering it on the +ilj water conduit conduit conduit pipe. Since this is a seawater headrace pipe opening method that uses the R-sign to close the seawater headrace pipe, it is possible to close the seawater headrace pipe efficiently in terms of time and labor, and also has the advantage of being able to be closed reliably. be. Therefore, in the following, 1jσ water in the interrogation waterway's fresh water or i] by the appropriate chemical solution]it
By changing the crop, the work of removing invasive organisms is efficient and actually easy.
zだ付図1mは不発iUJの実11;i例を示し、=、
(! 11Jは本発明を実胤する導水路管の概念IXJ
N第2図は実遣例における膨張性閉鎖部材を1記1a
シた状態の導水路管の一部断+ffj図、・月3図は同
じく膨張曲間鎖部1オを膨張させた状態の導水路管の一
部Iす1而図、J 4図は也の実旭例における、II↓
張゛訃閉1+d i、ll iAを配置+’7 シだ状
tぷ4の導水路彦の一部所聞図、第5図は同じ< jl
lν張性閉・項、>li材を膨張させり4k rLQ
(1) =!、4水11i’d (D−rtLij!
IIJ IJ S第61Ai! iI 、5司中〜゛1
−〜14.1Jlにおける弘大萌11]i 1Jである
。
■ ・・ ・・ンJ3シ水路・1ニr
2・・・・管端
4・・・・膨+1長・雁閉(偵fiB Iオ糸4 N
′察5阿Figure 1m with z shows an example of unexploded iUJ, =,
(! 11J is the concept IXJ of the water conduit pipe that embodies the present invention.
NFigure 2 shows the inflatable closure member in a practical example.
Figure 3 is a partial cross-section of the water conduit pipe in the closed state, and Figure 3 is a partial cross-sectional view of the water conduit pipe with the expansion chain part 1 inflated, and Figure J 4 is also In the actual example of, II↓
Zhang ゛訃close 1 + d i, ll iA placed + '7 A partial view of the headrace of the staghorn tpu 4, Figure 5 is the same < jl
lν tensile closure term, >li expands material 4k rLQ
(1) =! , 4 water 11i'd (D-rtLij!
IIJ IJ S 61st Ai! iI, 5th grade ~゛1
- ~ Hongdae Moe 11]i 1J at 14.1Jl. ■...NJ3shi waterway・1nir 2・・・・tube end 4・・・bulge+1 length・geese closed
Claims (1)
積し、然る後それを膨張させて海水導水路管の内壁へ密
着させることにより管を閉鎖することを特徴とした海水
導水路管の閉鎖方法。A seawater conduit characterized in that an inflatable closing member is arranged in a contracted shape in a seawater conduit pipe, and then expanded and brought into close contact with the inner wall of the seawater conduit pipe to close the pipe. How to close water pipes.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP58208815A JPS60102411A (en) | 1983-11-07 | 1983-11-07 | Closing method for sea water headrace pipe |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP58208815A JPS60102411A (en) | 1983-11-07 | 1983-11-07 | Closing method for sea water headrace pipe |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS60102411A true JPS60102411A (en) | 1985-06-06 |
JPS6329044B2 JPS6329044B2 (en) | 1988-06-10 |
Family
ID=16562579
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP58208815A Granted JPS60102411A (en) | 1983-11-07 | 1983-11-07 | Closing method for sea water headrace pipe |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS60102411A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009281356A (en) * | 2008-05-26 | 2009-12-03 | Hitachi Automotive Systems Ltd | Operating angle varying mechanism |
-
1983
- 1983-11-07 JP JP58208815A patent/JPS60102411A/en active Granted
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009281356A (en) * | 2008-05-26 | 2009-12-03 | Hitachi Automotive Systems Ltd | Operating angle varying mechanism |
Also Published As
Publication number | Publication date |
---|---|
JPS6329044B2 (en) | 1988-06-10 |
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