JPH0658461A - Taking-in method for hydraulic steel pipe for hydroelectric power plant - Google Patents

Taking-in method for hydraulic steel pipe for hydroelectric power plant

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Publication number
JPH0658461A
JPH0658461A JP22646792A JP22646792A JPH0658461A JP H0658461 A JPH0658461 A JP H0658461A JP 22646792 A JP22646792 A JP 22646792A JP 22646792 A JP22646792 A JP 22646792A JP H0658461 A JPH0658461 A JP H0658461A
Authority
JP
Japan
Prior art keywords
pipe
carry
iron
iron pipe
hydraulic
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.)
Withdrawn
Application number
JP22646792A
Other languages
Japanese (ja)
Inventor
Masaru Ogasa
勝 小笠
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.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries 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 Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP22646792A priority Critical patent/JPH0658461A/en
Publication of JPH0658461A publication Critical patent/JPH0658461A/en
Withdrawn legal-status Critical Current

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Abstract

PURPOSE:To promote a reduction in winch capacity and the shortening of a construction period by laying a rail in a hydraulic pipeline, making both upper and lower crabs so as to be traveled in the line center simultaneously with a winch set up at an upper end of the pipeline, while mounting both upper and lower steel pipes on these crabs for carrying-in the pipeline, connecting them at the central part, and subsequently taking them in the pipeline successively to be connected. CONSTITUTION:A rail 04 is laid down in a hydraulic pipeline 01, and an upper side crab 5 and a lower side crab 7 are connected through a wire 4 by a taking-in winch 6 set up on an upper end of this hydraulic pipeline 01, and both these crabs 5, 7 are traveled on the rail 04 relatively up and down simultaneously. Each of both upper side and lower side taking-in steel pipes 1, 2 is mounted on each of these crabs 5 and 7, conveying them to the central part of the pipeline 01. Hereat both steel pipes 1, 2 are connected to each other and the circumference is wrapped tight with anchor concrete 10, using them an upper side start pipe 8 and a lower side start pipe 9 respectively. Next, likewise both upper and lower installed steel pipes 11, 12 are conveyed and connected.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は水力発電所水圧鉄管の搬
入方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for bringing in a penstock of a hydraulic power plant.

【0002】[0002]

【従来の技術】例えば、揚水式水力発電所水圧鉄管の搬
入方法としては、従来、図5縦断面図に示すように、高
所から低所へ斜めに下る水圧管路01の上部搬入口02
から水圧鉄管の単位管、すなわち搬入鉄管03を水圧管
路01内に搬入し、この搬入鉄管03を水圧管路01に
布設されたレール04に沿って移動する台車05に載置
し、水圧管路01の上端部に配設され先端が台車05に
連結されたワイヤ06が巻回された搬入用ウインチ07
を緩めて台車05を下降させ、水圧管路01の下端部に
あらかじめアンカーコンクリート08により巻き固めら
れたスタート管09の上端側に搬入鉄管03を据付鉄管
010として接続することが知られている。ここで01
1,012はそれぞれ搬入鉄管の搬入方向,据付鉄管の
据付方向である。この種の水圧鉄管の搬入作業では、緊
急時に搬入鉄管03を引き上げることを考慮して、搬入
用ウインチ07の巻揚げ能力は、搬入鉄管03の重量以
上となっている。また一度に水圧管路01内に搬入でき
る搬入鉄管03の数は1本に限定されている。
2. Description of the Related Art For example, as a method for carrying in a penstock of a pumped-storage hydroelectric power plant, conventionally, as shown in the longitudinal sectional view of FIG. 5, an upper carrying-in port 02 of a penstock line 01 which obliquely descends from a high place to a low place is shown.
Unit pipe of the penstock, that is, the carry-in iron pipe 03 is carried into the penstock 01, and this carry-in iron pipe 03 is placed on the carriage 05 that moves along the rail 04 laid in the penstock 01, A loading winch 07 in which a wire 06, which is arranged at the upper end of the road 01 and whose tip is connected to the carriage 05, is wound.
It is known that the carriage iron 05 is lowered to lower the carriage 05, and the carry-in iron pipe 03 is connected as the installation iron pipe 010 to the upper end side of the start pipe 09 which is wound and solidified in advance by the anchor concrete 08 around the lower end of the hydraulic pipe line 01. Where 01
Reference numerals 1 and 012 are the loading direction of the incoming iron pipe and the installing direction of the installation iron pipe, respectively. In this type of hydraulic iron pipe carry-in operation, the hoisting capability of the carry-in winch 07 is equal to or greater than the weight of the carry-in iron pipe 03 in consideration of pulling up the carry-in iron pipe 03 in an emergency. Further, the number of the carry-in iron pipes 03 that can be carried into the hydraulic pressure pipeline 01 at one time is limited to one.

【0003】しかしながら、このような管路頂部からの
鉄管吊り込み搬入方法では、水力発電所の大型化,高出
力化に伴い、下記のような欠点が予想される。 (1) 水力発電所特に揚水式水力発電所では搬入鉄管03
が大口径化及び耐高圧化するので、その重量が増大して
搬入用ウインチ07の容量増加が必要となり、したがっ
て建設費が嵩む。 (2) 高落差のため水圧管路01が長大化するので、搬入
鉄管03の運搬距離が長くなり、したがって工期が長期
化する。
However, in such a method of suspending and carrying in an iron pipe from the top of the pipeline, the following drawbacks are expected with the increase in size and output of the hydroelectric power plant. (1) Hydroelectric power station Especially for pumped hydroelectric power station
Since the diameter of the winch is increased and the pressure resistance thereof is increased, the weight of the winch increases and the capacity of the carry-in winch 07 must be increased, resulting in an increase in construction cost. (2) Since the hydraulic line 01 becomes long due to the high head, the carry distance of the incoming iron pipe 03 becomes long, and therefore the construction period becomes long.

【0004】[0004]

【発明が解決しようとする課題】本発明は、このような
事情に鑑みて提案されたもので、搬入鉄管を扱う搬入用
ウインチの容量が小さくて済み、かつ搬入鉄管の搬入工
期が短くなる、したがって経済性に優れた水力発電所水
圧鉄管の搬入方法を提供することを目的とする。
SUMMARY OF THE INVENTION The present invention has been proposed in view of such circumstances, and the capacity of the loading winch for handling the incoming iron pipe can be small, and the loading period of the incoming iron pipe can be shortened. Therefore, it is an object of the present invention to provide a method of bringing in penstocks of a hydraulic power plant which is excellent in economic efficiency.

【0005】[0005]

【課題を解決するための手段】そのために、本発明は水
圧管路の上部搬入口,下部搬入口から同一重量の上部側
搬入鉄管,下部側搬入鉄管をそれぞれ上記水圧管路に搬
入し、上記水圧管路の上端に配設された搬入用ウインチ
に巻回されたワイヤの上端,下端にそれぞれ連結された
上部側台車,下部側台車に上記上部側搬入鉄管,上記下
部側搬入鉄管を載置し、上記上部側台車,上記下部側台
車を上記水圧管路に沿って敷設されたレールに沿ってそ
れぞれ移動し、上記水圧管路の央部で上記上部側搬入鉄
管,上記下部側搬入鉄管を接続しアンカーコンクリート
でそれらの周りを巻き固めて上部側スタート管,下部側
スタート管とし、上記上部側スタート管,上記下部側ス
タート管の上端,下端に上記上部側台車,上記下部側台
車を使用して上記各鉄管にそれぞれ接続される上部側搬
入鉄管,下部側搬入鉄管をそれぞれ順次接続することを
特徴とする。
Therefore, according to the present invention, the upper side carry-in iron pipe and the lower side carry-in iron pipe having the same weight are carried into the hydraulic line from the upper carry-in port and the lower carry-in port of the hydraulic line, respectively. An upper side carriage and a lower side carriage which are respectively connected to the upper and lower ends of a wire wound around a carry-in winch arranged at the upper end of the penstock Then, the upper carriage and the lower carriage are moved along the rails laid along the hydraulic pipeline, and the upper carry-in iron pipe and the lower carry-in iron pipe are installed at the central part of the hydraulic pipeline. Connect them and wrap them around with anchor concrete to make upper side start pipe and lower side start pipe, and use the upper side trolley and the lower side trolley at the upper and lower ends of the upper side start pipe and the lower side start pipe. And above Upper carry-iron pipe which is connected to the iron pipe, characterized in that each sequentially connecting the lower side carrying iron pipe.

【0006】[0006]

【作用】このような構成によれば、下記の作用が行われ
る。 (1) 搬入用ウインチに対し上部側搬入鉄管と下部側搬入
鉄管とが互いに釣合おもりとして作用するので、上記搬
入用ウインチの容量が約半減する。 (2) 水圧管路の上下から、それぞれ上部側搬入鉄管,下
部側搬入鉄管が搬入可能となるので、鉄管搬入工期が約
半減する。
According to this structure, the following actions are performed. (1) Since the upper-side loading iron pipe and the lower-side loading iron pipe act as a counterweight for the loading winch, the capacity of the loading winch is reduced by about half. (2) Since the upper and lower iron pipes can be loaded from the top and bottom of the penstock, the iron pipe loading period can be reduced by half.

【0007】[0007]

【実施例】本発明の一実施例を図面について説明する
と、図5と同一の符号はそれぞれ同図と同一の部材を示
し、まず、図1縦断面図において、1,2はそれぞれ水
圧管路01の上部搬入口02,下部搬入口3から水圧管
路01内に搬入された上部側搬入鉄管,下部側搬入鉄管
で、それらの重量は互いに等しい。4は一端が上部側搬
入鉄管1を載置した上部側台車5に連結され、央部が水
圧管路01の上端に配設された搬入用ウインチ6に巻回
され、他端が下部側搬入鉄管2を載置した下部側台車7
に連結されたワイヤである。8,9はそれぞれ水圧管路
01の央部にあらかじめアンカーコンクリート10によ
り巻き固められた上部側スタート管,下部側スタート
管、11,12はそれぞれ上部側スタート管8,下部側
スタート管9の上側,下側に上部側搬入鉄管1,下部側
搬入鉄管2が接続されることにより順次形成される上部
側据付鉄管,下部側据付鉄管である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described with reference to the drawings. The same reference numerals as those in FIG. 5 denote the same members as those in the same drawing. First, in the longitudinal sectional view of FIG. The upper carry-in port 02 and the lower carry-in port 3 of the upper carry-in port 02 and the lower carry-in port 3 carried into the hydraulic conduit 01 are equal in weight. One end of 4 is connected to an upper carriage 5 on which the upper-side loading iron pipe 1 is placed, the central part is wound around a loading winch 6 arranged at the upper end of the hydraulic conduit 01, and the other end is loaded at the lower-side. Lower truck 7 on which iron pipe 2 is placed
Is a wire connected to. 8 and 9 are the upper side start tube and the lower side start tube, which have been preliminarily wound and solidified with anchor concrete 10 around the central part of the hydraulic line 01, and 11 and 12 are the upper side start tube 8 and the lower side start tube 9, respectively. , An upper installed iron pipe and a lower installed iron pipe that are sequentially formed by connecting the upper imported iron pipe 1 and the lower imported iron pipe 2 to the lower side.

【0008】次に、水圧管路01の上下部それぞれの湾
曲部におけるワイヤ4の保護要領を示す図2(A) 縦断面
図及び同図(B) 縦断面図において、13,14はそれぞ
れ水圧管路01の上部湾曲部下側面,下部湾曲部上側面
に直列的に適宜間隔で配設された複数のワイヤ受けロー
ラーで、同図で15,16はそれぞれ水圧管路01の上
端部,下端部に枢着されたターンテーブルである。
Next, in FIG. 2 (A) longitudinal sectional view and FIG. 2 (B) longitudinal sectional view showing the protection procedure of the wire 4 in the upper and lower curved portions of the hydraulic conduit 01, 13 and 14 are hydraulic pressure respectively. A plurality of wire receiving rollers arranged in series on the lower side of the upper curved portion and the upper side of the lower curved portion of the pipeline 01 at appropriate intervals. In the figure, 15 and 16 are the upper end and the lower end of the hydraulic pipeline 01, respectively. It is a turntable pivotally attached to.

【0009】さらに、上部側搬入鉄管1の開先保護要領
を示す図3(A) 正面図及び同図(B)側面図において、1
7は上部側搬入鉄管1の外面上端側頂部に突設された転
倒防止ワイヤ用アイピース、18は上部側搬入鉄管1の
外面上端側底部に左右1対的に突設された吊下ろしワイ
ヤ用アイピース、19は水圧管路01の上部湾曲部にお
けるワイヤの方向である。続いて、下部側搬入鉄管2の
開先保護要領を示す図3(C) 正面図及び同図(D)側面図
において、20は下部側搬入鉄管2の外面上端側頂部に
突設された転倒防止ワイヤ用アイピース、21は下部側
搬入鉄管2の内面上端側底部に左右1対的に突設された
吊上げワイヤ用アイピース、22は水圧管路01の下部
湾曲部におけるワイヤの方向である。
Further, in the front view of FIG. 3 (A) and the side view of FIG. 3 (B) showing the groove protection procedure of the upper side carry-in iron pipe 1, 1
Reference numeral 7 is an eyepiece for a fall prevention wire that is projected on the top of the outer surface upper end side of the upper carrying-in iron pipe 1, and 18 is an eyepiece for a hanging wire that is projectingly paired left and right on the outer surface upper end side bottom of the upper carrying-in iron pipe 1. , 19 are the directions of the wires in the upper curved portion of the hydraulic conduit 01. Next, in the front view of FIG. 3 (C) and the side view of FIG. 3 (C) showing the groove protection procedure of the lower-side loading iron pipe 2, 20 is the tip of the tip of the outer-side upper end side of the lower-side loading iron pipe 2. An eyepiece 21 for the prevention wire, 21 is an eyepiece for a lifting wire, which is provided on the bottom portion of the upper surface of the inner surface of the lower carrying-in pipe 2 so as to be paired left and right, and 22 is the direction of the wire in the lower curved portion of the hydraulic conduit 01.

【0010】ここで、上部側スタート管8に上部側搬入
鉄管1を据付鉄管として接続する要領を示す図4(1) 縦
断面図及び同図(2) 縦断面図において、23は上部側ス
タート管8の上端面と上部側搬入鉄管1の下端面とのす
き間、24は上部側台車5をレール04上に固定する楔
式のストッパーである。25は頂面が上部側搬入鉄管1
を支持するとともに、底面が摺動面26として上部側台
車5の頂板上を摺動可能の荷台、27は上部側台車5に
付設され荷台25を摺動させることができる位置調整用
ジヤツキで、そのストロークはすき間23より大となっ
ている。28は台車搬出用チエーンブロックである。
Here, in FIG. 4 (1) longitudinal sectional view and FIG. 4 (2) longitudinal sectional view showing the procedure for connecting the upper loading iron pipe 1 to the upper starting pipe 8 as an installation iron pipe, 23 is an upper starting In the gap between the upper end surface of the pipe 8 and the lower end surface of the upper carrying-in iron pipe 1, 24 is a wedge-type stopper for fixing the upper carriage 5 on the rail 04. The top surface of 25 is an upper-side carry-in iron pipe 1
And a bottom surface that is slidable on the top plate of the upper truck 5 as a sliding surface 26, and 27 is a position adjusting jack that is attached to the upper truck 5 and that can slide the luggage tray 25. The stroke is larger than the gap 23. 28 is a chain block for carrying out the dolly.

【0011】このような装置において、水圧管路01に
水圧鉄管を搬入するには、図1において、水圧管路01
の上部搬入口02,下部搬入口3から同一重量の上部側
搬入鉄管1,下部側搬入鉄管2をそれぞれ水圧管路01
に搬入し、水圧管路01の上端に配設された搬入用ウイ
ンチ6に巻回されたワイヤ4の上端,下端にそれぞれ連
結された上部側台車5,下部側台車7に上記上部側搬入
鉄管1,上記下部側搬入鉄管2を載置する。そして、上
部側台車5,下部側台車7を水圧管路01に沿って敷設
されたレール04に沿ってそれぞれ移動し、水圧管路0
1の央部で上部側搬入鉄管1,下部側搬入鉄管2を接続
しアンカーコンクリート10でそれらの周りを巻き固め
て上部側スタート管8,下部側スタート管9とし、上部
側スタート管8,下部側スタート管9の上端,下端に上
部側台車5,下部側台車7を使用して上記各鉄管にそれ
ぞれ接続される上部側搬入鉄管,下部側搬入鉄管をそれ
ぞれ順次接続する。
In such an apparatus, in order to carry the penstock into the penstock 01, the penstock 01 shown in FIG.
From the upper carry-in port 02 and the lower carry-in port 3 of the same weight as the upper side carry-in iron pipe 1 and the lower side carry-in iron pipe 2 respectively.
And the upper side carriage 5 and the lower side carriage 7 connected to the upper and lower ends of the wire 4 wound around the carry-in winch 6 disposed at the upper end of the hydraulic conduit 01, respectively. 1. Place the lower loading iron pipe 2 above. Then, the upper truck 5 and the lower truck 7 are moved along the rails 04 laid along the hydraulic pipeline 01, respectively.
In the central part of 1, the upper side loading iron pipe 1 and the lower side loading iron pipe 2 are connected, and they are wound and solidified with anchor concrete 10 to form an upper side starting pipe 8 and a lower side starting pipe 9; The upper carriage 5 and the lower carriage 7 are used at the upper and lower ends of the side start pipe 9 to sequentially connect the upper carry-in iron pipe and the lower carry-in iron pipe, which are respectively connected to the iron pipes.

【0012】その際、上部側スタート管8,下部側スタ
ート管9への上部側搬入鉄管1,下部側搬入鉄管2それ
ぞれの接続要領は、図4(1) に示すように、搬入用ウイ
ンチ6を正転し、ワイヤ4の一端を繰出し,他端を巻込
んだとき、下部側搬入鉄管2が先きに下部側スタート管
9に肌合わせし、上部側搬入鉄管1と上部側スタート管
8との間に若干のすき間23が生ずるようにワイヤ4の
搬入用ウインチ6への巻回を図っておく。続いて、下部
側搬入鉄管2と下部側スタート管9とを仮付溶接29で
接続するとともに、上部側台車5にストッパー24を掛
け、さらにワイヤ4の一端,他端をそれぞれ上部側搬入
鉄管1,下部側搬入鉄管2から外して上部側台車5,下
部側台車7に付け換える。そして、位置調整用ジャッキ
27を縮長して荷台25を矢印30の方へ移動させて、
同図(2) に示すように、上部側搬入鉄管1と上部側スタ
ート管8とを肌合わせさせ、両者を仮付溶接31で接続
したのち、搬入用ウインチ6を逆転して上部側台車5,
下部側台車7をそれぞれ上部搬入口02,下部搬入口3
まで移動させ、このサイクル作業を以降複数回繰返す。
At that time, as shown in FIG. 4 (1), the procedure for connecting the upper-side start iron pipe 1 and the lower-side iron pipe 2 to the upper-side start pipe 8 and the lower-side start pipe 9 is as follows. When the wire 4 is forwardly rotated and one end of the wire 4 is fed out and the other end is wound, the lower-side loading iron pipe 2 first comes into contact with the lower-side starting pipe 9, and the upper-side loading iron pipe 1 and the upper-side starting pipe 8 The wire 4 is wound around the carry-in winch 6 so that a slight gap 23 is formed between the wire 4 and the wire. Subsequently, the lower-side carry-in iron pipe 2 and the lower-side start pipe 9 are connected by temporary welding 29, a stopper 24 is hung on the upper-side carriage 5, and one end and the other end of the wire 4 are respectively connected to the upper-side carry-in iron pipe 1. , Remove it from the lower-side loading iron pipe 2, and replace it with the upper-side carriage 5 and the lower-side carriage 7. Then, the position adjusting jack 27 is contracted to move the loading platform 25 toward the arrow 30,
As shown in (2) of the figure, after the upper-side loading iron pipe 1 and the upper-side starting pipe 8 are brought into contact with each other and connected by temporary welding 31, the loading winch 6 is reversed to rotate the upper-side carriage 5 ,
The lower carriage 7 is connected to the upper carry-in port 02 and the lower carry-in port 3, respectively.
And repeat this cycle work multiple times.

【0013】このような、実施例の方法によれば、下記
効果が奏せられる。 (1) 搬入用ウインチに対し上部側搬入鉄管と下部側搬入
鉄管とが互いに釣合おもりとして作用するので、上記搬
入用ウインチの容量が約半減し、したがって建設費の経
済性が向上する。 (2) 水圧管路の上下から、それぞれ上部側搬入鉄管,下
部側搬入鉄管が搬入可能となるので、鉄管搬入工期が約
半減し、したがって建設費の経済性が向上する。
According to the method of this embodiment, the following effects can be obtained. (1) Since the upper carry-in iron pipe and the lower carry-in iron pipe act as counterweights for the carry-in winch, the capacity of the carry-in winch is reduced by about half, and therefore the economical efficiency of construction cost is improved. (2) Since the upper and lower iron pipes can be loaded from above and below the penstock, the iron pipe loading period will be halved and the construction cost will be more economical.

【0014】[0014]

【発明の効果】要するに本発明によれば、水圧管路の上
部搬入口,下部搬入口から同一重量の上部側搬入鉄管,
下部側搬入鉄管をそれぞれ上記水圧管路に搬入し、上記
水圧管路の上端に配設された搬入用ウインチに巻回され
たワイヤの上端,下端にそれぞれ連結された上部側台
車,下部側台車に上記上部側搬入鉄管,上記下部側搬入
鉄管を載置し、上記上部側台車,上記下部側台車を上記
水圧管路に沿って敷設されたレールに沿ってそれぞれ移
動し、上記水圧管路の央部で上記上部側搬入鉄管,上記
下部側搬入鉄管を接続しアンカーコンクリートでそれら
の周りを巻き固めて上部側スタート管,下部側スタート
管とし、上記上部側スタート管,上記下部側スタート管
の上端,下端に上記上部側台車,上記下部側台車を使用
して上記各鉄管にそれぞれ接続される上部側搬入鉄管,
下部側搬入鉄管をそれぞれ順次接続することにより搬入
鉄管を扱う搬入用ウインチの容量が小さくて済み、かつ
搬入鉄管の搬入工期が短くなる、したがって経済性に優
れた水力発電所水圧鉄管の搬入方法を得るから、本発明
は産業上極めて有益なものである。
In summary, according to the present invention, the upper carry-in iron pipe having the same weight from the upper carry-in port and the lower carry-in port of the hydraulic pipe line,
Lower side carry-in iron pipes are respectively carried into the hydraulic conduits, and upper and lower bogies are respectively connected to the upper and lower ends of the wire wound around the carrying winch arranged at the upper end of the hydraulic conduits. The upper side carry-in iron pipe and the lower side carry-in iron pipe are placed on, and the upper side trolley and the lower side trolley are respectively moved along rails laid along the hydraulic pressure pipe line, In the central part, the upper side loading iron pipes and the lower side loading iron pipes are connected and wound around them with anchor concrete to form an upper side starting pipe and a lower side starting pipe, and the upper side starting pipe and the lower side starting pipe are connected. The upper side carriage at the upper and lower ends, the upper side carry-in iron pipe connected to each of the iron pipes by using the lower side carriage,
By sequentially connecting the lower-side incoming iron pipes, the capacity of the incoming winch that handles the incoming iron pipes can be small, and the incoming iron pipe loading period can be shortened. Therefore, the present invention is extremely useful in industry.

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

【図1】本発明の一実施例を示し、同図(A) は全体縦断
面図,同図(B) は搬入用ウインチ6の巻上げ要領を説明
する模式図である。
FIG. 1 shows an embodiment of the present invention, FIG. 1 (A) is an overall longitudinal sectional view, and FIG. 1 (B) is a schematic view for explaining a hoisting procedure of a winch 6 for loading.

【図2】同図(A) ,(B) はそれぞれ図1の水圧管路01
の上下湾曲部におけるワイヤ4の保護要領を示す縦断面
図である。
2 (A) and 2 (B) are respectively the hydraulic line 01 of FIG.
FIG. 6 is a vertical cross-sectional view showing a point of protection of the wire 4 in the up-and-down curved portion of

【図3】図1の搬入鉄管の開先保護要領図で、図3(A)
正面図及び同図(B) 側面図は上部側搬入鉄管を,同図
(C) 正面図及び同図(D) 側面図は下部側搬入鉄管をそれ
ぞれ示す。
FIG. 3 is a groove protection diagram of the incoming iron pipe in FIG. 1, and FIG.
The front view and the same figure (B) are side views showing the upper-side loading iron pipe.
The front view (C) and the side view (D) of the figure show the lower-side incoming iron pipe, respectively.

【図4】図1の上部側スタート管8,下部側スタート管
9に上部側搬入鉄管1,下部側搬入鉄管2をそれぞれ接
続する要領図で、図4(1) ,(2) はそれぞれ下部側搬入
鉄管2が下部側スタート管9に,下部側搬入鉄管2及び
上部側搬入鉄管1が下部側スタート管9及び上部側スタ
ート管8に仮付けされた状態を示す。
FIG. 4 is a diagram showing how the upper-side start iron pipe 1 and the lower-side start iron pipe 2 are connected to the upper-side start pipe 8 and the lower-side start pipe 9 of FIG. 1, respectively. The side loading iron pipe 2 is temporarily attached to the lower starting pipe 9, and the lower loading iron pipe 2 and the upper loading iron pipe 1 are temporarily attached to the lower starting pipe 9 and the upper starting pipe 8.

【図5】公知の水力発電所水圧鉄管の搬入方法を示す縦
断面図である。
FIG. 5 is a vertical cross-sectional view showing a known method for loading a penstock of a hydraulic power plant.

【符号の説明】[Explanation of symbols]

1 上部側搬入鉄管 2 下部側搬入鉄管 3 下部搬入口 4 ワイヤ 5 上部側台車 6 搬入用ウインチ 7 下部側台車 8 上部側スタート管 9 下部側スタート管 10 アンカーコンクリート 11 上部側据付鉄管 12 下部側据付鉄管 13 ワイヤ受けローラー 14 ワイヤ受けローラー 15 ターンテーブル 16 ターンテーブル 17 転倒防止ワイヤ用アイピース 18 吊下ろしワイヤ用アイピース 19 ワイヤの方向 20 転倒防止ワイヤ用アイピース 21 吊上げワイヤ用アイピース 22 ワイヤの方向 23 すき間 24 ストッパー 25 荷台 26 摺動面 27 位置調整用ジヤツキ 28 台車搬出用チエーンブロック 29 仮付溶接 30 矢印 31 仮付溶接 01 水圧管路 02 上部搬入口 04 レール 1 Upper side iron pipe 2 Lower side iron pipe 3 Lower port 4 Wire 5 Upper side truck 6 Carrying winch 7 Lower side truck 8 Upper side start pipe 9 Lower side start pipe 10 Anchor concrete 11 Upper side installation iron pipe 12 Lower side installation Iron pipe 13 Wire receiving roller 14 Wire receiving roller 15 Turntable 16 Turntable 17 Eyepiece for tipping prevention wire 18 Eyepiece for hanging wire 19 Wire direction 20 Eyepiece for tipping prevention wire 21 Eyepiece for lifting wire 22 Wire direction 23 Clearance 24 Stopper 25 Loading platform 26 Sliding surface 27 Position adjustment jack 28 Carrying-out chain block 29 Temporary welding 30 Arrows 31 Temporary welding 01 Hydraulic line 02 Upper carry-in port 04 Rail

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 水圧管路の上部搬入口,下部搬入口から
同一重量の上部側搬入鉄管,下部側搬入鉄管をそれぞれ
上記水圧管路に搬入し、上記水圧管路の上端に配設され
た搬入用ウインチに巻回されたワイヤの上端,下端にそ
れぞれ連結された上部側台車,下部側台車に上記上部側
搬入鉄管,上記下部側搬入鉄管を載置し、上記上部側台
車,上記下部側台車を上記水圧管路に沿って敷設された
レールに沿ってそれぞれ移動し、上記水圧管路の央部で
上記上部側搬入鉄管,上記下部側搬入鉄管を接続しアン
カーコンクリートでそれらの周りを巻き固めて上部側ス
タート管,下部側スタート管とし、上記上部側スタート
管,上記下部側スタート管の上端,下端に上記上部側台
車,上記下部側台車を使用して上記各鉄管にそれぞれ接
続される上部側搬入鉄管,下部側搬入鉄管をそれぞれ順
次接続することを特徴とする水力発電所水圧鉄管の搬入
方法。
1. An upper carry-in iron pipe and a lower carry-in iron pipe having the same weight are respectively carried into the hydraulic pressure pipe from the upper carry-in port and the lower carry-in port of the hydraulic pressure pipe, and are arranged at the upper end of the hydraulic pressure pipe. The upper side carriage and the lower side carriage iron pipes are mounted on the upper side carriage and the lower side carriage, respectively, which are connected to the upper and lower ends of the wire wound around the carrying winch, and the upper side carriage and the lower side are mounted. Move the trolleys along the rails laid along the hydraulic pipeline, connect the upper iron carrying pipe and the lower iron carrying pipe at the center of the hydraulic pipeline, and wrap them around with anchor concrete. The upper side start pipe and the lower side start pipe are solidified and connected to each of the iron pipes by using the upper side bogie and the lower side bogie at the upper and lower ends of the upper side start pipe and the lower side start pipe, respectively. Upper side loading A method of bringing in hydraulic iron pipes at a hydroelectric power plant, characterized in that the iron pipes and the iron pipes at the lower side are sequentially connected.
JP22646792A 1992-08-03 1992-08-03 Taking-in method for hydraulic steel pipe for hydroelectric power plant Withdrawn JPH0658461A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22646792A JPH0658461A (en) 1992-08-03 1992-08-03 Taking-in method for hydraulic steel pipe for hydroelectric power plant

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22646792A JPH0658461A (en) 1992-08-03 1992-08-03 Taking-in method for hydraulic steel pipe for hydroelectric power plant

Publications (1)

Publication Number Publication Date
JPH0658461A true JPH0658461A (en) 1994-03-01

Family

ID=16845561

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22646792A Withdrawn JPH0658461A (en) 1992-08-03 1992-08-03 Taking-in method for hydraulic steel pipe for hydroelectric power plant

Country Status (1)

Country Link
JP (1) JPH0658461A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6825254B2 (en) 2000-09-04 2004-11-30 Asahi Kasei Chemicals Corporation Polyphenylene ether resin composition

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6825254B2 (en) 2000-09-04 2004-11-30 Asahi Kasei Chemicals Corporation Polyphenylene ether resin composition

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