JPS6328167B2 - - Google Patents
Info
- Publication number
- JPS6328167B2 JPS6328167B2 JP58040408A JP4040883A JPS6328167B2 JP S6328167 B2 JPS6328167 B2 JP S6328167B2 JP 58040408 A JP58040408 A JP 58040408A JP 4040883 A JP4040883 A JP 4040883A JP S6328167 B2 JPS6328167 B2 JP S6328167B2
- Authority
- JP
- Japan
- Prior art keywords
- single pipe
- shaft
- winch
- trolley
- tilted
- 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
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)
Description
【発明の詳細な説明】
本発明は、姿勢を傾けることができる揺動架台
を使用して、水圧鉄管を据付ける工法に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a construction method for installing a penstock using a swingable frame whose posture can be tilted.
従来、大口径の水圧鉄管を斜坑内へ据付ける場
合、斜坑の傾斜角度が概略45゜以下であれば、第
1図に示すように斜坑1内へ固定したレール2を
敷き、その上を転倒を防ぐためのバランスウエイ
ト3のついた台車4に単管5を積んで、ウインチ
6の操作により据付場所へ搬送し、この単管5の
据付を行つていた。斜坑1の角度が45゜を超える
と、バランスウエイト3による転倒防止が困難と
なり、台車4ごと単管5が転倒してしまい、この
工法による傾斜度の限界があつた。そのため、単
管を円弧状に数分割にして据付場所の近くまで搬
送し、据付場所で組立て据付けていた。したがつ
て難工事となり、その費用は嵩ばみ、作業も危険
になり、製品の品質にも問題が残るなどの欠点が
あり、その改善が望まれていた。 Conventionally, when installing a large-diameter penstock into a diagonal shaft, if the inclination angle of the diagonal shaft is approximately 45 degrees or less, a fixed rail 2 is laid in the diagonal shaft 1 as shown in Figure 1, and the rail 2 is tipped over. The single pipe 5 was loaded onto a trolley 4 equipped with a balance weight 3 to prevent this from occurring, and transported to the installation location by operating a winch 6, where the single pipe 5 was installed. When the angle of the inclined shaft 1 exceeds 45 degrees, it becomes difficult to prevent it from overturning using the balance weight 3, and the single pipe 5 together with the trolley 4 overturns, and there is a limit to the degree of inclination that can be achieved with this construction method. For this reason, the single pipe was divided into several arc-shaped parts, transported to the vicinity of the installation site, and assembled and installed at the installation site. As a result, the construction was difficult, the cost was high, the work was dangerous, and the quality of the product remained unsatisfactory, all of which had been desired to be improved.
本発明は、これら欠点を除くためなされたもの
で、その要旨とするところは、単管取込部の近傍
に設けた揺動架台を水平にし、その上に台車を載
置し、台車上に単管を取付け、単管を搬送する場
合、斜坑上部に設置したウインチ装置及びチエン
でロツクの操作により、揺動架台ごと単管を斜坑
部のレールに合せて傾斜させ、その後斜坑上部に
設けたウインチ装置を操作して、単管を所定の据
付位置へ搬送して据付けるものである。これによ
り、従来のように、斜坑の角度が45゜より大きい
場合でも台車が転倒することなく、安全かつ確実
にまた、容易に据付けることができるものであ
る。 The present invention has been made to eliminate these drawbacks, and its gist is to level a swing frame provided near the single pipe intake section, place a trolley on it, and When installing a single pipe and transporting the single pipe, the single pipe is tilted along with the swinging frame to match the rail of the slope by operating a lock with a winch device and chain installed at the top of the slope, and then installed at the top of the slope. A winch device is operated to transport and install a single pipe to a predetermined installation position. This makes it possible to safely, reliably, and easily install the cart without overturning it even if the angle of the inclined shaft is greater than 45 degrees, unlike in the past.
以下本発明の構成を図面に示す一実施例により
説明する。第2図は、本発明の工法における最初
の状態を示す全体の断面図、第3図〜第7図は各
工程を示す断面図である。 The configuration of the present invention will be explained below with reference to an embodiment shown in the drawings. FIG. 2 is an overall sectional view showing the initial state in the construction method of the present invention, and FIGS. 3 to 7 are sectional views showing each step.
斜坑11内に敷設した傾斜レール12の上端
に、レールを兼ねた揺動架台13の一端をピン1
4により揺動自在にピン結合する。揺動架台13
は、架台受15の上に置き水平に保つておく。揺
動架台13上にはレールを設け、その上に台車1
6を載置する。台車16は揺動架台13の他端へ
静止ピン17により結合され、台車16の動きを
止めている。台車16上へ単管18を載置し、固
定する。管取込部19に揚重装置20を配設し、
その一端を単管8の上部に取付ける。ここで揚重
装置20は例えばチエンブロツクで構成される。
上部坑内水平部に設けた例えば2台のウインチ装
置21,21の索体22,22を滑車23,23
を介して例えば単管18の上下部に連結し、前記
ウインチ装置21,21により単管8を吊ること
ができる状態にしておく。第3図はこの状態を示
している。 One end of the swing frame 13, which also serves as a rail, is attached to the upper end of the inclined rail 12 installed in the inclined shaft 11 with a pin 1.
4, it is pin-coupled so that it can swing freely. Swing frame 13
is placed on the pedestal support 15 and kept horizontal. A rail is provided on the swing frame 13, and the trolley 1 is mounted on the rail.
Place 6. The truck 16 is connected to the other end of the swing frame 13 by a stationary pin 17 to stop the truck 16 from moving. The single pipe 18 is placed on the trolley 16 and fixed. A lifting device 20 is arranged in the pipe intake part 19,
One end thereof is attached to the upper part of the single pipe 8. Here, the lifting device 20 is composed of, for example, a chain block.
For example, the rope bodies 22, 22 of two winch devices 21, 21 installed in the horizontal part of the upper mine are connected to pulleys 23, 23.
For example, they are connected to the upper and lower parts of the single pipe 18 via the winch devices 21, 21, so that the single pipe 8 can be suspended. FIG. 3 shows this state.
この状態から、揚重装置20により単管18を
引張り、ピン14を中心にして揺動架台13及び
台車16ごと傾斜させる。この傾斜に合せてウイ
ンチ装置21,21も操作し、単管18の傾きを
調節する。単管18の傾斜がある限度を越える
と、単管18はウインチ装置21,21の操作だ
けで調節できるようになる。第4図はこの状態を
示す。ここで揚重装置20を外し、ウインチ装置
21,21を操作して単管18が斜坑11に沿う
角度、すなわち傾斜レール12と揺動架台13上
のレールが一直線になるところまで単管18を傾
斜させた後、揺動架台13の他端と坑内水平部と
の間に受具24を介装して、揺動架台13をその
状態で維持できるよう支持する。第5図はこの状
態を示す。 From this state, the single pipe 18 is pulled by the lifting device 20, and the swing frame 13 and the carriage 16 are tilted about the pin 14. The winch devices 21, 21 are also operated in accordance with this inclination to adjust the inclination of the single pipe 18. If the inclination of the single tube 18 exceeds a certain limit, the single tube 18 can be adjusted only by operating the winch devices 21, 21. FIG. 4 shows this state. At this point, remove the lifting device 20 and operate the winch devices 21 and 21 to lift the single pipe 18 at an angle along the inclined shaft 11, that is, until the inclined rail 12 and the rail on the swing frame 13 are in a straight line. After tilting, a receiver 24 is interposed between the other end of the swinging platform 13 and the horizontal part of the mine to support the swinging platform 13 so that it can be maintained in that state. FIG. 5 shows this state.
次に、ウインチ装置21,21の操作により単
管18を少し引き上げ、ウインチ装置21,21
で単管18の重量を支えておいて、静止ピン17
を抜き取る。これで台車16は揺動架台13から
切り放され、揺動架台13のレール及び傾斜レー
ル12上を走行可能となる。そして、ウインチ装
置21,21の操作により台車16を斜坑内奥部
の所定の位置まで搬送する。 Next, by operating the winch devices 21, 21, the single pipe 18 is pulled up a little, and the winch devices 21, 21
Support the weight of the single tube 18 with the stationary pin 17.
pull out. The cart 16 is now separated from the swing frame 13 and can run on the rails of the swing frame 13 and the inclined rails 12. Then, by operating the winch devices 21, 21, the cart 16 is transported to a predetermined position deep inside the inclined shaft.
斜坑11の傾斜が水平又は水平に近いところで
ウインチ装置21,21をゆるめ、又は外し、新
たな揚重装置25〜28を操作して単管18を横
引きする。すなわち、揚重装置25,26をゆる
め、揚重装置27,28で引張ることにより所定
の位置へ単管18を搬送し据付ける。第6図はこ
の状態を示す。 When the slope of the inclined shaft 11 is horizontal or nearly horizontal, the winch devices 21 and 21 are loosened or removed, and new lifting devices 25 to 28 are operated to horizontally pull the single pipe 18. That is, by loosening the lifting devices 25 and 26 and pulling the single pipe 18 with the lifting devices 27 and 28, the single pipe 18 is transported and installed at a predetermined position. FIG. 6 shows this state.
このように、逐次単管18を搬送して据付ける
ことにより、第7図に示すように、急傾斜の斜坑
内へ水圧鉄管29を据付けるものである。 By sequentially transporting and installing the single pipes 18 in this manner, the penstock 29 is installed in the steeply inclined shaft, as shown in FIG.
本発明の工法は、以上のごとく構成するので、
従来では不可能であつた傾斜角度の大きい斜坑内
にあつても、台車を揺動架台に静止ピンで固定さ
せることで簡単に単管を水平状態に姿勢変更でき
るので、単管の姿勢設定作業を安全かつ容易に行
なえる。 Since the construction method of the present invention is configured as described above,
Even in inclined shafts with large inclination angles, which was impossible in the past, the single pipe can be easily changed to a horizontal position by fixing the trolley to the swing frame with stationary pins, making it easier to set the position of the single pipe. can be done safely and easily.
また、揺動架台を起して単管を斜めにしても、
ウインチ装置で単管を吊つているので、従来のよ
うに単管が転倒することはなく安全である。しか
も、ウインチ操作により確実に、また、従来のよ
うに単管を分割することもなく、単管の状態で搬
送でき、従来では不可能であつた、高品質で迅速
かつ安価な据付けを実施できるに至つた。 Also, even if the swinging frame is raised and the single pipe is tilted,
Since the single pipe is suspended using a winch device, the single pipe does not fall over like in the past, making it safer. In addition, the winch operation allows for reliable transport of single pipes without having to split them as in the past, allowing for high-quality, quick, and inexpensive installations that were previously impossible. It came to this.
第1図は従来の工法を示す断面図、第2図〜第
7図は本発明の工法を示す断面図である。
11…斜坑、12…傾斜レール、13…揺動架
台、14…ピン、16…台車、17…静止ピン、
18…単管、20…揚重装置、21…ウインチ装
置、24…受具。
FIG. 1 is a sectional view showing a conventional construction method, and FIGS. 2 to 7 are sectional views showing a construction method of the present invention. 11... Diagonal shaft, 12... Inclined rail, 13... Swing frame, 14... Pin, 16... Dolly, 17... Stationary pin,
18... Single pipe, 20... Lifting device, 21... Winch device, 24... Receiver.
Claims (1)
を揺動自在にピン結合して設けた揺動架台上に、
静止ピンを介して台車を載置し、更にこの台車上
に単管を載置固定し、管取込み部に配設した揚重
装置及びウインチ装置の索体の一端を単管に取付
け、揚重装置及びウインチ装置の操作により揺動
架台ごと斜坑に沿つて傾斜させ、更に受具により
揺動架台を受けて傾斜状態を保ち、次に、静止ピ
ンを抜き取り後、ウインチ装置の操作により、単
管を斜坑内奥部の所定位置へ搬送して据付け、こ
れを繰返すことを特徴とする揺動架台を使用した
水圧鉄管の据付工法。1. On a swinging platform, one end of which is connected with a pin to the upper end of a sloped rail installed in a sloped shaft, so as to be able to swing freely,
A trolley is placed via a stationary pin, a single pipe is further placed and fixed on this trolley, and one end of the rope of the lifting device and winch device arranged at the pipe intake section is attached to the single pipe, and the lifting By operating the equipment and winch device, the entire swinging frame is tilted along the inclined shaft, and the swinging frame is supported by the support to maintain the tilted state. Next, after removing the stationary pin, the single pipe is tilted by operating the winch device. A penstock installation method using a swinging platform, which involves transporting and installing the penstock to a predetermined position deep inside the shaft, and repeating this process.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP58040408A JPS59165713A (en) | 1983-03-10 | 1983-03-10 | Installation work of water pressure steel pipe using rocking holder |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP58040408A JPS59165713A (en) | 1983-03-10 | 1983-03-10 | Installation work of water pressure steel pipe using rocking holder |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS59165713A JPS59165713A (en) | 1984-09-19 |
| JPS6328167B2 true JPS6328167B2 (en) | 1988-06-07 |
Family
ID=12579832
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP58040408A Granted JPS59165713A (en) | 1983-03-10 | 1983-03-10 | Installation work of water pressure steel pipe using rocking holder |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS59165713A (en) |
-
1983
- 1983-03-10 JP JP58040408A patent/JPS59165713A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS59165713A (en) | 1984-09-19 |
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