JPS5954874A - Method of construction of installation of steel penstock in tunnel - Google Patents

Method of construction of installation of steel penstock in tunnel

Info

Publication number
JPS5954874A
JPS5954874A JP16469482A JP16469482A JPS5954874A JP S5954874 A JPS5954874 A JP S5954874A JP 16469482 A JP16469482 A JP 16469482A JP 16469482 A JP16469482 A JP 16469482A JP S5954874 A JPS5954874 A JP S5954874A
Authority
JP
Japan
Prior art keywords
penstock
pipe
rail
installation
tunnel
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
Application number
JP16469482A
Other languages
Japanese (ja)
Inventor
甲村 皖
石橋 一郎
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.)
Hitachi Zosen Corp
Original Assignee
Hitachi Zosen Corp
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 Hitachi Zosen Corp filed Critical Hitachi Zosen Corp
Priority to JP16469482A priority Critical patent/JPS5954874A/en
Publication of JPS5954874A publication Critical patent/JPS5954874A/en
Pending legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は煽道内水圧ζシ1管据付工法に関する。[Detailed description of the invention] The present invention relates to a one-pipe installation method for water pressure in a fan road.

近年、小水力発電所の開発が盛んになって来ているが、
地中にそり水圧管路が敷設される場合が多い。これは水
圧管路を地表に出すと環境の破壊を招< JIIすれが
あるからである。ところで、地中に小水力発電所I所の
水圧管路を敷設するに際しては、簀路径1〜2 nTの
小口径水圧鋼管が間道内に搬入される。この水圧鋼管の
従来り据付工法を第1図(a) (b)に哉づいて説明
する。従来の水圧鋼管据付工法は、例えば奥部はど下方
に下がる傾斜脇道(])(なお、図面上は水平に現わし
た)の床面に、隘道仄手方向に沿ってレール(2)を股
fiff、 シ、該レール(2)上に名車(3)を介し
て水圧1111管(4)(i−4・N9ぜ、自重により
走行迂搬するようになされている。このとき、台車(3
)の後端部には、坑口側に設けられたウィンチ(図外)
に巻回されIこワイヤーローブ(5)の一端が係止され
ており、水圧4ガ管(1)はぞの走行を制御されつつS
ネ道(1)内の既設管(6)” (rx lytま゛こ
:+乞ii搬され、据付けられる。しかしながら、小水
力発電所の水圧is’l管路に用いられる同道の11J
i面はもともと小さく設定されているため、GIJRI
巳方法の如く陸道(1)の床面にレール(2)を設置し
たり、そり上に台11((3)を載せたりでは、作業ス
ペースが制限されでしまい水圧鋼管(4)の据付作業τ
容易に行なえないという問題があった。
In recent years, the development of small hydropower plants has become more popular.
In many cases, penstocks are laid underground. This is because exposing the penstock to the surface could lead to environmental destruction. By the way, when laying the penstock of the small hydropower station I underground, a small-diameter hydraulic steel pipe with a diameter of 1 to 2 nT is carried into the tunnel. A conventional method of installing this penstock pipe will be explained with reference to FIGS. 1(a) and 1(b). In the conventional penstock installation method, for example, a rail (2) is installed on the floor of a sloped side street () (note that it appears horizontal on the drawing) that goes down to the bottom of the tunnel. The hydraulic 1111 pipe (4) (i-4/N9) is run on the rail (2) via the famous car (3) by its own weight. At this time, the bogie (3
) At the rear end is a winch (not shown) installed on the mine entrance side.
One end of the I-wire lobe (5) is locked, and the water pressure 4-gauge pipe (1) is controlled to move while the S
The existing pipe (6) in the road (1) will be transported and installed.However, the existing pipe (6) in the road (1) will be transported and installed.
Since the i-side is originally set small, GIJRI
Installing the rail (2) on the floor of the land road (1) or placing the platform 11 ((3) on a sled, as in the Snake method, limits the work space and makes it difficult to install the penstock pipe (4). work τ
The problem was that it was not easy to do.

本発明はこのような問題を解決することをl」的とし、
地中に水圧管路を敷設するに際し、間道の天井に開通長
手方向に沿ってモルレール用レールを設置し、該レール
に水圧鋼管を走行自在に吊るし、これを回道内所要位置
まで運搬して据付けること、営特徴とする醒道内水圧鋼
管据付工味を、蝉供。
The present invention aims to solve such problems,
When laying a penstock underground, a mole rail rail is installed on the ceiling of the driveway along the length of the opening, the penstock is hung from the rail so that it can run freely, and it is transported to the required position within the circuit. We provide the installation work of penstock pipes in the penstock, which is a feature of our operations.

することによって、その目的を達成するものであり、こ
:れに□よ□す、薩道内の作業スペーズを弘・kとるこ
とができて水圧鋼、管の据付作、業を容易に行なうこと
ができるものである。
The objective is to be achieved by doing this: To be able to take up more work space within the Satsuma road and to facilitate the installation of hydraulic steel and pipes. It is something that can be done.

以下、本発明の方法をその一実施例を示す図面に基づい
て詳細に説明する。第2図(a) (b)において: 
(7)は奥部はど下方に下がる傾斜回道である(なお、
図面上は水平に現わした)。先ず、図のよう5随道(7
)の天井(7A)、に隣道長手方向に沿ってモルレール
用し、−ル(1’l) l:を、アンカーボルト(9)
を用いて架設する。次、に=こ、のモルレール用し、−
ル(8)に小口径水用刑11 (11をフック(ロ)を
介して走行自在に吊り下げるとともに、該水圧鋼管OQ
に、坑口側に設けられたウィンチ(図外)に・巻回され
たワイヤーローブ0→の一端を係止する。なお、小口径
水圧@管OQは小口径であることがら重置が軽いので、
簡単にレール(8)に吊り下げることができる。次に、
水圧鋼管(11を回道(7)内の既設管0;ヤの位置ま
で運搬して据付ける場合は、ウィンチにより前記ワイヤ
、:、ローブQ埠を除々に繰り出し・、自重により走行
しにうとする水圧畑管OIを制わすしながら既設管(1
;すの11゛■−□ぐ手前・まで運搬する。次に、運搬
した水圧fh符0(>・と既設¥10.(との8倉、わ
せを行なつ°CC接作作業行なうことになるのであるが
、□予めフック(1υの縦方向の長さを、既設管Q3の
据付は高さと運搬する水圧#1管(IIの高さとが一致
する長さに設定して1s(jば、フックαρから水圧f
A 管01を取り外さなくても、容易に芯合わせを行な
うことができる。接続作業が終わると、水圧鋼管0Qか
らワイヤーローブ0シを外し、水圧mwatt周囲の埋
め込み作業を行なう。
Hereinafter, the method of the present invention will be explained in detail based on the drawings showing one embodiment thereof. In Figures 2(a) and (b):
(7) is an inclined circuit that goes downwards at the back (in addition,
(It appears horizontally on the drawing.) First, as shown in the diagram, 5 Zuido (7
) ceiling (7A), along the longitudinal direction next to the mole rail, -le (1'l) l:, anchor bolt (9)
It will be constructed using Next, for the molar rail of ni=ko, -
The small-diameter water pipe 11 (11) is hung freely on the penstock pipe (8) via the hook (b), and the penstock OQ
Then, one end of the wound wire lobe 0→ is secured to a winch (not shown) installed on the mine entrance side. In addition, since the small diameter water pressure pipe OQ has a small diameter, it is easy to stack it, so
It can be easily hung on the rail (8). next,
When transporting and installing the penstock (11) to the existing pipe (0) in the circuit (7), use a winch to gradually let out the wire (11) and allow it to run under its own weight. While controlling the hydraulic field pipe OI, the existing pipe (1
;Carry it to the front of 11゛■-□. Next, the transported water pressure fh mark 0 (>・) and the existing ¥10. The installation of the existing pipe Q3 is done by setting the length to match the height of the water pressure #1 pipe (II) to be transported, and then increasing the water pressure from the hook αρ to the water pressure f for 1 s.
A. Alignment can be easily performed without removing the tube 01. After the connection work is completed, the wire lobe 0Q is removed from the hydraulic steel pipe 0Q, and the embedding work around the water pressure mwatt is performed.

C(7)ときモルレール。用とニル(8)およびフック
Qカもともに埋め込んでしまってもよい。
C(7) when mol rail. It is also possible to embed both the cover (8) and the hook Q.

、、なお、上記実施例、においては、IJj斜聞道(傾
斜坑)の場合を例に堡ったので、水圧鋼管(Illは自
重によりフック(tillを介して走行することになる
が、水平坑の場合(J自重で走行しないので、前記ワイ
ヤーローブa→に代えてエンドレスワイヤーを用い。
,,In addition, in the above example, since the case of IJJ oblique tunnel (inclined shaft) was used as an example, the penstock pipe (Ill will run through the hook (till) due to its own weight, but the horizontal In the case of a mine (J does not run under its own weight, use an endless wire instead of the wire lobe a→).

既設W(至)の端部下方にブーりを設けて水圧鋼管θ(
)に接続したエンドレスワイヤーを該ブーりに巻回させ
、これを坑口側に設けtこウィンチで引き込むようにす
ればよい。
A boob is installed below the end of the existing W (to) and the penstock pipe θ (
) may be wound around the boar, and this may be placed on the mine entrance side and pulled in with a winch.

以上本発明の方法によれば、回道の天井にモルレール用
レールを設置し、この、しニルに水圧鋼管を吊るして運
搬するので、回道の床面にレールや台車が存在せず、回
道内の作業スで−スを広くとることができ、水圧鋼管の
据付作、業、を容易に行なうことができる。しかも水圧
鋼管:を、、陵道内所要、位置まで運搬した場合に、モ
ルレール用レールに水圧鋼管を吊るしたまま既設管と?
接続が、可聾であるので、芯合わせも容易に行なうこと
ができる。
As described above, according to the method of the present invention, the rail for the mole rail is installed on the ceiling of the circuit, and the hydraulic steel pipe is suspended from the ceiling for transportation, so there are no rails or carts on the floor of the circuit, and the A large work space can be taken up in Hokkaido, making it easy to install penstock pipes. Moreover, if the penstock pipe is transported to the required location within the road, will the penstock pipe be suspended from the mole rail and connected to the existing pipe?
Since the connection is deaf, alignment can be easily performed.

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

第1図は従来v)l!a道内水圧鋼、管据付工法、を説
明するため?図で、第1図(a)は44.の縦断面、図
、第1図(bl)は(a)の横断面図、第2図は本発明
に係る間道内水圧fi41据付工法を説明するための図
で、第2図(a)は回道の縦断面、図、、第2図(b)
は(a)の横断面図である。 (7)・・・・・・・・・回道1.(、、,7A)・・
・・・・・・・回道の天井、(8)・・・・・・・・モ
ルレール用レール、θQ・・・・・・・・・小口径水圧
4言管。 代理人 森本義弘
Figure 1 shows the conventional v)l! a To explain the Hokkaido hydraulic steel and pipe installation methods? In the figure, FIG. 1(a) is 44. Figure 1 (bl) is a cross-sectional view of (a), Figure 2 is a diagram for explaining the in-way water pressure fi41 installation method according to the present invention, and Figure 2 (a) is Vertical section of the circuit, Figure 2 (b)
is a cross-sectional view of (a). (7)・・・・・・Detour 1. (,,,7A)...
・・・・・・Circuit ceiling, (8)・・・Mole rail, θQ・・・・・・Small diameter water pressure 4-word pipe. Agent Yoshihiro Morimoto

Claims (1)

【特許請求の範囲】[Claims] 1、地中に水圧管路を敷設するに際し、間道の天井に彼
道長手方向に沿ってモルレール用レールを設置し、該レ
ールに水圧鋼管を走行自在に吊るし、これを傅道内所要
位置まで運搬して据付けることを特75畏とする間道内
水圧鋼管据付工法。
1. When laying a penstock underground, install a mole rail rail along the longitudinal direction of the penstock on the ceiling of the driveway, hang the penstock pipe from the rail so that it can run freely, and move it to the required position within the penstock. A penstock installation method that requires transport and installation.
JP16469482A 1982-09-20 1982-09-20 Method of construction of installation of steel penstock in tunnel Pending JPS5954874A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16469482A JPS5954874A (en) 1982-09-20 1982-09-20 Method of construction of installation of steel penstock in tunnel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16469482A JPS5954874A (en) 1982-09-20 1982-09-20 Method of construction of installation of steel penstock in tunnel

Publications (1)

Publication Number Publication Date
JPS5954874A true JPS5954874A (en) 1984-03-29

Family

ID=15798083

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16469482A Pending JPS5954874A (en) 1982-09-20 1982-09-20 Method of construction of installation of steel penstock in tunnel

Country Status (1)

Country Link
JP (1) JPS5954874A (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS506430B1 (en) * 1970-06-18 1975-03-13

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS506430B1 (en) * 1970-06-18 1975-03-13

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