JPS605907A - Installation work of penstock by jack-up process - Google Patents
Installation work of penstock by jack-up processInfo
- Publication number
- JPS605907A JPS605907A JP58113902A JP11390283A JPS605907A JP S605907 A JPS605907 A JP S605907A JP 58113902 A JP58113902 A JP 58113902A JP 11390283 A JP11390283 A JP 11390283A JP S605907 A JPS605907 A JP S605907A
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- jack
- work
- inclined shaft
- penstock
- 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、ジヤツキアップによる水圧鉄管の据付工法に
関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for installing a penstock by jacking up.
従来、比較的小口径の水圧鉄管を長い斜坑内に据付ける
方法として審訃第1図に示すように、据付ける鉄管より
相当大きい内径の斜坑(1)を掘削し、その中へレール
(2)、を敷設し、斜坑(1)上部に連なる坑道の水平
部に設、けた搬入口(3)から据付ける単管5.(43
)を搬入すると共に搬入台車(5)に載せ、次に上部坑
内の水平部に設置した搬入用ウィンチ(6)により搬入
台車(5)ごと単管(43)を据付位置へ運び、搬入台
車(5)を引上げ、既据付管(42)へ手溶接により接
合していた。このような作業を繰り返していたので、単
管(+1.42e 4a・・・)の接合作業場所は、据
付作業の進行とともに変化するものである。また、据付
ける鉄管(4)と斜坑(1)内面との間をある程度大き
くしないと、斜坑(1)内で管の接合作業ができない在
め、斜坑(1)の内径は大きなものとなり、罰則費用が
高くなる欠点があった。さらに据付ける鉄管(4)の内
径がある程度より小さな場合、管内作業が困難であった
り、斜坑(1)が長い場合、作業者が作業場所へ行くの
に不便であったり、作業場所が作業の進行とともに変化
するので、いつも一定の足場が確保できず、作業性に問
題があるなど、多くの欠点があり、その改善が望まれて
いた。Conventionally, as shown in Figure 1, a method of installing a relatively small-diameter penstock in a long shaft is to excavate a shaft (1) with a considerably larger inner diameter than the pipe to be installed, and then insert the rail (2) into the shaft. ), installed in the horizontal part of the tunnel connected to the upper part of the inclined shaft (1), and installed from the girder entrance (3). (43
) is carried in and placed on the carry-in trolley (5), and then the single pipe (43) is carried along with the carry-in trolley (5) to the installation position using the carry-in winch (6) installed in the horizontal part of the upper mine, and then placed on the carry-in trolley ( 5) was pulled up and connected to the already installed pipe (42) by hand welding. Since such work was repeated, the work location for joining the single pipes (+1.42e 4a...) changed as the installation work progressed. In addition, unless the distance between the iron pipe (4) to be installed and the inner surface of the inclined shaft (1) is increased to a certain extent, it will not be possible to join the pipes inside the inclined shaft (1), and the inner diameter of the inclined shaft (1) will be large, resulting in penalties. The drawback was that it was expensive. Furthermore, if the inner diameter of the iron pipe (4) to be installed is smaller than a certain level, it may be difficult to work inside the pipe, or if the inclined shaft (1) is long, it may be inconvenient for the worker to get to the work place, or the work place may be difficult to work in. Since the process changes as the process progresses, it is not always possible to secure a constant footing, and there are problems with workability.There are many drawbacks, and improvements have been desired.
そこで本発明はかかる欠点を解消したジヤツキアップに
よる水圧鉄管据付工法を提供するものであって、その特
徴とするところは、斜坑の下端に作業室を形成し、該作
業室内にジヤツキアップ設備を配設し、下部坑道から作
業室内に先頭管を搬入し、該先頭管をジヤツキアップ設
備により押上げ、下部坑道から作業室内に第1単管を搬
入すると共にその上端を先頭管の下端に接合し、次にジ
ヤツキアップ設備により第、1単管を押上げ、次に作業
室内に第2単管を搬入すると共にその上端を第1単管の
下端に接合し、次にジヤツキアップ設備により第2単管
を押上げ、同様にして第3以下の各単管を順次作業室内
に搬入すると共に単管どうしを接合かつジヤツキアップ
設備により押上げて斜坑内に水圧鉄管を配設し、その水
圧鉄管と斜坑内面との間に充填材を充填することにある
。Therefore, the present invention provides a method for installing hydraulic iron pipes by jacking up that eliminates such drawbacks, and its characteristics are that a working chamber is formed at the lower end of the inclined shaft, and jacking equipment is disposed within the working chamber. , carry the top pipe into the working chamber from the lower tunnel, push the top pipe up using jack-up equipment, carry the first single pipe into the working chamber from the lower tunnel, and join its upper end to the lower end of the leading pipe, and then The jack-up equipment pushes up the first single pipe, then the second pipe is carried into the work chamber and its upper end is joined to the lower end of the first pipe, and then the jack-up equipment pushes up the second single pipe. In the same manner, the third and subsequent single pipes are sequentially carried into the work chamber, and the single pipes are joined together and pushed up by jack-up equipment to install a penstock inside the inclined shaft, and between the penstock and the inner surface of the inclined shaft. The purpose is to fill the filler with the filler.
かかる工法をとよれば、斜坑下端部のいつも同じ作業室
で管の接合を行うので、この作業室に自動溶接機を設置
しても、その取扱いは極めて容易となり、溶接品質の向
上が期待できる。また作業空間を十分確保でき、足場も
安定しており、作業者が墜落することもなく、安全性が
向上する。斜坑の内径を据付ける鉄管の外径より少し大
きくするだけで足りるため、斜坑掘削の費用も少なくて
すむ。更に作業者が作業室まですぐ行け、作業室への機
材や副資材の搬入も便利であり、作業室の換気も作業場
所が一室であるため容易に行うことができ、環境衛生上
も好ましいなどの効果がある。According to this construction method, the pipes are always joined in the same work room at the bottom end of the inclined shaft, so even if an automatic welding machine is installed in this work room, it is extremely easy to handle and it is expected that welding quality will improve. . In addition, sufficient work space is secured and the footing is stable, preventing workers from falling, improving safety. Since it is sufficient to make the inner diameter of the inclined shaft slightly larger than the outer diameter of the iron pipe to be installed, the cost of excavating the inclined shaft can be reduced. Furthermore, it is convenient for workers to go to the work room, it is convenient to carry equipment and auxiliary materials into the work room, and the work room can be easily ventilated because the work area is in one room, which is favorable for environmental hygiene. There are effects such as
即ち本発明の工法により鉄管を据付けると、従来の方法
に比べ、溶接品質、安全性2作業性2作業環境、経済性
ともに向上する効果がある。That is, when iron pipes are installed using the construction method of the present invention, welding quality, safety, workability, work environment, and economic efficiency are improved compared to conventional methods.
以下、本発明の一実施例を第2図以下の図に基づいて説
明する。00!よ斜坑(1)の下端に形成された作業室
、0ηは該作業室α・に連通ずる下部坑道であって、底
面には搬入台車@用のレールθ→を敷設しである。a→
は上端が先すぼまりのテーパ状に形成された先頭管、σ
Gは斜坑(1)内に適当間隔ごとに配設された支持杆に
固着されたリングQISの内周面のブラケットに回転自
在に配設されたガイドローラであって、先頭管a<およ
び単管(4□、4□e43−・)のをガイドするもので
ある。0′/)は作業室OQの上部に配設された防護壁
であって、中央に先頭管σ→および単管(41142*
43・・・)の通過穴(至)を形成しである。0Iは
作業室0Qの四偶に配設されると共に両端が防護壁αη
と作業室α0の傾斜端面(10A)とにそれぞれ固着さ
れた支柱であって、互いに平行する2本のコの竿杆(1
9A)と、コの竿杆(19A)どうしをつなぐ連結板(
19B)とから構成されている。また各コの竿杆(19
A)にはその長手方向に沿って一定間隔ごとにピン穴(
イ)を形成しである。Qカは作業室αQ内に矢印(5)
■)方向移動自在に配設された押上枠であって、その四
偶には各支柱a9のコの竿杆(19A)内に嵌入する突
出部(21A)を設けである。(イ)は押上枠Q心の中
央に形成された先頭管Q4および単管(41e 42*
43・・・)の通過穴に固着されたリングであって、こ
の実施例では90’おきに切欠口(至)を形成しである
。An embodiment of the present invention will be described below with reference to FIG. 2 and subsequent figures. 00! A working chamber 0η formed at the lower end of the diagonal shaft (1) is a lower tunnel that communicates with the working chamber α, and rails θ→ for the loading cart are laid on the bottom surface. a→
is a leading pipe formed in a tapered shape with a tapered upper end, σ
G is a guide roller rotatably disposed on a bracket on the inner peripheral surface of a ring QIS fixed to support rods disposed at appropriate intervals in the inclined shaft (1). It guides the tubes (4□, 4□e43-.). 0'/) is a protective wall installed at the top of the working room OQ, with the leading pipe σ→ and the single pipe (41142*
43...) through holes are formed. 0I is arranged in the fourth row of work room 0Q, and both ends are protected by protective walls αη.
and the inclined end surface (10A) of the working chamber α0, and two pole rods (10A) parallel to each other.
9A) and the connecting plate (19A) that connects the rod rod (19A).
19B). Also, each rod rod (19
A) has pin holes (
A) is formed. Q is an arrow (5) inside the work room αQ.
(2) It is a push-up frame arranged to be movable in a direction, and its four joints are provided with protrusions (21A) that fit into the rod rods (19A) of each support column a9. (A) shows the leading pipe Q4 and the single pipe (41e 42*
43...), and in this embodiment, notches are formed every 90'.
(ハ)は各切欠口(ハ)に対向してリング(ハ)の外周
面に固着されたコの字枠、(ハ)は該コの字枠(ハ)内
に矢印(C)(ハ)方向移動自在に配設された押えブロ
ックであって、その管対向面は円弧面とされ、その円弧
面には、先頭管Q4および単管(41* 42 e 4
3・・・)の外周面下部に90’おきに固着された突条
(ハ)に嵌合する溝(ロ)を形成しである。に)は各コ
の字枠(ハ)の中央に形成したねじ穴に螺合すると共に
先端が各押えブロック(ハ)に回転自在に連結されたハ
ンドル(イ)付きねじ棒、に)は各支柱θ呻のコの竿杆
(19A)内に配設された油圧シリンダであって、本体
下面に固着したピース(30は押り枠0)の各突出部(
21A)のブラケット(32)にピン連結されている。(C) is a U-shaped frame fixed to the outer peripheral surface of the ring (C) facing each notch (C), and (C) is an arrow (C) (H) inside the U-shaped frame (C). ) is a presser block that is disposed so as to be movable in the direction of
Grooves (b) are formed in the lower part of the outer circumferential surface of the parts (3...) to fit into the protrusions (c) fixed every 90'. 2) is a threaded rod with a handle (A) that is screwed into the screw hole formed in the center of each U-shaped frame (C) and whose tip is rotatably connected to each presser block (C). This is a hydraulic cylinder installed in the rod rod (19A) of the support θ, and each protrusion (30 is the push frame 0) of the piece (30 is the push frame 0) fixed to the lower surface of the main body.
21A) is connected by a pin to the bracket (32).
(83)(8■は各支柱(1町)のコの竿杆(19A)
のピン穴(イ)に挿通されるピンであって、その上方ピ
ン(33)には上記油圧シリンダに)のピストンロッド
先端の貫通穴(8のが外嵌し、下方ピン(34)には上
記突出部(21A)の貫通穴(36)が外嵌している。(83) (8■ is the rod of each pillar (1 town) (19A)
The upper pin (33) is fitted with the through hole (8) at the tip of the piston rod of the hydraulic cylinder, and the lower pin (34) is fitted with the through hole (8) of the piston rod end of the hydraulic cylinder. The through hole (36) of the protrusion (21A) is fitted onto the outside.
■力は作業室α[相]の傾斜端面(10A)に配設され
た高さ調整ジヤツキ、(イ)は作業室00の傾斜側面(
IOB)に配設された調心ジャツギである。なお、作業
室(10には自動溶接装置(図示せず)を配設しである
。■The force is determined by the height adjustment jack installed on the inclined end surface (10A) of the working chamber α [phase], and (A) is the inclined side surface (10A) of the working chamber α [phase].
It is an alignment jack installed in IOB). Note that an automatic welding device (not shown) is installed in the work room (10).
上記構成に基づいて鉄管(4)の据付手順を説明する。The installation procedure of the iron pipe (4) will be explained based on the above configuration.
まず先頭管α→を載せた搬入台車輪を下部坑道00を通
って作業室04前までもたらし、次に第10図に示すご
とくチェンブロック(41)で先頭管α→を吊上げ、第
11図に示すごとくその先頭管α→をジヤツキ(3加ト
受は渡す。次に下方ピン(財)を抜取り、′油圧シリン
ダ(至)のピストンロッドを伸長させ、押上枠ぐ◇を矢
印囚方向へ移動させる。次に下方ピン(3優をピン穴に
)および貫通穴働に挿入して押上枠に)を支柱00に固
定し、次に上方ピン(33)を抜いて油圧シリンダ(至
)のピストンロッドを縮小させ、次に上方ピン(33)
をピン穴(ホ)および貫通穴■に挿入してピストンロッ
ドを支柱0呻に連結する。かかる運動をくり返すことに
より、押上枠Qυをいわゆる尺取虫のようにして矢印(
4)方向へ移動させ、第12図のように押上枠Q1)を
突条(ホ)に対向させる。次にハンドル翰を回して各押
えブロックに)を矢印(ロ)方向へ移動させて先頭管0
4)に押付けると共に溝(2)を突条(ホ)に嵌合させ
る。次に前記と逆の動作により押上枠(ロ)を矢印の)
方向へ移動させる。次に前記と同じようにして下方坑道
0])から作業室aO内に第1単管(41)を入れ、ジ
ヤツキ(8′o(2)に受け渡す。次に第18図に示す
ごとく調心ジヤツキ(88)を作動させて第1単%1
(4)を先頭管α→に対し同心状にし、高さ調整ジヤツ
キ(3つにより第1単管(41)を持上げてその上端を
先頭管α→の下端に当接させる。次に自動だ接装置によ
り先頭管(L→と第1単管(41)との当接部を溶接す
る。First, the carrying platform wheel carrying the leading pipe α→ is brought through the lower tunnel 00 to the front of the working room 04, and then the leading pipe α→ is lifted up with a chain block (41) as shown in Fig. As shown, jack the leading pipe α→ (pass the third support). Next, remove the lower pin (goods), extend the piston rod of the hydraulic cylinder (to), and move the push-up frame ◇ in the direction of the arrow. Next, fix the lower pin (3 pins into the pin hole) and the through hole (inserted into the push-up frame) to the column 00, then remove the upper pin (33) and attach the piston of the hydraulic cylinder (to). Reduce the rod and then the upper pin (33)
Insert into the pin hole (E) and through hole (2) to connect the piston rod to the support column 0. By repeating this movement, the push-up frame Qυ is shaped like an inchworm and shaped like an arrow (
4) so that the push-up frame Q1) faces the protrusion (E) as shown in FIG. Next, turn the handle to move the presser block) to each presser block in the direction of the arrow (b), and
4) and fit the groove (2) into the protrusion (E). Next, move the push-up frame (b) in the direction of the arrow by reversing the above action.
move in the direction. Next, in the same manner as above, put the first single pipe (41) into the working chamber aO from the lower tunnel 0]) and deliver it to the jack (8'o (2)).Next, as shown in Fig. 18, Activate Shinjatsuki (88) and get 1st unit %1
(4) concentrically with the leading pipe α→, lift the first single pipe (41) using the three height adjustment jacks and bring its upper end into contact with the lower end of the leading pipe α→.Next, the automatic A welding device welds the contact portion between the leading pipe (L→) and the first single pipe (41).
次にハンドル翰を逆回転させて各ブロック(ハ)を先頭
管α→から離間させる。次に押上枠121>を矢印い)
方向へ移動させ、各ブロック(2)を第1単管(4,)
に当接させると共に溝(イ)を突条(ホ)に嵌合させる
。次に押上枠←ηを矢印(ロ)方向へ移動させて第14
図に示すごとく先頭管ぐ→を斜坑(1)内に挿入する。Next, rotate the handle in the opposite direction to separate each block (c) from the leading pipe α→. Next, press the push-up frame 121> with the arrow)
direction and move each block (2) to the first tube (4,)
At the same time, the groove (A) is fitted into the protrusion (E). Next, move the push-up frame ←η in the direction of the arrow (b) and
Insert the leading pipe → into the inclined shaft (1) as shown in the figure.
次に第2単管(42)を上記と同じようにして第1単管
(41)に溶接し、先頭管ぐるおよび第1.第2の単管
(4X4□)を押上げる。以上の動作をくり返すことに
より斜坑(1)内に鉄管(4)を配設し、次に斜坑(1
)の下端と鉄管(4)との間の空間(ハ)を仕切板(至
)により仕切り、上記空間(イ)内にコンクリートまた
はモルタルを充填すれば据付作業が完了する。Next, the second single pipe (42) is welded to the first single pipe (41) in the same manner as above, and the first single pipe and the first single pipe are welded together. Push up the second single tube (4X4□). By repeating the above operations, the iron pipe (4) is placed in the inclined shaft (1), and then the iron pipe (4) is placed inside the inclined shaft (1).
) The space (c) between the lower end of the pipe (4) and the iron pipe (4) is partitioned by a partition plate (to), and the installation work is completed by filling the space (a) with concrete or mortar.
以上述べたごとく本発明によれば、斜坑下端部のいつも
同じ作業室で管の接合を行うので、この作業室に自動溶
接機を設置しても、その取扱いは極めて容易となり、溶
接品質の向上が期待できる。As described above, according to the present invention, pipes are always joined in the same working room at the lower end of the inclined shaft, so even if an automatic welding machine is installed in this working room, it is extremely easy to handle, and welding quality is improved. can be expected.
また作業空間を十分確保でき、足場も安定しており、作
業者が墜落することもなく、安全性が向上する。斜坑の
内径を据付ける鉄管の外径より少し大きくするだけで足
りるため、斜坑掘削の費用も少なくてすむ。更に作業者
が作業室まですぐ行け、作業室への機材や副資材の搬入
も便利であり、作業室の換気も作業場所が一定であるた
め容易に行うことができ、環境衛生上も好ましいなどの
効果がある。即ち本発明の工法により鉄管を据付けると
、従来の方法に比べ、溶接品質、安全性2作業性2作業
環境、経済性ともに向上する効果がある。In addition, sufficient work space is secured and the footing is stable, preventing workers from falling, improving safety. Since it is sufficient to make the inner diameter of the inclined shaft slightly larger than the outer diameter of the iron pipe to be installed, the cost of excavating the inclined shaft can be reduced. Furthermore, it is convenient for workers to go to the work room, it is convenient to carry equipment and auxiliary materials into the work room, and ventilation in the work room is easy because the work area is fixed, which is good for environmental hygiene. There is an effect. That is, when iron pipes are installed using the construction method of the present invention, welding quality, safety, workability, work environment, and economic efficiency are improved compared to conventional methods.
第1図は従来例を示す縦断面図、第2図以下の図は本発
明の一実施例を示すものであって、第2図は縦断面図、
第8図は作業室の縦断面図、第4図は要部の縦断面図、
第5図は第8図のV−■矢視図、第6図は第8図の■−
■矢視図、第7図は第6図の■−■矢視図、第8図はテ
ーパ管部分の縦断面図、第9図は第2図のIX−[矢視
図、第10〜第14図は鉄管据付手順を示す縦断面図で
ある。
(1)・−・斜坑、(4)・・・鉄管、(40,42*
43・・・)・・・単管、θ0・・・作業室、αゆ・
・・先頭管、00・・・支柱、ぐ0・・・押上枠(ジヤ
ツキアップ設備)、(ハ)・・・押えブロック、(7)
・・・油圧シリンダ、(財)(財)・・−ピン、(8)
・・・高さ調整ジヤツキ、(3の・・・調心ジヤツキ
代理人・森本義弘FIG. 1 is a longitudinal cross-sectional view showing a conventional example, FIG. 2 and the following figures show an embodiment of the present invention.
Figure 8 is a longitudinal sectional view of the working room, Figure 4 is a longitudinal sectional view of the main parts,
Figure 5 is a view from the V-■ arrow in Figure 8, and Figure 6 is a view from ■- in Figure 8.
7 is a view in the direction of the ■-■ arrow in FIG. FIG. 14 is a longitudinal sectional view showing the iron pipe installation procedure. (1)...Slanted shaft, (4)...Iron pipe, (40,42*
43...)...Single pipe, θ0...Working chamber, αyu...
...Top pipe, 00... Support, G0... Push-up frame (jacket up equipment), (C)... Presser block, (7)
...Hydraulic cylinder, (Foundation) (Foundation)...-Pin, (8)
・・・Height adjustment jack, (No. 3...Alignment jack agent Yoshihiro Morimoto
Claims (1)
キアップ設備を配設し、下部坑道から作業室内に先頭管
を搬入し、該先頭管をジヤツキアップ設備により押上げ
、下部坑道から作業室内に第1単管を搬入すると共にそ
の上端を先頭管の下端に接合し、次にジヤツキアップ設
備により第1単管を押上げ、次に作業室内に第2単管を
搬入すると共にその上端を第1単管の下端に接合し、次
にジヤツキアップ設備により第2単管を押上げ、同様に
して第8以下の各単管を順次作業室内に搬入すると共に
単管どうしを接合かつジヤツキアップ設備により押上げ
て斜坑内に水圧鉄管、を配設し、そ、の水圧鉄管と斜坑
内面との間に充填材を充填することを特徴とする゛ジヤ
ツキアップによる水圧鉄管据付工法。1. Form a working chamber at the lower end of the inclined shaft, install jacking equipment in the working chamber, carry the leading pipe into the working chamber from the lower tunnel, push the leading pipe up with the jacking equipment, and lift it from the lower shaft into the working room. The first single pipe is carried into the work chamber, and its upper end is joined to the lower end of the leading pipe. Next, the first single pipe is pushed up using jack-up equipment. Next, the second single pipe is carried into the work chamber, and its upper end is joined to the lower end of the leading pipe. The lower end of the first single pipe is joined, and then the second single pipe is pushed up using the jack-up equipment, and in the same way, each of the eighth and subsequent single pipes is sequentially carried into the work chamber, and the single pipes are joined together and pushed up using the jack-up equipment. A penstock installation method using jack-up, which is characterized in that a penstock is raised and placed in the inclined shaft, and filler is filled between the penstock and the inner surface of the inclined shaft.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP58113902A JPS605907A (en) | 1983-06-23 | 1983-06-23 | Installation work of penstock by jack-up process |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP58113902A JPS605907A (en) | 1983-06-23 | 1983-06-23 | Installation work of penstock by jack-up process |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS605907A true JPS605907A (en) | 1985-01-12 |
JPS6328171B2 JPS6328171B2 (en) | 1988-06-07 |
Family
ID=14624022
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP58113902A Granted JPS605907A (en) | 1983-06-23 | 1983-06-23 | Installation work of penstock by jack-up process |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS605907A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2010048887A1 (en) * | 2008-10-28 | 2010-05-06 | 成都阿朗科技有限责任公司 | Speedy construction method for penstock of large scale hydraulic turbine |
-
1983
- 1983-06-23 JP JP58113902A patent/JPS605907A/en active Granted
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2010048887A1 (en) * | 2008-10-28 | 2010-05-06 | 成都阿朗科技有限责任公司 | Speedy construction method for penstock of large scale hydraulic turbine |
US8690479B2 (en) | 2008-10-28 | 2014-04-08 | Chengdu Alangtech Co., Ltd. | Speedy construction method for penstock of large scale hydraulic turbine |
Also Published As
Publication number | Publication date |
---|---|
JPS6328171B2 (en) | 1988-06-07 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
KR101014779B1 (en) | Construction method by concrete lining in parallel with excavation, working platform for reinforcement and waterproofing work and lining form for pouring lining concrete | |
CN101545376A (en) | Execution method for feeding tiny tunnel into ultra heavy section tunnel transversally | |
JPH08199992A (en) | Device for assembling and arranging reinforcing bar | |
JP2019094732A (en) | Mobile device and movement method of existing structure | |
CN101555798B (en) | Reverse puncher and method for using the puncher for implementing PBA side pile construction | |
JPS605907A (en) | Installation work of penstock by jack-up process | |
JP6993293B2 (en) | How to reinforce existing structures in the ground | |
JP3356048B2 (en) | Construction method of elevated structure using building girder | |
JP2006097440A (en) | Pile column built-up device | |
CN204040042U (en) | A kind of super large ultra-deep support with manually dug piles structure | |
JP2000265777A (en) | Transferable stage for repairing tunnel and tunnel repair method using the same | |
JP4776480B2 (en) | Invert concrete weir device | |
JP2020037807A (en) | Center rail delivery system and center | |
US4050255A (en) | Methods of shifting heavy and/or loaded structures | |
JP3034092B2 (en) | Tunnel support construction equipment | |
JP5865760B2 (en) | Steel pipe press-fitting device moving device and steel pipe press-fitting device installation method | |
JPH11229751A (en) | Widening device for existing tunnel | |
CN216342129U (en) | Connecting channel pipe jacking construction system | |
JPS605906A (en) | Installation work of penstock by jack-up process | |
KR20210051326A (en) | Batch down wall demolition method | |
KR101717769B1 (en) | Apparatus for assisting installation of electrical cable in a underground tunnel | |
JP3357654B2 (en) | Gantry used for tunnel excavation method | |
JP7584314B2 (en) | Widening segment placement device and widening segment assembly method | |
JP2020108271A (en) | Tool for and method of joining division type electric poles | |
US1948114A (en) | Method of building and construction for underground railroads |