JP3244927B2 - Penstock pipe roundness holding device - Google Patents

Penstock pipe roundness holding device

Info

Publication number
JP3244927B2
JP3244927B2 JP05046794A JP5046794A JP3244927B2 JP 3244927 B2 JP3244927 B2 JP 3244927B2 JP 05046794 A JP05046794 A JP 05046794A JP 5046794 A JP5046794 A JP 5046794A JP 3244927 B2 JP3244927 B2 JP 3244927B2
Authority
JP
Japan
Prior art keywords
penstock
carry
holding device
carriage
holder
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 - Fee Related
Application number
JP05046794A
Other languages
Japanese (ja)
Other versions
JPH07260043A (en
Inventor
博正 亀井
藤田  憲
明彦 木村
博司 下山
俊三 岡部
勝 小笠
良一 辰巳
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 JP05046794A priority Critical patent/JP3244927B2/en
Publication of JPH07260043A publication Critical patent/JPH07260043A/en
Application granted granted Critical
Publication of JP3244927B2 publication Critical patent/JP3244927B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Lining And Supports For Tunnels (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)

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、水力発電所又は貯水ダ
ムの導水管等として使用される、水圧鉄管の現地据付作
業に使用される水圧鉄管真円保持装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a penstock-circularity holding device used for on-site installation of a penstock, which is used as a conduit for a hydroelectric power plant or a water storage dam.

【0002】[0002]

【従来の技術】水力発電所の取水管等に使用される水圧
鉄管は、板厚22〜50m/mの鋼板で、直径4〜7
m、管長9〜12m程度の大きさの水圧鉄管に製作さ
れ、製作した水圧鉄管を横倒しにして、搬入台車に搭載
して、水圧鉄管を通す岩盤に穿設された水平面と約50
°程度の傾斜にされた坑道に搬入し、最下部位置から順
次上方へ継ぎ足し、組立てることで形成している。
2. Description of the Related Art A penstock used for an intake pipe of a hydroelectric power plant is a steel plate having a thickness of 22 to 50 m / m and a diameter of 4 to 7 m / m.
m, made into a penstock with a length of about 9 to 12 m. The produced penstock is turned sideways, mounted on a carry-in car, and has a horizontal plane of about 50 mm
It is transported into a tunnel that is inclined at an angle of about °, and it is formed by assembling and assembling sequentially upward from the lowest position.

【0003】従って、搬入台車に搭載した水圧鉄管は、
自重で直径方向に、150〜400m/m程度のたわみ
が生じたままの状態で坑道へ搬入され、下方の既設水圧
鉄管上端面に、搬入した水圧鉄管の下端面を合せながら
仮付溶接していく作業が行われている。
[0003] Therefore, the penstock mounted on the loading carriage is
It is carried into the tunnel with its deflection of about 150 to 400 m / m in the diameter direction due to its own weight, and is temporarily welded to the upper end face of the existing penstock below while aligning the lower end face of the introduced penstock. Work is being done.

【0004】また、搬入台車に搭載された水圧鉄管は、
50°にもなる傾斜部を通って搬入される時には、その
長さ方向にもたわみが生じる。この、たわんだ状態で坑
道へ搬入され、既設水圧鉄管の上端部との仮付溶接作業
を行なうためには、水圧鉄管外面と岩盤までの間隔が6
00mm以上になるように坑道を掘削して、搬入スペース
および作業スペースを確保する必要があるが、最近で
は、岩盤掘削工数と、その間隔をセメントで埋める費用
低減のため、間隔を300mmに狭くすることが要求され
ている。このため、従来の、たわみの生じたままの水圧
鉄管を搬入し、仮付溶接時に搬入した水圧鉄管を真円状
態にして、岩盤内へ据付ける方法では、作業が困難とな
り、また、搬入時又は仮溶接時、水圧鉄管を真円状態に
保持できたとしても、真円を保持するための装置を、作
業終了后坑道からどのようにして搬出するかも問題とな
っている。
[0004] The penstock mounted on the loading carriage is
When it is conveyed through a slope of as much as 50 °, it also bends in its longitudinal direction. In order to carry this work into the tunnel in a deflected state and perform temporary welding with the upper end of the existing penstock, the distance between the outside surface of the penstock and the bedrock must be six.
It is necessary to excavate the tunnel so that it becomes 00 mm or more to secure the carrying space and the working space. Recently, the space has been narrowed to 300 mm in order to reduce the man-hour for rock excavation and the cost of filling the space with cement. Is required. For this reason, the conventional method of carrying in a penstock with warping occurring, making the penstock brought in at the time of tack welding in a perfect circular state, and installing it in the rock becomes difficult, Or, even if the penstock can be maintained in a perfect circle state during the temporary welding, how to carry out the device for maintaining the perfect circle from the tunnel after the work is also a problem.

【0005】[0005]

【発明が解決しようとする課題】本発明は、上述のよう
に、岩盤内へ敷設する水圧鉄管の外面と岩盤との間隔を
小さくして、岩盤へ穿設された坑道内に、水圧鉄管を搬
入し、既設水圧鉄管との仮付溶接作業を行うため、搬入
時および仮付溶接作業時、水圧鉄管の横断面形状を真円
状態に保持することができ、さらに、仮付溶接作業終了
后には、坑道から容易に撤去できる水圧鉄管真円保持装
置を提供することを課題とする。
SUMMARY OF THE INVENTION As described above, according to the present invention, the distance between the outer surface of a penstock laid in rock and the bedrock is reduced, and the penstock is drilled in a tunnel pierced into the bedrock. The cross-sectional shape of the penstock can be maintained in a perfect circular shape at the time of carrying in and tacking welding work because it is carried in and tack welded with the existing penstock, and after completion of tack welding work It is an object of the present invention to provide a penstock true round holding device which can be easily removed from a mine tunnel.

【0006】[0006]

【課題を解決するための手段】このため、本発明の水圧
鉄管真円保持装置は次の手段とした。 (1)搬入水圧鉄管を敷設する岩盤内に穿設された坑道
内を走行でき、横臥させた搬入水圧鉄管を搭載して、敷
設する既設水圧鉄管の後方位置まで移送する搬入台車を
設けた。この場合、搬入台車を走行させる軌道を坑道内
に敷設して、その上を走行するようにしても良い。 (2)坑道内を走行するための走行駆動装置を具えると
ともに、前端に搬入台車の後端と連結できる連結装置を
具える運搬台車を設けた。搬入台車と同様運搬台車も軌
道上を走行させるようにしてもよい。 (3)運搬台車上に載置されるとともに、運搬台車を、
搬入水圧鉄管を搭載した搬入台車と連結したとき、運搬
台車との連結を解除して、搬入台車上の搬入水圧鉄管の
内周面上を軸方向に走行し、所定の位置で横臥した搬入
水圧鉄管の内周面上部を含む複数個所を内部より押圧し
て、搬入水圧鉄管の横断面形状を略真円にして、その形
状を保持する真円保持具を設けた。
For this reason, the penstock true roundness holding device of the present invention has the following means. (1) A carry-in vehicle that can travel in a tunnel pierced in the rock where the incoming penstock is to be laid, mounts the incoming penstock that is lying down, and transfers it to a position behind the existing penstock to be laid is provided. In this case, a track for moving the carry-in truck may be laid in the tunnel and run on the track. (2) A transport vehicle equipped with a traveling drive device for traveling in a mine tunnel and a connecting device capable of connecting to a rear end of the carry-in vehicle is provided at a front end. Like the carry-in vehicle, the carrier vehicle may be made to travel on the track. (3) While being placed on the transport trolley, the transport trolley is
When connected to the carry-in carriage equipped with the carry-in penstock, the connection with the carriage is released, and the carry-in pressure that travels in the axial direction on the inner peripheral surface of the carry-in penstock on the carry-in carriage and lays down at a predetermined position. A plurality of locations including the upper part of the inner peripheral surface of the iron pipe were pressed from the inside to make the cross-sectional shape of the incoming penstock substantially circular, and a perfect circular holder for maintaining the shape was provided.

【0007】[0007]

【作用】搬入台車上に搬入水圧鉄管を搭載した後、真円
保持具を連結し、搭載した運搬台車の先端と、搬入台車
の後端とを連結する。次いで、運搬台車と真円保持具と
の連結を解き、真円保持具を搬入水圧鉄管内の所定の位
置まで軸方向に移動させる。
After the loading penstock has been mounted on the loading truck, the circular holder is connected, and the leading end of the loaded transport truck and the rear end of the loading truck are connected. Next, the connection between the carriage and the perfect circle holder is released, and the perfect circle holder is moved in the axial direction to a predetermined position in the penstock.

【0008】真円保持具が、搬入水圧鉄管に略真円を形
成させる位置まで到達したら、内部から搬入水圧鉄管の
内周面を押圧する。この押圧位置は、重力の影響により
最も変形が大きくなる内周面の上方を含む複数個所とす
る。搬入水圧鉄管はこの状態で、仮付溶接作業を行う既
設水圧鉄管の後方まで移送され、搬入水圧鉄管の先端と
既設水圧鉄管の後端が仮付溶接される。次いで、真円保
持具は搬入水圧鉄管の内周面の押圧を止め、運搬台車上
へ移動させられ、運搬台車に連結され、運搬台車に設け
た走行駆動装置により、運搬台車、および搬入水圧鉄管
を仮付溶接位置に残置して空になった搬入台車ととも
に、坑道外へ撤去される。
When the perfect circle holder reaches a position at which the carried penstock has a substantially perfect circle, it presses the inner peripheral surface of the carried penstock from inside. The pressing positions are a plurality of positions including the upper part of the inner peripheral surface where the deformation is the largest due to the influence of gravity. In this state, the incoming penstock is transferred to the rear of the existing penstock for performing tack welding work, and the front end of the penstock and the rear end of the existing penstock are tack-welded. Next, the perfect circle holder stops pressing the inner peripheral surface of the incoming penstock, is moved onto the carrier, is connected to the carrier, and is driven by the traveling drive device provided on the carrier, and the carrier and the penstock are carried. Is removed from the mine pit together with the empty loading carriage leaving the temporary welding position.

【0009】[0009]

【実施例】以下、本発明の水圧鉄管真円保持装置を、図
面にもとづき説明する。図1〜図4は、本発明の水圧鉄
管真円保持装置の一実施例を示す側面図で、図1は仮組
立場で、搬入水圧鉄管1を積込んだ搬入台車5に、真円
保持具8を搭載した運搬台車6が近づく状況を示し、図
2は、真円保持具8で搬入水圧鉄管1をほぼ真円に保っ
た状態で、既設水圧鉄管2の後方まで、図示しない大型
ウインチに巻回された、走行駆動装置としての大型ウイ
ンチ用ロープ9で下降させていく状況を示し、図3は既
設水圧鉄管2と搬入水圧鉄管1との仮付溶接後、真円保
持具8の傾斜用シリンダ15を縮め、上方押付シリンダ
12を倒して重心を低くした後、移動装置としてのウイ
ンチ10に、ロープ11を巻付けることで真円保持具8
を運搬台車6の固定具7に収納した状況を示し、図4
は、図示していないサポート棒を岩盤3に打込んで、仮
付溶接した搬入水圧鉄管1を固定後、搬入台車5が搬入
水圧鉄管1の支えを解除し、大型ウインチ用ロープ9を
巻取ることで運搬台車6、搬入台車5および真円保持具
8を仮組立場へと搬出する状況を示す。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view of a hydraulic penstock holding device according to the present invention. 1 to 4 are side views showing one embodiment of a penstock true-circle holding device of the present invention. FIG. 1 is a temporary assembling site, in which a carry-in cart 5 loaded with a carry-in penstock 1 holds a perfect circle. FIG. 2 shows a situation in which the carriage 6 on which the tool 8 is mounted approaches, and FIG. 2 shows a large winch (not shown) up to the rear of the existing penstock 2 with the carried-in penstock 1 kept in a substantially perfect circle by the perfect-circle holder 8. FIG. 3 shows a state in which the lowering is carried out by a large winch rope 9 as a traveling drive device wound around the pipe, and FIG. After the tilting cylinder 15 is contracted and the upper pressing cylinder 12 is depressed to lower the center of gravity, the rope 11 is wound around the winch 10 as a moving device, so that the perfect circle holder 8 is formed.
FIG. 4 shows a state in which is stored in the fixture 7 of the carriage 6.
After the support rod (not shown) is driven into the rock 3 to fix the tack-welded carry-in penstock 1, the carry-in truck 5 releases the support of the carry-in penstock 1 and winds the large winch rope 9. This shows a situation in which the transport trolley 6, the carry-in trolley 5, and the perfect circle holder 8 are carried out to the temporary assembly site.

【0010】また、図5から図7は図2の矢視A−A断
面を示し、真円保持具8の作用によって、搬入水圧鉄管
1がほぼ真円状態になる様子を示したものである。
FIGS. 5 to 7 show cross sections taken along the line AA of FIG. 2, and show how the carried-in penstock 1 is brought into a substantially perfect circular state by the action of the perfect circular holder 8. .

【0011】これらの図において、搬入台車5は、搬入
水圧鉄管1をレール4の曲線部軌道から脱線しないよう
に2台の台車を連結して構成されている。また、運搬台
車6の前端とも連結装置17によって連結できる構造に
なっている。運搬台車6上に設けられた、固定具7は真
円保持具8の枠組がはまり込む構造となっており、運搬
台車6に設けられた移動装置としてのウインチ10で引
張られた状態で、固定具7のコの字型部に真円保持具8
の枠組みがはまると真円保持具8がしっかりと固定され
る。この状態で、運搬台車6と搬入台車5が連結装置1
7によって連結されると、真円保持具8の一部は搬入水
圧鉄管内に入った状態となる。また、運搬台車6の重量
はこのように片持支持された真円保持具8を支えるだけ
の十分な重量を保持している。
In these figures, the carry-in truck 5 is constructed by connecting two carriages so that the carry-in penstock 1 is not derailed from the curved track of the rail 4. Further, the structure is such that the front end of the transport vehicle 6 can be connected by the connecting device 17. The fixing tool 7 provided on the transport trolley 6 has a structure in which the framework of the perfect circular holder 8 is fitted, and is fixed in a state where it is pulled by a winch 10 as a moving device provided on the transport trolley 6. A circle holder 8 in the U-shaped part of the tool 7
Is fitted, the perfect circle holder 8 is firmly fixed. In this state, the transporting trolley 6 and the loading trolley 5 are connected to the connecting device 1.
When connected by 7, a part of the perfect circle holder 8 is in a state of being carried into the penstock. In addition, the weight of the carriage 6 is sufficient to support the cantilever-supported perfect circular holder 8.

【0012】真円保持具8は、搬入水圧鉄管1の横断面
を3方向で押すことで真円にするもので、12時、5
時、7時の位置で組立てたシリンダを、搬入水圧鉄管1
の軸方向に2〜3m間隔をおいた2連式で構成されてい
る。これによって、運搬台車6が岩盤3内に穿設された
傾斜が50°に達する坑道18を走行する場合でも、真
円保持具8を搬入水圧鉄管1の軸方向に正しく保持でき
る。
[0012] circularity holder 8 is for a true circle by pressing the cross-section of the carrying penstock 1 in three directions, 12 o'clock, 5
When the cylinder assembled at 7 o'clock position is
Are arranged in a two-row system with an interval of 2 to 3 m in the axial direction. Thereby, even when the transporting trolley 6 runs on the tunnel 18 formed in the rock 3 and having an inclination of 50 °, the perfect circular holder 8 can be correctly held in the axial direction of the incoming penstock 1.

【0013】また、シリンダのうち時計の12時部位、
すなわち、搬入水圧鉄管1の内周面上方を押す上方押付
シリンダ12は連結用リンク16で連結し、その上、傾
斜用シリンダ15によって、走行時は傾けて重心を低く
でき、これにより、搬出入時も安定させることができ
る。
[0013] Further, a 12 o'clock portion of the clock in the cylinder,
That is, the upper pressing cylinder 12 that presses the upper part of the inner peripheral surface of the incoming penstock 1 is connected by the connecting link 16, and the tilting cylinder 15 can be tilted during running to lower the center of gravity. Time can be stabilized.

【0014】また、下方押付シリンダ14は、運搬時に
は浮かせて、隣接して設けた車輪13を搬入水圧鉄管1
内面に接して走行させる。下方押付シリンダ14は、図
5〜図7に示すよう、搬入水圧鉄管1の内周面5時と7
時の位置を押圧できるように配設されており、搬入水圧
鉄管1の軸方向に所定の位置まで走行させた後、伸展さ
せて車輪13を浮かし、作動状態にする。
The lower pressing cylinder 14 is lifted during transportation so that the wheel 13 provided adjacent to the lower pressing cylinder 14 carries the penstock 1.
Run in contact with the inner surface. As shown in FIG. 5 to FIG. 7, the lower pressing cylinder 14 is used to move the inner peripheral surface 5
It is arranged so as to be able to press the position at the time, and after running to a predetermined position in the axial direction of the penstock 1, it is extended to float the wheels 13 and put them into an operating state.

【0015】次いで、上記搬入水圧鉄管1の軸方向に正
しく保持された上方押付シリンダ12を管径方向に起し
た後、シリンダを伸して、搬入水圧鉄管1を真円状態に
保持する。
Next, after raising the upper pressing cylinder 12 which is correctly held in the axial direction of the carry-in penstock 1 in the radial direction, the cylinder is extended to hold the carry-in penstock 1 in a perfect circular state.

【0016】このように、搬入台車5に搭載された搬入
水圧鉄管1は軸方向の2個所に円周方向に3個所設置さ
れた上方押付シリンダ12、および下方押付シリンダ1
4の3方向のジャッキで半径方向に線状で押すことによ
って、搬入水圧鉄管1は略真円に近づけることができ
る。上方および下方押付シリンダ12、14の先端部に
は図5〜図7に示すように、搬入水圧鉄管1内径の弧に
相当する型枠19をはめこみ、点押しを線押しにして、
広い範囲にわたり円弧にすることもできる。
As described above, the carry-in penstock 1 mounted on the carry-in carriage 5 has the upper pressing cylinder 12 and the lower pressing cylinder 1 which are provided at two locations in the axial direction and three locations in the circumferential direction.
By pushing in a radial direction linearly with the jacks in the four directions 4, the carried penstock 1 can be approximated to a perfect circle. As shown in FIG. 5 to FIG. 7, a mold 19 corresponding to the arc of the inner diameter of the penstock 1 is fitted into the distal ends of the upper and lower pressing cylinders 12, 14, and the point pressing is performed by linear pressing.
An arc can be formed over a wide range.

【0017】なお、本実施例では下方押付シリンダ14
の周方向の設置位置を5時、7時方向とした例を示した
が、本発明はこれに限定されるものでない。
In this embodiment, the lower pressing cylinder 14
Although the example in which the installation positions in the circumferential direction are set at 5 o'clock and 7 o'clock is shown, the present invention is not limited to this.

【0018】このように、真円状態にされた搬入水圧鉄
管1を、坑道18に既に設置された既設水圧鉄管2の後
方まで移送した後、搬入水圧鉄管1の先端および既設水
圧鉄管2の後端を当接し、仮付溶接を行う。仮付溶接
後、図3に示すように、上方押付シリンダ12を傾斜用
シリンダ15により倒して、次いで、下方押付シリンダ
14を、車輪13が搬入水圧鉄管1の内周面に当接する
まで縮退させた後、運搬台車6に取付けたウインチ1
0、およびロープ11で真円保持具8を運搬台車6上に
引上げ固定具7で固定した後、運搬台車6および搬入台
車5とともに仮組立工場へと大型ウインチ用ロープ9に
より搬出し、一工程の作業が完了する。
After the conveyed penstock 1 is transferred to the rear of the existing penstock 2 already installed in the tunnel 18, the tip of the penstock 1 and the rear of the penstock 2 The ends are contacted and tack welding is performed. After the tack welding, as shown in FIG. 3, the upper pressing cylinder 12 is tilted down by the tilting cylinder 15, and then the lower pressing cylinder 14 is retracted until the wheels 13 contact the inner peripheral surface of the penstock 1. After the winch 1 attached to the carrier 6
After fixing the perfect circle holder 8 on the transport trolley 6 with the lifting fixture 7 using the ropes 11 and the ropes 11, the transporter 6 and the carry-in trolley 5 are carried out to a temporary assembly plant by the large winch rope 9, and one process is performed. Work is completed.

【0019】[0019]

【発明の効果】本発明の水圧鉄管真円保持装置によれ
ば、特許請求の範囲に示す構成により次の効果が得られ
る。 (1)傾斜した岩盤内においても、据付け場所に搬入す
る搬入水圧鉄管が、直径方向及び長さ方向に変形するこ
とがなく、真円状態が保持できる。 (2)搬入水圧鉄管外面と岩盤との間隔が狭い場合で
も、真円状態で、搬入水圧鉄管の下端と既設水圧鉄管の
上端との位置決めをして、仮付け溶接し組立てることが
出来る。 (3)組立後、真円保持装置は、組立てた位置から、自
動的に容易に搬出出来る。
According to the apparatus for holding true roundness of a penstock according to the present invention, the following effects can be obtained by the structure shown in the claims. (1) Even in the inclined rock, the penstock brought into the installation place is not deformed in the diameter direction and the length direction, and can maintain a perfect circular state. (2) Even if the distance between the outer surface of the incoming penstock and the bedrock is narrow, the lower end of the incoming penstock and the upper end of the existing penstock can be positioned and welded in a perfectly circular state. (3) After assembly, the perfect circle holding device can be automatically and easily carried out of the assembled position.

【0020】このように、本発明の真円保持装置は、傾
斜した狭い岩盤内における水圧鉄管の組立を精度よく、
能率的に、かつ安全に行なうことが出来、その効果は大
なるものがある。
As described above, the perfect circle holding device of the present invention can accurately assemble a penstock in a narrow sloped rock.
It can be performed efficiently and safely, and its effects are significant.

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

【図1】本発明の水圧鉄管真円保持装置の一実施例とし
ての、搬入台車と運搬台車の接近の状況を示す側面図、
FIG. 1 is a side view showing an approach state of a carry-in truck and a transport truck as one embodiment of a penstock true round holding device of the present invention,

【図2】図1の真円保持具の使用状況を示す側面図、FIG. 2 is a side view showing the usage of the perfect circle holder of FIG. 1;

【図3】図1に示す実施例の仮付溶接後の状況を示す側
面図、
FIG. 3 is a side view showing a situation after tack welding of the embodiment shown in FIG. 1;

【図4】図1に示す実施例の作業後の撤収状況を示す側
面図、
FIG. 4 is a side view showing a state of withdrawal after the operation of the embodiment shown in FIG. 1;

【図5】図2の矢視A−Aにおける真円保持具走行中の
正面図、
FIG. 5 is a front view showing the traveling of the perfect circle holder taken along the line AA in FIG. 2;

【図6】図2の矢視B−Bにおける真円保持具走行中の
正面図、
FIG. 6 is a front view of the true circle holder while the vehicle is running, as viewed from the direction of arrows BB in FIG. 2;

【図7】図2の矢視B−Bにおける真円保持具固定時の
正面図である。
FIG. 7 is a front view at the time of fixing the perfect circle holder in the direction of arrow BB in FIG. 2;

【符号の説明】[Explanation of symbols]

1 搬入水圧鉄管 2 既設水圧鉄管 3 岩盤 4 レール 5 搬入台車 6 運搬台車 7 固定具 8 真円保持具 9 走行駆動装置としての大型ウインチ用ロープ 10 移動装置としてのウインチ 11 ロープ 12 上方押付シリンダ 13 車輪 14 下方押付シリンダ 15 傾斜用シリンダ 16 連結用リンク 17 連結装置 18 坑道 19 型枠 DESCRIPTION OF SYMBOLS 1 Conveyor penstock 2 Existing penstock 3 Rock 4 Rail 5 Carriage 6 Carriage 7 Fixture 8 Roundness holder 9 Large winch rope as traveling drive device 10 Winch as moving device 11 Rope 12 Upper pressing cylinder 13 Wheel 14 Cylinder for downward pressing 15 Cylinder for tilting 16 Link for connection 17 Connecting device 18 Tunnel 19 Formwork

───────────────────────────────────────────────────── フロントページの続き (72)発明者 下山 博司 兵庫県高砂市荒井町新浜二丁目1番1号 三菱重工業株式会社高砂研究所内 (72)発明者 岡部 俊三 神戸市兵庫区和田崎町一丁目1番1号 三菱重工業株式会社神戸造船所内 (72)発明者 小笠 勝 神戸市兵庫区和田崎町一丁目1番1号 三菱重工業株式会社神戸造船所内 (72)発明者 辰巳 良一 神戸市兵庫区和田崎町一丁目1番1号 三菱重工業株式会社神戸造船所内 (56)参考文献 実開 昭62−177979(JP,U) (58)調査した分野(Int.Cl.7,DB名) F16L 1/00 F16L 1/024 ──────────────────────────────────────────────────続 き Continuing from the front page (72) Inventor Hiroshi Shimoyama 2-1-1, Shinhama, Arai-machi, Takasago-shi, Hyogo Mitsubishi Heavy Industries, Ltd. Inside Takasago Research Institute (72) Inventor Shunzo Okabe 1-1-1, Wadazakicho, Hyogo-ku, Kobe-shi No. 1 Inside Mitsubishi Heavy Industries, Ltd.Kobe Shipyard (72) Inventor Masaru Ogasa 1-1, Wadazakicho, Hyogo-ku, Kobe City Inside Mitsubishi Heavy Industries, Ltd.Kobe Shipyard (72) Inventor Ryoichi Tatsumi Wadazaki, Hyogo-ku, Kobe City 1-1-1, Machi, Kobe Shipyard, Mitsubishi Heavy Industries, Ltd. (56) Reference: Japanese Utility Model Application No. 62-1777979 (JP, U) (58) Fields surveyed (Int. Cl. 7 , DB name) F16L 1/00 F16L 1/024

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 岩盤内に敷設された既設水圧鉄管の後方
へ、接合する搬入水圧鉄管を移送し、接合を行うにあた
り、前記搬入水圧鉄管の自重によるたわみを矯正して、
略真円形状の横断面を形成し、保持する水圧鉄管真円保
持装置において、前記搬入水圧鉄管を横臥載置して接合
位置へ移送する搬入台車と、前記搬入台車と連結する連
結装置および走行駆動装置を設けた運搬台車と、前記運
搬台車に載置されるとともに前記運搬台車と前記搬入台
車との連結時前記搬入水圧鉄管の内部を軸方向に走行し
て前記搬入水圧鉄管の内周面の上方を含む複数位置を押
圧し横断面を略真円にして保持する真円保持具とからな
ることを特徴とする水圧鉄管真円保持装置。
Claims: 1. A transport penstock to be joined is transferred to the rear of an existing penstock laid in a bedrock, and in performing the joining, the deflection of the import penstock by its own weight is corrected.
In a penstock holding device for forming and holding a substantially perfect circular cross section, a carry-in truck for placing the carry-in penstock horizontally and transferring it to a joining position, a coupling device for coupling with the carry-in carriage, and traveling A transport trolley provided with a driving device, and an inner peripheral surface of the carry-in penstock which is mounted on the transport trolley and travels in the axial direction of the carry-in penstock when the carrier and the carry-in carriage are connected. A true-circle holding device for pressing a plurality of positions including the upper part of the penstock and holding the cross-section in a substantially circular shape.
JP05046794A 1994-03-22 1994-03-22 Penstock pipe roundness holding device Expired - Fee Related JP3244927B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP05046794A JP3244927B2 (en) 1994-03-22 1994-03-22 Penstock pipe roundness holding device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP05046794A JP3244927B2 (en) 1994-03-22 1994-03-22 Penstock pipe roundness holding device

Publications (2)

Publication Number Publication Date
JPH07260043A JPH07260043A (en) 1995-10-13
JP3244927B2 true JP3244927B2 (en) 2002-01-07

Family

ID=12859695

Family Applications (1)

Application Number Title Priority Date Filing Date
JP05046794A Expired - Fee Related JP3244927B2 (en) 1994-03-22 1994-03-22 Penstock pipe roundness holding device

Country Status (1)

Country Link
JP (1) JP3244927B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5876337B2 (en) * 2012-03-15 2016-03-02 大成建設株式会社 How to install running water tunnel
JP6145197B1 (en) * 2016-06-06 2017-06-07 新菱冷熱工業株式会社 Piping method
CN115090718B (en) * 2022-08-26 2022-11-08 中国能源建设集团山西电力建设有限公司 Shape correction method before butt welding of pipe orifices of two large-caliber thin-wall steel pipes

Also Published As

Publication number Publication date
JPH07260043A (en) 1995-10-13

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