JPH07260043A - Hydraulic iron pipe circularity holding device - Google Patents

Hydraulic iron pipe circularity holding device

Info

Publication number
JPH07260043A
JPH07260043A JP6050467A JP5046794A JPH07260043A JP H07260043 A JPH07260043 A JP H07260043A JP 6050467 A JP6050467 A JP 6050467A JP 5046794 A JP5046794 A JP 5046794A JP H07260043 A JPH07260043 A JP H07260043A
Authority
JP
Japan
Prior art keywords
iron pipe
carriage
carrying
hydraulic iron
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
Application number
JP6050467A
Other languages
Japanese (ja)
Other versions
JP3244927B2 (en
Inventor
Hiromasa Kamei
博正 亀井
Ken Fujita
藤田  憲
Akihiko Kimura
明彦 木村
Hiroshi Shimoyama
博司 下山
Shunzo Okabe
俊三 岡部
Masaru Ogasa
勝 小笠
Ryoichi Tatsumi
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)

Abstract

PURPOSE:To eliminate such defectiveness that since a hydraulic iron pipe is flexibly deformed due to its own weight at the time of carrying to a laying position inside a base rock or assembling work, a bord to be constructed inside the base rock for the purpose of the laying work requires a diameter larger than that of the hydraulic iron pipe so that drilling manhours and burying cement are increased. CONSTITUTION:A hydraulic iron pipe circularity holding device comprises a carrying-in carriage 5 for carrying a hydraulic iron pipe 1, a transportation carriage 6 provided with a travel drive device and a connector with the carrying-in carriage 5, and a circularity holding device 8 fixingly mounted on the transportation carriage 6, capable of traveling inside the hydraulic iron pipe above the carrying-in carriage 5 in the axial direction when fixture to the carrying-in carriage 5 is released at the time of connection of the carrying-in carriage 5 to the transportation carriage 6 and of pressing plural points including an upper point at the inner circumferential surface of the hydraulic iron pipe 1 so as to hold the lateral cross-sectional shape of the hydraulic iron pipe 1 in approximate circularity.

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 device for holding a perfect circularity of a penstock used for the on-site installation work of a penstock used as a conduit for a hydraulic power plant or a reservoir 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 a water 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, the length of the pipe is 9 to 12 m, and it is made into a penstock, and the penstock is laid sideways and mounted on a loading trolley.
It is formed by loading it into a tunnel with an inclination of about °, and then sequentially adding it 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。
Therefore, the penstock mounted on the loading carriage is
It is loaded into the mineway in a state where a deflection of about 150 to 400 m / m is left in the diameter direction by its own weight, and temporary welding is performed while aligning the lower end surface of the loaded hydraulic iron pipe with the upper end surface of the existing hydraulic iron pipe below. Work is going on.

【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。
Further, the penstock mounted on the loading carriage is
When it is carried in through an inclined part having an angle of 50 °, it is also bent in its length direction. In order to carry out tack welding work with the upper end of the existing penstock, the gap between the penstock outer surface and the rock bed must be 6
It is necessary to excavate the tunnel to secure a space for loading and working so that it will be 00 mm or more, but recently, to reduce the number of rock excavation man-hours and the cost of filling the space with cement, the space will be narrowed to 300 mm. Is required. For this reason, it is difficult to carry out the work by the conventional method of loading the penstock with the flexure still in place, making the penstock that was carried in at the time of temporary welding the perfect circle, and installing it in the bedrock. Or, even if the penstock can be kept in a perfect circle during temporary welding, how to carry out the device for maintaining a 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。
DISCLOSURE OF THE INVENTION The present invention, as described above, reduces the distance between the rock surface and the outer surface of the penstock to be laid in the bedrock so that the penstock can be installed in the tunnel formed in the bedrock. Since the work is carried in and temporary tack welding work is performed with the existing hydraulic iron pipe, the cross-sectional shape of the hydraulic iron pipe can be maintained in a perfect circular shape at the time of carry-in and temporary tack welding work. It is an object of the present invention to provide a penstock holding device for penstocks that can be easily removed from a 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。
Therefore, the penstock holding device for a penstock of the present invention has the following means. (1) An incoming trolley was provided that can travel in a tunnel drilled in the bedrock where the incoming penstock is laid, is equipped with a recumbent penstock that is laid down, and transfers it to a position behind the existing penstock to be laid. In this case, a track on which the carry-in truck travels may be laid inside the gallery, and the track may travel on it. (2) A carriage is provided with a traveling drive device for traveling in the tunnel, and a transporting vehicle provided with a connecting device at the front end that can be connected to the rear end of the loading truck. Like the carry-in carriage, the carrying carriage may be allowed to travel on the track. (3) The carrier is placed on the carrier and
When it is connected to a carrier truck equipped with an incoming water pressure iron pipe, it is disconnected from the carrier vehicle, axially travels on the inner peripheral surface of the incoming water pressure iron pipe on the incoming vehicle, and is laid down at a predetermined position. A plurality of places including the upper portion of the inner peripheral surface of the iron pipe were pressed from the inside to make the cross-sectional shape of the incoming hydraulic iron pipe substantially circular, and a perfect circle holder for holding 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 hydraulic iron pipe is mounted on the loading carriage, the perfect circle holder is connected and the leading end of the loaded carriage is connected to the rear end of the loading carriage. Then, the connection between the carriage and the perfect circle holder is released, and the perfect circle holder is axially moved to a predetermined position in the incoming 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 the position where a substantially perfect circle is formed on the incoming penstock, the inner peripheral surface of the incoming penstock is pressed from the inside. The pressing positions are a plurality of positions including the upper part of the inner peripheral surface where the deformation is greatest due to the influence of gravity. In this state, the incoming hydraulic iron pipe is transferred to the rear of the existing hydraulic iron pipe for temporary welding, and the tip of the incoming hydraulic iron pipe and the rear end of the existing hydraulic iron pipe are tack welded. Then, the perfect circle holder stops pressing the inner peripheral surface of the incoming penstock, is moved to the top of the carriage, is connected to the carriage, and is connected to the carriage by the traveling drive device provided in the carriage to carry the carriage and the penstock. Is removed to the outside of the mine along with the empty loading trolley left at 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。
DESCRIPTION OF THE PREFERRED EMBODIMENTS A penstock holding device for a penstock of the present invention will be described below with reference to the drawings. 1 to 4 are side views showing an embodiment of a hydraulic iron pipe perfect circle holding device of the present invention. FIG. 1 is a temporary assembly site, in which a carrying carriage 5 loaded with incoming hydraulic iron pipes 1 holds a perfect circle. 2 shows a situation in which the carrier truck 6 equipped with the tool 8 approaches, and FIG. 2 shows a large winch not shown up to the rear of the existing hydraulic iron pipe 2 with the incoming hydraulic iron pipe 1 kept in a substantially circular shape by the perfect circle holder 8. FIG. 3 shows a situation in which the rope 9 for a large winch as a traveling drive device wound around is lowered, and FIG. 3 shows the perfect circular holder 8 after temporary welding of the existing hydraulic iron pipe 2 and the incoming hydraulic iron pipe 1. After the tilting cylinder 15 is contracted and the upper pressing cylinder 12 is tilted to lower the center of gravity, the rope 11 is wound around the winch 10 serving as a moving device so as to maintain the perfect circle holder 8.
4 shows a situation in which the vehicle is stored in the fixture 7 of the carriage 6, and FIG.
After driving the support rod (not shown) into the bedrock 3 and fixing the temporarily welded incoming hydraulic iron pipe 1, the loading carriage 5 releases the support of the incoming hydraulic iron pipe 1 and winds up the large winch rope 9. This shows the situation where the transport carriage 6, the carry-in carriage 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。
5 to 7 are sectional views taken along the line A--A of FIG. 2 and show how the carried-in penstock 1 is brought into a substantially perfect circular shape 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 carriage 5 is formed by connecting two carriages so that the carry-in penstock 1 is not derailed from the curved track of the rail 4. Further, the front end of the carriage 6 can be connected by a connecting device 17. The fixture 7 provided on the carrier 6 has a structure in which the frame of the perfect circle holder 8 fits, and is fixed in a state of being pulled by a winch 10 as a moving device provided on the carrier 6. A perfect circle holder 8 on the U-shaped part of the tool 7.
When the frame is fitted, the perfect circle holder 8 is firmly fixed. In this state, the carrier truck 6 and the carry-in truck 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 put into the incoming penstock. In addition, the weight of the carriage 6 is sufficient to support the perfect circle holder 8 supported in this way.

【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、約120度ピ
ッチ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。
The perfect circle holder 8 is for making a perfect circle by pushing the cross section of the incoming hydraulic iron pipe 1 in three directions. The cylinders assembled at a pitch of about 120 degrees are arranged in the axial direction of the incoming hydraulic iron pipe 1. It is composed of two units with an interval of ~ 3m. As a result, the trolley 6 has an inclination of 50
Even when traveling on a pit 18 that reaches 0 °, the perfect circle holder 8
Can be correctly held in the axial direction of the incoming penstock.

【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。
The 12 o'clock portion of the clock of the cylinder,
That is, the upper pressing cylinder 12 that pushes above 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 traveling to lower the center of gravity. It can be stabilized at times.

【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。
Further, the lower pressing cylinder 14 is floated at the time of transportation, and the wheels 13 provided adjacent to the lower pressing cylinder 14 are carried in.
Run on the inner surface. As shown in FIG. 5 to FIG. 7, the lower pressing cylinder 14 has an inner peripheral surface of the incoming penstock 1 at 5 o'clock and 7 o'clock.
It is arranged so that the time position can be pressed, and after traveling to the predetermined position in the axial direction of the incoming hydraulic iron pipe 1, it is extended and the wheels 13 are floated and brought 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 the upper pressing cylinder 12 correctly held in the axial direction of the incoming hydraulic iron pipe 1 is raised in the pipe radial direction, the cylinder is extended to hold the incoming hydraulic iron pipe 1 in a perfect circle.

【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 incoming hydraulic iron pipe 1 mounted on the loading carriage 5 has an upper pressing cylinder 12 and a lower pressing cylinder 1 installed at two axial positions and three circumferential positions.
By pushing linearly in the radial direction with the jacks in the four directions of No. 4, the incoming penstock 1 can be brought close to a perfect circle. As shown in FIGS. 5 to 7, the upper and lower pressing cylinders 12 and 14 are fitted with a formwork 19 corresponding to the arc of the inner diameter of the incoming penstock, and the point press is linearly pressed.
It is also possible to make a circular arc 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 downward pressing cylinder 14
Although the installation position in the circumferential direction of 5 o'clock and 7 o'clock has been shown as an example, 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。
In this way, after the incoming penstock 1 which has been made into a perfect circle 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 part of the existing penstock 2 are transferred. The ends are brought into contact, and tack welding is performed. After the tack welding, as shown in FIG. 3, the upper pressing cylinder 12 is tilted by the tilting cylinder 15, and then the lower pressing cylinder 14 is retracted until the wheels 13 come into contact with the inner peripheral surface of the incoming hydraulic iron pipe 1. Winch 1 attached to the carriage 6 after
0 and the rope 11 to fix the perfect circle holder 8 on the carriage 6 and fix it by the fixing fixture 7, and then carry it out to the temporary assembly factory together with the carriage 6 and the carry-in carriage 5 by the large winch rope 9 for one step. 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。
[Effects of the Invention] According to the penstock holding device for a hydraulic iron pipe of the present invention, the following effects can be obtained by the constitutions set forth in the claims. (1) Even in an inclined rock bed, the incoming penstock, which is carried into the installation location, is not deformed in the diametrical direction and the longitudinal direction, and the perfect circular state can be maintained. (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 assembled by temporary welding in a perfect circle. (3) After the assembly, the perfect circle holding device can be automatically and easily carried out from 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 accurately assembles a penstock in a slanted and narrow rock mass.
It can be done efficiently and safely, and its effect is great.

【図面の簡単な説明】[Brief description of 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 the approaching state of a loading carriage and a carriage as an embodiment of the penstock holding device for a penstock 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 a usage state of the perfect circle holder of FIG.

【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 the situation after tack welding of the embodiment shown in FIG.

【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 the withdrawal status after the work of the embodiment shown in FIG.

【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 of the true circle holder during running, as viewed in the direction of arrow AA in FIG.

【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 during traveling, as viewed in the direction of arrow BB in FIG.

【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 of the true circle holder fixed in the direction of arrow BB in FIG.

【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 1 Hydraulic penstock for incoming 2 Existing penstock for steel 3 Rock 4 Rail 5 Carrying truck 6 Carrying truck 7 Fixing device 8 Perfect circle holder 9 Rope for large winch as moving drive device 10 Winch as moving device 11 Rope 12 Upward pressing cylinder 13 Wheel 14 downward pressing cylinder 15 tilting cylinder 16 connecting link 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 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Hiroshi Shimoyama 1-1-1, Niihama, Arai-cho, Takasago-shi, Hyogo Mitsubishi Heavy Industries, Ltd. Takasago Research Institute (72) Inventor Shunzo Okabe 1-chome, Wadazakicho, Hyogo-ku, Kobe No. 1 Sanryo Heavy Industry Co., Ltd.Kobe Shipyard (72) Inventor Masaru Ogasa 1-1-1, Wadasakicho, Hyogo-ku, Kobe Sanryo Heavy Industry Co., Ltd. Kobe Shipyard (72) Inventor Ryoichi Tatsumi Hyogo-ku, Kobe 1-1-1 Wadasakicho Sanryo Heavy Industries Ltd. Kobe Shipyard

Claims (1)

【特許請求の範囲】[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。
1. A transfer penetrating iron pipe to be joined is transferred to the rear of an existing penetrating iron pipe laid in the bedrock, and when the joining is carried out, a deflection due to its own weight of the carry-in penetrating iron pipe is corrected,
In a penstock holding device for forming and holding a substantially perfect circular cross section, a carrying carriage for placing the carrying penstock on its side and transferring it to a joining position, a connecting device for connecting the carrying car and traveling. A transport carriage provided with a drive device, and an inner peripheral surface of the carry-in hydraulic pressure iron pipe that is mounted on the transport cart and travels in the inside of the carry-in hydraulic pressure iron pipe in an axial direction when the transport carriage and the carry-in vehicle are connected. And a perfect circle holder that presses a plurality of positions including the upper part of the cross section to make the cross-section thereof into a substantially perfect circle and holds it.
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 true JPH07260043A (en) 1995-10-13
JP3244927B2 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)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013194747A (en) * 2012-03-15 2013-09-30 Taisei Corp Casting method of stream tunnel and carrying device of stream tunnel pipe
JP6145197B1 (en) * 2016-06-06 2017-06-07 新菱冷熱工業株式会社 Piping method
CN115090718A (en) * 2022-08-26 2022-09-23 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

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013194747A (en) * 2012-03-15 2013-09-30 Taisei Corp Casting method of stream tunnel and carrying device of stream tunnel pipe
JP6145197B1 (en) * 2016-06-06 2017-06-07 新菱冷熱工業株式会社 Piping method
CN115090718A (en) * 2022-08-26 2022-09-23 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
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
JP3244927B2 (en) 2002-01-07

Similar Documents

Publication Publication Date Title
CN111794754B (en) Pipe piece assembled derrick and construction method thereof
CN111022067A (en) Pipe pusher, operation control method and tunneling equipment
CN113236853A (en) Equipment and method for installing hole-penetrating pipe in long-distance embankment-penetrating sleeve
CN106869948A (en) A kind of construction that technique on shield machine's station-crossing is realized using the delivery vehicle that misses the stop
JPH07260043A (en) Hydraulic iron pipe circularity holding device
JP4859697B2 (en) Transverse moving equipment at start shaft
CN109630146B (en) Shield assembly method and assembly chamber
JP3725962B2 (en) Temporary sleeper structure for shield tunnel construction
JP3106004B2 (en) Simultaneous simultaneous tunnel construction method and equipment
CN214421471U (en) Steel arch frame fixing device
CN114352804A (en) Construction method for underground small-space corrugated pipe to pass through pipeline by using track pulley
JP2002088785A (en) Continuous construction method for precast concrete column wall member
JP3897514B2 (en) How to load a segment
CN210456692U (en) Hydraulic support loading device
CN112228088A (en) Construction method of vertical shaft starting device for top-down pipe jacking construction in shield tunnel
JP4057763B2 (en) Segment supply method when laying gas pipes
JP4024967B2 (en) The bottom structure of the shaft
JP2006188907A (en) Segment carrying system
JP4065445B2 (en) Cart for conveying and installing cylindrical blocks
CN219450290U (en) Module steel plate convenient for roadway transportation
JP2967773B2 (en) Pipe laying equipment
JP2023180004A (en) Internal construction method of shield tunnel
CN113216990A (en) Starting and rapid slag discharging method in limited space of shield tunneling machine
CN214613350U (en) Bidirectional transportation track and system for shield construction
CN213235059U (en) Air-propelled station-crossing device of shield machine

Legal Events

Date Code Title Description
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20010925

LAPS Cancellation because of no payment of annual fees