JPH0323719B2 - - Google Patents

Info

Publication number
JPH0323719B2
JPH0323719B2 JP61080476A JP8047686A JPH0323719B2 JP H0323719 B2 JPH0323719 B2 JP H0323719B2 JP 61080476 A JP61080476 A JP 61080476A JP 8047686 A JP8047686 A JP 8047686A JP H0323719 B2 JPH0323719 B2 JP H0323719B2
Authority
JP
Japan
Prior art keywords
pit
shear
bucket
ceiling
work
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 - Lifetime
Application number
JP61080476A
Other languages
Japanese (ja)
Other versions
JPS62260995A (en
Inventor
Genji Iguchi
Masanori Hayashida
Hidetoshi Shimizu
Koji Yonemura
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.)
Okumura Corp
Original Assignee
Okumura 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 Okumura Corp filed Critical Okumura Corp
Priority to JP8047686A priority Critical patent/JPS62260995A/en
Publication of JPS62260995A publication Critical patent/JPS62260995A/en
Publication of JPH0323719B2 publication Critical patent/JPH0323719B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Carriers, Traveling Bodies, And Overhead Traveling Cranes (AREA)
  • Shafts, Cranks, Connecting Bars, And Related Bearings (AREA)

Description

【発明の詳細な説明】 <産業上の利用分野> 本発明は、シールド工法等でみられるずり(掘
削土砂)をバケツトなどで排出するための立坑の
構造に関する。
DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to the structure of a shaft for discharging shear (excavation soil) found in shield construction methods etc. using a bucket or the like.

<従来の技術> 一般に、シールド工法では、トンネル先端の切
羽で掘削した土砂即ちずりを、トロツコに積み込
んで発進立坑まで運び、立坑底部に作業場に隣接
して設けたずりピツトに一旦貯溜し、貯溜された
ずりをグラブバケツトですくい取つて地上のホイ
ストで吊り揚げ、立坑付近の地表に排出する方法
がとられている。そして、上記立坑のバケツト昇
降空間の周囲は、従来、鉛直方向に延在する筒状
のネツトなどで落下物から防護されている。
<Conventional technology> Generally, in the shield construction method, the earth and sand excavated at the face at the tip of the tunnel are loaded onto trolleys, transported to the starting shaft, and stored in a shear pit installed adjacent to the work area at the bottom of the shaft. The method used is to scoop up the accumulated shear with a grab bucket, lift it up with a hoist on the ground, and discharge it to the surface near the shaft. Conventionally, the area around the bucket lift space of the shaft is protected from falling objects by a vertically extending cylindrical net.

<発明が解決しようとする問題点> ところが、上記筒状のネツトは微細なずりに対
する防護効果が殆ど無く、また、バケツトがずり
をすくい取るネツト下端のずりピツト周辺の作業
場には落下物防護手段が全く無い。そのため、バ
ケツトをホイストで吊り揚げてずりを搬出してい
る間は、バケツトからこぼれ落ちるずりが上記ピ
ツト周辺に集中落下して危険になり、この区域の
作業場でトロツコを転倒してずりをずりピツトに
移すなど他の作業ができないという欠点がある。
特に、立坑が深くなると、落下するずりの速度が
増大して一層危険になるばかりでなく、バケツト
の昇降に長時間を要するため、ずりピツト周辺の
作業場での他の作業の中断時間が長くなつて、作
業能率が一層低下することになる。
<Problems to be Solved by the Invention> However, the above-mentioned cylindrical net has almost no protective effect against minute shears, and there is no falling object protection means in the workplace around the shear pit at the bottom end of the net where the bucket scoops up the shear. There is no such thing. Therefore, while the bucket is being hoisted up by a hoist and the shear is being carried out, the shear that spills from the bucket will concentrate and fall around the pit, creating a dangerous situation. The disadvantage is that you cannot perform other tasks such as moving to another location.
In particular, as the shaft gets deeper, not only does the speed of falling shear increase, making it even more dangerous, but it also takes a long time to raise and lower the bucket, resulting in longer interruptions to other work in the workplace around the shear pit. As a result, work efficiency will further decline.

そこで、本発明の目的は、吊り揚げられるバケ
ツトからこぼれ落ちるずりの飛来落下を有効に遮
断する手段とずりピツトへの転落防止手段を備え
て、ずり上げ作業中でもピツト周辺の他の作業が
同時かつ安全に行える立坑の構造を提供すること
である。
SUMMARY OF THE INVENTION Therefore, an object of the present invention is to provide a means for effectively blocking the flying and falling of shear spilling from a bucket being lifted and a means for preventing falling into the shear pit, so that other operations around the pit can be carried out simultaneously during lifting work. The purpose is to provide a shaft structure that allows safe operation.

<問題点を解決するための手段> 上記目的を達成するため、本発明の立坑の構造
は、底部に作業場とずりピツトを有し、このずり
ピツトから地上へバケツトでずり上げを行うため
の立坑の上記作業場の上方に上記ずりピツトを覆
う開閉自在な天井を設け、この天井のずりピツト
側の端部に手摺を吊り下げて、天井を開いたとき
に上記手摺が作業場とずりピツトの境界に位置す
るようにするとともに、この天井の上部に作業空
間とバケツト昇降空間とを仕切る仕切り板を設け
たことを特徴とする。
<Means for Solving the Problems> In order to achieve the above object, the structure of the shaft of the present invention has a working place and a shear pit at the bottom, and a shaft for lifting up from the shear pit to the ground using a bucket. A ceiling that can be opened and closed to cover the slide pit is provided above the workshop, and a handrail is hung from the end of the ceiling on the slide pit side, so that when the ceiling is opened, the handrail will be at the boundary between the workshop and the slide pit. In addition, a partition plate is provided above the ceiling to separate the work space and the bucket lift space.

<作用> 地上でずりを排出して空になつたバケツトが立
坑内を下降して来ると、立坑底部の作業場の上部
空間に設けられた開閉自在な天井が開き、上記バ
ケツトは、立坑底部のずりピツトに達し、ここに
貯溜されたずりをすくい取つて再び地上へ向けて
上昇する。この間、天井の端部に吊り下げられた
手摺は、作業場とずりピツトの境界に位置して、
ずりピツトへの作業者の転落を防止する。上記天
井は、ずりを収容して上昇するバケツトが通過す
るとずりピツトを覆うように閉じ、作業空間はこ
の天井と仕切り板によつてバケツト昇降空間から
仕切られる。また、天井の端部に吊り下げられた
手摺は、ずりピツトの一端の上記境界から他端ま
で移動する。これによつて、上昇するバケツトか
らこぼれ落ちるずりの上記作業空間への飛来落下
は完全に遮断され、作業場ではトロツコを転倒し
てずりを手摺のない境界からずりピツトに移すな
ど他の作業を同時に安全に行うことができる。
<Operation> When the bucket, which has been emptied by discharging the shear on the ground, descends inside the shaft, the retractable ceiling installed in the upper space of the workshop at the bottom of the shaft opens, and the bucket can be moved to the bottom of the shaft. It reaches the shear pit, scoops up the accumulated shear, and ascends back toward the ground. During this time, the handrail suspended from the end of the ceiling was located at the boundary between the work area and the slip pit.
Prevents workers from falling into slip pits. The ceiling closes to cover the shear pit when the bucket which accommodates the shear and ascends passes therethrough, and the working space is partitioned from the bucket lift space by the ceiling and the partition plate. Also, a handrail suspended from the end of the ceiling moves from the boundary at one end of the shear pit to the other end. This completely blocks debris falling from the rising bucket from flying into the work space, and allows other work to be carried out at the same time, such as overturning the trolley and moving debris from the border without handrails to the shear pit. It can be done safely.

<実施例> 以下、本発明を図示の実施例により詳細に説明
する。
<Examples> Hereinafter, the present invention will be explained in detail with reference to illustrated examples.

第1図は立坑の縦断面図、第2図は第1図の
−断面図であり、1は立坑の側壁を形成し矩形
横断面図を有する土留壁、2は立坑の底部に設け
たピツト、3はこのずりピツト2に沿つて設けた
作業床、4はこの作業床3から水平に掘削したト
ンネル、5は上記作業床3およびトンネル4に敷
設したレール6上をずり7を乗せて走行するトロ
ツコ、8は立坑のトンネル4上部に横架した一対
のレール受け、9はこのレール受け8に設けたレ
ール10上を上記ずりピツト2を開閉するように
移動する移動天井、11は地上に立坑をまたぐよ
うに立設した門型の架台、12はこの架台11の
横桁13を走行するホイスト、14はこのホイス
ト12にワイヤ15,15を介して昇降自在に吊
り下げられ、ずりピツト2に溜つたずり7をすく
い取つて地上へ排出するバケツト、16は上記移
動天井9の上部においてバケツト14が昇降する
空間と作業床3の上部空間とを仕切る仕切り鋼板
である。
Fig. 1 is a longitudinal sectional view of the shaft, and Fig. 2 is a - sectional view of Fig. 1, where 1 is a retaining wall forming the side wall of the shaft and has a rectangular cross section, and 2 is a pit provided at the bottom of the shaft. , 3 is a working floor provided along this shear pit 2, 4 is a tunnel excavated horizontally from this working floor 3, and 5 is a shear 7 running on a rail 6 laid on the working floor 3 and tunnel 4. 8 is a pair of rail supports horizontally suspended above the tunnel 4 of the shaft; 9 is a movable ceiling that moves on the rail 10 provided on the rail support 8 to open and close the shear pit 2; 11 is a movable ceiling above the ground; A gate-shaped frame erected so as to straddle the shaft, 12 a hoist running on the crossbeam 13 of this frame 11, 14 suspended from this hoist 12 via wires 15, 15 so as to be able to rise and fall freely, and a shear pit 2 A bucket 16 is a partition steel plate that separates the space above the movable ceiling 9 where the bucket 14 moves up and down from the space above the work floor 3.

上記一対のレール受け8,8は、土留壁1に接
する前後端を第1図に示すように夫々H型鋼1
7,17で連結されるとともに、第2図に示すよ
うに土留壁1に突設したブラケツト18,18で
水平に支持されている。上記移動天井9の下面に
は四隅にモータ19で回転駆動される車輪20を
取り付け、その内側にレール10と平行に延在す
る手摺用のI型のレール21,21を取り付けて
いる。上記各レール21には、クラツチ付モータ
22で回転駆動される一対の車輪23を有するキ
ヤリア24を夫々移動自在に取り付け、このキヤ
リア24,24に吊り具25,25を介して手摺
26を吊り下げている。この手摺26は、作業床
3のずりピツト2側の縁部をコ字状に囲い、隅部
下面に設けた上下動可能なピン27,27を、上
記縁部両端に設けたピン挿入パイプ28,28に
挿入して固定される。上記ホイスト12は、モー
タ29で同時駆動される一対の巻上げドラム3
0,30を有し、バケツト14を吊り下げる同一
長さの前後のワイヤ15,15は、一端が上記ホ
イスト本体に固定され、他端が上記各巻上げドラ
ム30に巻き付けられている。上記仕切り鋼板1
6で略半分に仕切られる作業床3側の空間には、
地上に達するはしご31を垂設し、上記空間の上
端を覆う蓋鋼板32には開閉自在な出入口33を
設けている。上記移動天井9は、レール10一端
のストツパ34に当接したとき、仕切り鋼板16
下端のずりピツト2側の開口を全閉し、他端のス
トツパ34に当接したとき、上記開口を全開する
ような寸法を有する。
The pair of rail receivers 8, 8 have their front and rear ends in contact with the earth retaining wall 1 connected to the H-shaped steel 1, respectively, as shown in FIG.
7 and 17, and horizontally supported by brackets 18 and 18 protruding from the retaining wall 1, as shown in FIG. Wheels 20 rotated by a motor 19 are attached to the lower surface of the movable ceiling 9 at the four corners, and I-shaped rails 21, 21 for handrails extending parallel to the rails 10 are attached inside the wheels 20. A carrier 24 having a pair of wheels 23 rotationally driven by a motor 22 with a clutch is movably attached to each of the rails 21, and a handrail 26 is suspended from the carriers 24, 24 via hanging tools 25, 25. ing. This handrail 26 surrounds the edge of the work floor 3 on the slide pit 2 side in a U-shape, and includes vertically movable pins 27, 27 provided on the lower surface of the corner, and pin insertion pipes 28 provided on both ends of the edge. , 28 and fixed. The hoist 12 includes a pair of hoisting drums 3 that are simultaneously driven by a motor 29.
The front and rear wires 15, 15 having the same length and having the same length for suspending the bucket 14 have one end fixed to the hoist body and the other end wound around each hoisting drum 30. Above partition steel plate 1
In the space on the work floor 3 side, which is divided approximately in half by 6,
A ladder 31 reaching the ground is installed vertically, and a lid steel plate 32 covering the upper end of the space is provided with an entrance 33 that can be opened and closed. When the movable ceiling 9 comes into contact with the stopper 34 at one end of the rail 10, the partition steel plate 16
The opening on the slide pit 2 side at the lower end is fully closed, and the opening is dimensioned to fully open when it comes into contact with the stopper 34 at the other end.

上記構成の立坑において、次のように作業がな
される。
Work is carried out in the shaft constructed as described above as follows.

地上でグラブを開きずりを排出して空になつた
バケツト14が、ホイスト12によつて立坑内を
下降してくると、移動天井9がレール10上を他
端のストツパ35に当接する位置まで動いてずり
ピツト2上部を全開し、上記バケツト14はここ
を通つて立坑底部のずりピツト2に達する。次い
で、バケツト14は、グラブを閉じてここに貯溜
されたずり7をすくい取り、再びホイスト12に
よつて地上へ巻き上げられる。上記移動天井9
は、上昇するバケツト14が通過すると、レール
10上を再び一端のストツパ34に当接する位置
まで動いてずりピツト2上部を全閉し、作業床3
上の作業空間は上記移動天井9と仕切り鋼板16
によつてバケツト昇降空間から完全に遮断され
る。これによつて、上記作業空間は、上昇するバ
ケツト14からこぼれ落ちるずりの飛来落下から
完全に防護され、作業者は、作業床3上で、トロ
ツコ25を転倒させてトンネル4内から運んで来
たずり7をずりピツト2へ投入するなどの作業を
安全に行うことができる。上記移動天井9下面の
レール21に移動自在に吊り下げられた手摺26
は、モータ22を駆動しない限り移動天井9と一
体に移動する。従つて、作業床3上で常時ずりピ
ツト2へのずり投入を行う場合は、手摺26を第
1図に示す位置に停めておけば、手摺26は、移
動天井9が開いたときは作業床3の縁部まで動い
てバケツト14の下降を妨げることなく、ずりピ
ツト2への作業者の転落を防止し、移動天井9が
閉じたときは図示の如く上記縁部から離れてずり
投入の妨げにならない。また、作業床3上でずり
投入以外の作業を行う場合は、上記モータ22を
駆動して手摺26を作業床3の縁部まで移動さ
せ、手摺26のピン27,27を縁部両端のピン
挿入パイプ28,28に挿入して手摺26を作業
床3に固定した後、モータ22のクラツチを断に
する。そうすると、手摺26は、移動天井9の動
きに関係なく上記縁部を囲つて、作業者があやま
つてずりピツト2へ転落するのを防止し、バケツ
ト14の妨げにもならない。さらに、このときず
り投入が必要になつた場合は、上記ピン27,2
7を外してモータ22を駆動し、手摺26をずり
ピツト2側の土留壁1まで移動させればよい。
When the bucket 14, which has been emptied by opening the grab on the ground and discharging the shear, is lowered into the shaft by the hoist 12, the movable ceiling 9 moves on the rail 10 until it touches the stopper 35 at the other end. The upper part of the shear pit 2 is fully opened, and the bucket 14 passes through it and reaches the shear pit 2 at the bottom of the shaft. Next, the bucket 14 closes its grab, scoops up the accumulated waste 7, and is again hoisted to the ground by the hoist 12. The above moving ceiling 9
When the rising bucket 14 passes, it moves on the rail 10 again to the position where it comes into contact with the stopper 34 at one end, completely closing the upper part of the shear pit 2, and closing the work floor 3.
The upper work space has the movable ceiling 9 and the partition steel plate 16.
completely cut off from the bucket lift space. As a result, the work space is completely protected from flying debris falling from the ascending bucket 14, and the worker can overturn the trolley 25 on the work floor 3 and carry it from inside the tunnel 4. Work such as putting the droplet 7 into the droplet pit 2 can be performed safely. A handrail 26 movably suspended from a rail 21 on the lower surface of the movable ceiling 9
moves together with the movable ceiling 9 unless the motor 22 is driven. Therefore, when shear is constantly being loaded into the shear pit 2 on the work floor 3, if the handrail 26 is parked at the position shown in FIG. 3 and prevents the worker from falling into the shedding pit 2 without interfering with the descent of the bucket 14, and when the movable ceiling 9 is closed, it moves away from the edge as shown in the figure and prevents the shedding from being thrown in. do not become. When performing work other than shearing on the work floor 3, the motor 22 is driven to move the handrail 26 to the edge of the work floor 3, and the pins 27, 27 of the handrail 26 are connected to the pins at both ends of the edge. After inserting into the insertion pipes 28, 28 and fixing the handrail 26 to the work floor 3, the clutch of the motor 22 is disconnected. Then, the handrail 26 surrounds the edge regardless of the movement of the movable ceiling 9, prevents the worker from accidentally falling into the slip pit 2, and does not obstruct the bucket 14. Furthermore, if shearing is required at this time, the pins 27, 2
7 and drive the motor 22 to move the handrail 26 to the retaining wall 1 on the slide pit 2 side.

上記実施例では、手摺26を移動天井9の下面
にキヤリア24によつて移動自在に吊り下げてい
るので、必要に応じてこの手摺26で作業床3の
縁部を囲つてずりピツト2への作業者の転落を防
止できる。
In the embodiment described above, the handrail 26 is movably suspended from the lower surface of the movable ceiling 9 by the carrier 24, so if necessary, the handrail 26 can be used to surround the edge of the work floor 3 and access the slide pit 2. Prevents workers from falling.

なお、上記実施例で、作業床3にバケツト14
の下降を表示するブザーや回転灯などの警報器
を、地上のホイスト操作場所に作業床3上での作
業を表示する同様の警報器を夫々設ければ、同時
に行なわれるバケツト14によるずり上げ作業と
立坑底部の作業床3での作業をより安全に行なう
ことができる。また、立坑がそれ程深くない場合
には、仕切り板を第1図の破線36で示すように
水平に設けることもできる。
In addition, in the above embodiment, there is a bucket 14 on the work floor 3.
If a warning device such as a buzzer or rotating light is installed to indicate the lowering of the hoist, and a similar alarm device is installed at the hoist operation location on the ground to indicate work on the work floor 3, lifting work using the bucket 14 can be done simultaneously. This makes it possible to work more safely on the working floor 3 at the bottom of the shaft. Further, if the shaft is not very deep, the partition plate can be provided horizontally as shown by the broken line 36 in FIG.

<発明の効果> 以上の説明で明らかなように、本発明の立坑の
構造は、底部に作業場とずりピツトを有し、この
ずりピツトから地上へバケツトでずり上げを行う
ための立坑の上記作業場の上部空間に上記ずりピ
ツトを覆う開閉自在な天井を設け、この天井のず
りピツト側の端部に手摺を吊り下げて、天井を開
いたときに上記手摺が作業場とずりピツトの境界
に位置するようにするとともに、この天井の上部
に作業空間とバケツト昇降空間とを仕切る仕切り
板を設けているので、上記天井と仕切り板によつ
て、地上へ吊り揚げられるバケツトからこぼれ落
ちるずりの作業空間への飛来落下を完全に遮断で
き、手摺により作業者のずりピツトへの転落を防
止できて、ずり上げ作業中でも作業場でずりピツ
トへのずり投下などの作業が同時に安全に行え、
作業の中断がなくなつて作業能率が著しく向上
し、その効果は深い立坑においてとりわけ顕著で
ある。
<Effects of the Invention> As is clear from the above explanation, the structure of the shaft of the present invention has a working place and a shear pit at the bottom, and the above-mentioned working place of the shaft is used for lifting from the shear pit to the ground using a bucket. A ceiling that can be opened and closed to cover the slide pit is provided in the upper space of the ceiling, and a handrail is suspended from the end of the ceiling on the slide pit side, so that when the ceiling is opened, the handrail is located at the boundary between the work area and the slide pit. At the same time, there is a partition plate above the ceiling that separates the work space from the bucket lift space, so that the ceiling and partition plate prevent spills from falling from the bucket hoisted to the ground into the work space. The handrail prevents workers from falling into the slip pit, allowing work such as dropping slips into the slip pit to be carried out safely at the same time during lifting work.
Work efficiency is significantly improved by eliminating work interruptions, and this effect is especially noticeable in deep shafts.

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

第1図は本発明の立坑の構造を示す縦断面図、
第2図は第1図の−断面図である。 1……土留壁、2……ずりピツト、3……作業
床、4……トンネル、5……トロツコ、7……ず
り、8……レール受け、9……移動天井、10…
…レール、11……架台、12……ホイスト、1
4……バケツト、15……ワイヤ、16……仕切
り鋼板、19……モータ、20……車輪、21…
…レール、22……モータ、23……車輪、24
……キヤリア、26……手摺、27……ピン、2
8……ピン挿入パイプ。
FIG. 1 is a longitudinal sectional view showing the structure of the shaft of the present invention;
FIG. 2 is a cross-sectional view taken from FIG. 1. 1...Earth retaining wall, 2...Slip pit, 3...Working floor, 4...Tunnel, 5...Trolley, 7...Slip, 8...Rail support, 9...Moving ceiling, 10...
...Rail, 11... Frame, 12... Hoist, 1
4...Bucket, 15...Wire, 16...Partition steel plate, 19...Motor, 20...Wheel, 21...
...Rail, 22...Motor, 23...Wheel, 24
...carrier, 26...handrail, 27...pin, 2
8...Pin insertion pipe.

Claims (1)

【特許請求の範囲】 1 底部に作業場とずりピツトを有し、ずりをこ
のずりピツトから地上へバケツトで吊り上げる立
坑において、 上記作業場の上方に上記ずりピツトを覆う開閉
自在な天井を設け、この天井のずりピツト側の端
部に手摺を吊り下げて、天井を開いたときに上記
手摺が作業場とずりピツトの境界に位置するよう
にするとともに、上記天井の上部に作業空間とバ
ケツト昇降空間とを仕切る仕切り板を設けたこと
を特徴とする立坑の構造。
[Scope of Claims] 1. In a shaft having a workshop and a shear pit at the bottom, and in which shears are lifted from the shear pit to the ground by a bucket, a ceiling that can be opened and closed to cover the shear pit is provided above the workshop, and this ceiling A handrail is hung from the end of the sliding pit so that when the ceiling is opened, the handrail is located at the boundary between the work area and the sliding pit, and a working space and a bucket lift space are connected above the ceiling. A vertical shaft structure characterized by the provision of partition plates.
JP8047686A 1986-04-07 1986-04-07 Structure of shaft Granted JPS62260995A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8047686A JPS62260995A (en) 1986-04-07 1986-04-07 Structure of shaft

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8047686A JPS62260995A (en) 1986-04-07 1986-04-07 Structure of shaft

Publications (2)

Publication Number Publication Date
JPS62260995A JPS62260995A (en) 1987-11-13
JPH0323719B2 true JPH0323719B2 (en) 1991-03-29

Family

ID=13719321

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8047686A Granted JPS62260995A (en) 1986-04-07 1986-04-07 Structure of shaft

Country Status (1)

Country Link
JP (1) JPS62260995A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2516132B2 (en) * 1992-01-30 1996-07-10 株式会社フジタ Excavation soil removal method and system for underground excavation work

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58153893A (en) * 1982-03-04 1983-09-13 株式会社安田製作所 Drilling of shaft hole for constructing iron tower

Also Published As

Publication number Publication date
JPS62260995A (en) 1987-11-13

Similar Documents

Publication Publication Date Title
CN106276056B (en) Multi-segmental combined type earthwork perpendicular lifting apparatus
JPH0323719B2 (en)
JPS603190Y2 (en) Work scaffolding for shaft excavation
JP2787672B2 (en) Multi-directional reversing device
CN210713771U (en) Bearing plate for scaffold
JPS6131117Y2 (en)
CN205154168U (en) Huge perpendicular shield constructs machine
CN208700358U (en) A kind of transfer device applied to deep basal pit
JP7519963B2 (en) Retractable lifting equipment
CA2040716C (en) Mine shaft sinking
CN117780378B (en) Tunnel undercut method capable of utilizing existing underground cavern to unearth and avoid interference
JPS6138999Y2 (en)
JPH023877B2 (en)
CN219314383U (en) A kind of manual digging pile spoil safety lifting device
JP2572214Y2 (en) Vertical transfer guide for underground excavation work
JP3184995B2 (en) Caisson lifting equipment
JPS6115099Y2 (en)
JP2002147161A (en) Muck loading equipment for vertical shaft excavation
JP2516133B2 (en) Transport system for underground excavation work
JPS6139000Y2 (en)
JPH1088959A (en) Method and apparatus for unloading shaft excavated soil
JP6495138B2 (en) Unloading method of excavated soil
JPS5947778B2 (en) &#34;Shear&#34; device
JPS6340090A (en) Method of discharging muck in shaft excavation
JPH06235284A (en) Shaft facility