JP2711028B2 - Vertical transfer device using buoyancy - Google Patents

Vertical transfer device using buoyancy

Info

Publication number
JP2711028B2
JP2711028B2 JP3065438A JP6543891A JP2711028B2 JP 2711028 B2 JP2711028 B2 JP 2711028B2 JP 3065438 A JP3065438 A JP 3065438A JP 6543891 A JP6543891 A JP 6543891A JP 2711028 B2 JP2711028 B2 JP 2711028B2
Authority
JP
Japan
Prior art keywords
shaft
door
capsule
loading
vertical
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
JP3065438A
Other languages
Japanese (ja)
Other versions
JPH05213599A (en
Inventor
信一 酒向
良一 鈴木
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.)
Fujita Corp
Original Assignee
Fujita 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 Fujita Corp filed Critical Fujita Corp
Priority to JP3065438A priority Critical patent/JP2711028B2/en
Publication of JPH05213599A publication Critical patent/JPH05213599A/en
Application granted granted Critical
Publication of JP2711028B2 publication Critical patent/JP2711028B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • 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、大深度トンネルや大深
度貯蔵施設等の大深度地下構造物の施工に適用する大深
度地下工事用の荷物を搬送するために、液体と空気の浮
力を利用して搬送する垂直搬送装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to the construction of deep underground structures such as deep tunnels and deep storage facilities. The present invention relates to a vertical transport device that transports by using.

【0002】[0002]

【従来の技術】垂直搬送方法としては、電力やオイル等
の市販エネルギーを動力源としたモーターやエンジンに
より駆動するエレベーター方式、ワイヤー直吊り方式、
ラックレール方式等の垂直搬送装置を使用するものが知
られている。
2. Description of the Related Art As a vertical transport method, there are an elevator system driven by a motor or an engine powered by commercially available energy such as electric power or oil, a wire direct suspension system,
A device using a vertical transfer device such as a rack rail system is known.

【発明が解決しようとする課題】上記従来方式の垂直搬
送装置は、大深度地下構造物の建設工事のように高揚程
で大量搬送を必要とし、かつ長期間を要する工事の場合
には下記の問題がある。 1.従来方式の垂直搬送装置は全て市販エネルギーを使
用しており、エネルギーコストが莫大である。 2.高揚程のためワイヤーを使用するエレベーター方式
やワイヤー直吊り方式では、ワイヤー径が太くなってワ
イヤーと関連部品の重量が大きくなるため搬送容量が制
約される。また数百米の深度となると機構上問題があ
る。 3.ラックレール方式は、人荷エレベーター程度の搬送
装置はあるが、レールの強 度や搬送ゲージの機構上
の問題があるので高揚程大量の搬送に適合しない。4.
地中内で長期間を要する工事のため、搬送装置の腐食防
止や漏電対策等のメ ンテナンス作業及び費用が莫大
にかかり、経済的ではない。 本発明は前記問題を解決する為、垂直搬送のエネルギー
として水又は泥水の浮力で上昇力を確保し、空気抵抗に
よる浮力で落下速度を制御することによって、自然エネ
ルギーによって高揚程大量搬送を可能にすることを目的
とする。
The above-mentioned conventional vertical transport apparatus requires a large-capacity transport at a high lift and requires a long period of time as in the construction of a deep underground structure, and the following construction is required. There's a problem. 1. All conventional vertical transfer devices use commercially available energy, and the energy cost is enormous. 2. In the elevator method or the wire direct suspension method using a wire for a high head, the transport capacity is limited because the wire diameter becomes large and the weight of the wire and related parts increases. At a depth of several hundreds of US, there is a mechanical problem. 3. Although the rack rail system has a transport device equivalent to a human load elevator, it is not suitable for high-lift large-volume transport due to problems in rail strength and transport gauge mechanisms. 4.
Since it takes a long time underground to construct, it requires enormous maintenance work and cost, such as corrosion prevention of the transfer equipment and countermeasures against electric leakage, which is not economical. In order to solve the above-mentioned problem, the present invention secures a rising force by buoyancy of water or muddy water as energy of vertical conveyance, and controls a falling speed by buoyancy by air resistance, thereby enabling high-lift mass conveyance by natural energy. The purpose is to do.

【0003】[0003]

【課題を解決するための手段】本発明の浮力を利用した
垂直搬送装置のうち、浮上搬送する装置は、液体を充満
した浮上用立坑の下部に隣接して搬入坑を設け、搬入坑
と立坑との間に遮蔽扉を設けるとともに搬入坑の搬入口
に搬入扉を設け、立坑下部と搬入坑との間に液圧調整弁
を設けて、遮蔽扉と搬入扉との開閉を所定順序で作動し
て搬送カプセルを立坑の下部に押出すことにより液体の
浮力により搬送カプセルを立坑内で浮上させるように構
成した。長い立坑を所定の速度で浮上させるためには、
立坑内を複数の仕切扉で上下に数区分し、下から順に仕
切扉を開放することにより各区分ごとに搬送カプセルを
浮上させるようにする。降下用立坑内で搬送カプセルを
下降する装置は、降下用立坑の下部に隣接して搬出坑を
設け、立坑の下部に着床版を設けるとともに空気圧調整
弁を設けることにより、立坑内の空気抵抗を空気圧調整
弁で調整して搬送カプセルの落下速度を制御できるよう
にした。搬送カプセルは、筒体の外周壁にリング状弾性
体を設けてそれにより空気抵抗を生じやすくし、上部に
は吊下げ用のフック受けを設け、下部には移動用キャス
ターを設けた。
Among the vertical transport devices utilizing buoyancy according to the present invention, a device for floating and transporting is provided with a loading shaft adjacent to a lower portion of a floating shaft filled with liquid, and a loading shaft and a shaft. And a loading door at the entrance of the loading pit, and a hydraulic pressure control valve between the lower part of the shaft and the loading pit to open and close the shielding door and the loading door in a predetermined order. Then, the transfer capsule was extruded to the lower part of the shaft, so that the transfer capsule was floated in the shaft by the buoyancy of the liquid. To lift a long shaft at a given speed,
The inside of the shaft is divided into several sections vertically by a plurality of partition doors, and the transport capsules are floated for each section by opening the partition doors sequentially from the bottom. The device for lowering the transport capsule in the down shaft is provided with an unloading shaft adjacent to the lower portion of the down shaft, a landing plate at the lower portion of the shaft, and an air pressure regulating valve. Was adjusted by an air pressure control valve to control the falling speed of the transport capsule. The transport capsule was provided with a ring-shaped elastic body on the outer peripheral wall of the cylindrical body to thereby easily generate air resistance, provided with a hook receiver for suspension at an upper part, and a caster for movement at a lower part.

【0006】[0006]

【作用】上記の浮力を利用した垂直搬送装置あるいは搬
送カプセルでは液体の浮力により荷物を収納した搬送カ
プセルを上昇し、また荷物を取出した空の搬送カプセル
を空気抵抗により落下速度制御して下降させることがで
きる。搬送カプセル内に搬送物を入れて搬送すれば市販
エネルギーを使用する必要がない。また、大重量の荷物
を液体の浮力で上昇させるとともに、荷物を取出した搬
送カプセルを落下速度を制御して降下させることによ
り、搬送カプセルを地下と地上との間で上昇下降の循環
をさせて効率よく搬送できる。特に、搬送カプセルの断
面形状が、浮上用立坑内の水平断面形状より若干小さく
なるように設定されているので、前記搬入坑内に搬入し
た搬送カプセルを遮蔽扉を開放して立坑の下部に押出す
ことにより、押し出された状態で、途中転倒させずに姿
勢を変えることなく立坑内を液体の浮力で浮上させるこ
とができる。
In the vertical transfer device or transfer capsule utilizing buoyancy described above, the transfer capsule containing the luggage is raised by the buoyancy of the liquid, and the empty transfer capsule from which the luggage is taken out is lowered by controlling the falling speed by air resistance. be able to. It is not necessary to use commercially available energy if the articles are transported in the transport capsule. In addition, by lifting the heavy load by the buoyancy of the liquid and controlling the falling speed of the transport capsule from which the load has been taken out, the transport capsule is circulated up and down between underground and ground. It can be transported efficiently. In particular, since the cross-sectional shape of the transfer capsule is set to be slightly smaller than the horizontal cross-sectional shape in the floating shaft, the transfer capsule carried into the carry-in shaft is extruded to the lower part of the shaft by opening the shielding door. Thus, in the pushed-out state, the inside of the shaft can be floated by the buoyancy of the liquid without changing the posture without falling down halfway.

【0007】[0007]

【実施例】本発明の浮力を利用した垂直搬送装置の実施
例を図面に基づき説明する。初めに、立坑内を液体の浮
力で浮上させる実施例を図1、2により説明する浮上用
の立坑1の下部に隣接して搬入坑2が設けられ、立坑1
内には水や泥水等の液体が充満され、立坑1の上端に横
取坑1aが設けられている。立坑1の下部と搬入坑2と
の間に遮蔽扉3が設けられ、それは上下移動手段により
開閉されるようになっていて、閉じられた場合は、十分
に水密性が保たれるようになっている。搬入坑2の上部
搬入口には搬入扉4が設けられ、それはジャッキ4aに
より開閉されるようになっていて、閉じ状態のときに水
密性よく密封できるようになっている。また搬入坑2内
に搬送カプセル5を立坑の下部へ移動させるための押出
手段6が設けられ、その押出し時に搬送カプセル5の外
壁に設けたローラ5aが搬出坑側のガイド7に浮上する
ことなく案内されて、ローラ5aがガイド7から離れる
と搬送カプセル5が液体の浮力で立坑1内を浮上するよ
うになっている。なお搬送カプセル5は、内部にズリ箱
などの荷物を収容できるようになっている。また押出手
段6は、伸縮リンクの先端に搬出扉6aを設けた構成で
あって、搬出扉6aの外周縁が搬入坑2の内壁と水密性
を保って移動される。また立坑1の下部と搬入坑2とは
液圧調整弁8を有する管路で連通され、液圧調整弁8は
電磁バルブ8aにより開閉作動され、開にしたときに両
側の坑内を同一の液体圧力にバランスさせられるように
なっている。そして搬送カプセル5と収容荷物との全重
量が所定値以下か否かを図示を省略したセンサーで検出
し、以下のときのみに、電磁バルブ8aを開作動できる
ようになっている。この場合、荷物が不足していると泥
水等を搬送カプセル5内に注入し、多いと荷物を減らし
て調整する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a vertical transfer device utilizing buoyancy according to the present invention will be described with reference to the drawings. First, a loading shaft 2 is provided adjacent to the lower part of a floating shaft 1 for explaining an embodiment in which the inside of a shaft is levitated by the buoyancy of liquid with reference to FIGS.
The inside is filled with liquid such as water or muddy water, and a horizontal shaft 1 a is provided at the upper end of the shaft 1. A shielding door 3 is provided between the lower part of the shaft 1 and the loading shaft 2, and is opened and closed by a vertical moving means. When closed, sufficient watertightness is maintained. ing. A carry-in door 4 is provided at an upper carry-in entrance of the carry-in pit 2, and is opened and closed by a jack 4a, so that it can be hermetically sealed in a closed state. In addition, an extruding means 6 for moving the transport capsule 5 to the lower part of the shaft is provided in the loading pit 2, and the roller 5 a provided on the outer wall of the transport capsule 5 does not float on the guide 7 on the unloading pit side during the extrusion. When the roller 5a is guided away from the guide 7, the transport capsule 5 floats in the shaft 1 by the buoyancy of the liquid. The transport capsule 5 is designed to be able to store luggage such as a slip box inside. The push-out means 6 has a configuration in which a carry-out door 6a is provided at the tip of the telescopic link. The lower part of the shaft 1 and the carry-in pit 2 are communicated with each other through a pipeline having a hydraulic pressure control valve 8, and the hydraulic pressure control valve 8 is opened and closed by an electromagnetic valve 8a. It is designed to balance pressure. A sensor (not shown) detects whether or not the total weight of the transport capsule 5 and the stored luggage is equal to or less than a predetermined value, and the electromagnetic valve 8a can be opened only in the following cases. In this case, if the load is insufficient, muddy water or the like is injected into the transport capsule 5, and if the load is large, the load is reduced and adjusted.

【0008】上記搬送用立坑での遮蔽扉3と搬入扉4と
押出手段6と液圧調整弁8とには、それぞれ図7に示さ
れる様に端末操作盤51〜54と各装置の作動位置を検
出するセンサーが設けられ、各端末操作盤が内装するコ
ンピュータが浮上操作盤55のコンピュータに接続され
て以下の様に自動的に連続操作されるようになってお
り、浮上操作盤55は自動運転制御装置58の中央操作
盤57のコンピュータと接続されて後記する他の操作盤
と関連操作されるようになっている。上記において、地
下の搬送カプセル5を上昇させる場合は、図3(a)に
示される様に遮蔽扉3を閉じた状態にし、搬入扉4を開
にして搬送カプセルを搬入坑2内に入れて搬入扉4を閉
じる。次いで液圧調整弁8を連通状態にして立坑内の液
体を搬入坑内に流入させて立坑下部と搬入坑内の液体圧
力をバランスさせ、図3(b)、(c)に示される様に
遮蔽扉3を開いて搬送カプセル5を押出手段6により立
坑の下部へ移動させる。搬送カプセル5はそのローラ5
aがガイド7により案内されて浮上することなく立坑の
下部へ移動し、ローラ5aがガイド7から外れると搬送
カプセル5は液体の浮力により立坑1内を上昇する。次
いで立坑1の上端の横取坑1aから搬送カプセル5を取
出す。次いで、図3(d)に示される様に遮蔽扉3を閉
じて押出扉6aを戻し、図3(e)に示されるように搬
入扉4を開放すれば再び搬送カプセル5を搬入坑2へ投
入できる。
As shown in FIG. 7, terminal operating panels 51 to 54 and operating positions of the respective devices are provided at the shielding door 3, the loading door 4, the pushing means 6 and the hydraulic pressure regulating valve 8 in the transport shaft. Is provided, and a computer provided in each terminal operation panel is connected to a computer of the levitation operation panel 55 so as to be continuously operated automatically as described below. The computer is connected to a computer of a central operation panel 57 of the operation control device 58, and is operated in association with another operation panel described later. In the above, when raising the underground transport capsule 5, as shown in FIG. 3A, the shield door 3 is closed, the import door 4 is opened, and the transport capsule is put into the import pit 2. The loading door 4 is closed. Next, the hydraulic pressure regulating valve 8 is set in the communicating state to allow the liquid in the shaft to flow into the carry-in shaft to balance the liquid pressure in the lower shaft and the carry-in shaft, and as shown in FIGS. 3 is opened and the transport capsule 5 is moved to the lower part of the shaft by the pushing means 6. The transport capsule 5 has its rollers 5
a moves to the lower part of the shaft without being levitated by the guide 7, and when the roller 5a comes off from the guide 7, the transport capsule 5 rises in the shaft 1 by the buoyancy of the liquid. Next, the transfer capsule 5 is taken out from the horizontal shaft 1a at the upper end of the shaft 1. Then, as shown in FIG. 3 (d), the shielding door 3 is closed, the push-out door 6a is returned, and as shown in FIG. 3 (e), if the loading door 4 is opened, the transport capsule 5 is transferred to the loading pit 2 again. Can be put in.

【0009】深い立坑1を均一な速度で浮上させるため
及び立坑1に働く水圧を低下させるため、立坑1の下か
ら上への数箇所に(例えば30〜50m間隔に)立坑内
を上下に区分する仕切扉9が設けられ、各仕切扉9は開
閉手段9aにより開閉可能になっている。仕切扉9には
上下を適宜連通する調圧窓10が設けられ、この調圧窓
10は仕切扉9を開閉作動する場合に上下圧力をバラン
スさせるためにジャッキ10aにより開放され、仕切扉
9の閉じ状態のときに調圧窓10を閉じるようにした。
また立坑1内の仕切扉9で仕切られた各区間ごとに、搬
送カプセル5の上昇通過を検出する検知センサー11が
設けられ、その検出信号により操作盤12が調圧窓10
の開閉と仕切扉9の開閉とを以下のように作動させるよ
うになっている。なおこの操作盤12は図7に示される
ように中央操作盤55に接続される。
In order to float the deep shaft 1 at a uniform speed and reduce the water pressure acting on the shaft 1, the inside of the shaft is divided vertically into several places from below to above the shaft 1 (for example, at intervals of 30 to 50 m). Partitioning doors 9 are provided, and each partitioning door 9 can be opened and closed by opening and closing means 9a. The partitioning door 9 is provided with a pressure regulating window 10 which communicates vertically with the top and bottom as appropriate. The pressure regulating window 10 is opened by a jack 10 a to balance the vertical pressure when the partitioning door 9 is opened and closed. The pressure regulating window 10 was closed when in the closed state.
A detection sensor 11 for detecting the ascending and passing of the transport capsule 5 is provided for each section partitioned by the partition door 9 in the shaft 1, and the operation panel 12 is controlled by the detection signal.
And the opening and closing of the partition door 9 are operated as follows. The operation panel 12 is connected to a central operation panel 55 as shown in FIG.

【0010】搬送カプセル5の浮上のために作用される
水圧は、各仕切扉の間ではそれぞれ同一となるようにす
るため、下から順に閉じ状態の仕切扉9の位置まで浮上
させ、搬送カプセル5が浮上通過を検知センサー11が
検出するごとにその上位置の仕切扉9を開作動し、搬送
カプセル5が通過すると開放させた仕切扉9を閉じるよ
うにした。このように各仕切扉9ではさまれた各区間で
の水圧が同一となるようにして、各区間ごとに一定の浮
力で次々に搬送カプセル5を上昇させる。
In order to make the water pressure applied for floating the transfer capsule 5 equal between the partition doors, the transfer capsule 5 is raised from the bottom to the position of the closed partition door 9 in order from the bottom. Each time the detection sensor 11 detects the passage of the floating capsule, the upper opening of the partition door 9 is operated, and when the transport capsule 5 passes, the opened partition door 9 is closed. In this way, the transport capsule 5 is raised one by one with a constant buoyancy in each section so that the water pressure in each section sandwiched between the partition doors 9 is the same.

【0011】地上には図6に示されるように、浮上用立
坑1と降下用立坑21の上部を連絡するようにレール4
1が支柱上に環状に設けられ、レール41に案内されて
移動する吊下げ手段42により、前記方法により立坑1
内を浮上させた搬送カプセル5を降下用立坑21の入口
位置に搬送して降ろすようになっている。なお、地下か
ら搬送カプセル内に収容して浮上させたズリ箱等の荷物
は、レール41の適所で搬送カプセル5から取出され。
搬送カプセル5は空の状態で立坑21の位置へ搬送さ
れ、それを降ろしたのちに吊下げ手段42は元に戻さ
れ、これら搬送は図7に示す地上操作盤71により自動
的に行なわれ、それが内装するコンピュータは中央操作
盤57に接続される。
On the ground, as shown in FIG. 6, rails 4 are connected so that the upper part of the rising shaft 1 and the upper part of the lowering shaft 21 are connected to each other.
1 is provided on the support in an annular shape, and is suspended by the suspending means 42 which is guided by the rail 41 and moves by the above-described method.
The transport capsule 5 having floated inside is transported to the entrance position of the down shaft 21 and lowered. The luggage, such as a slip box, which is accommodated in the transport capsule from the basement and floated, is taken out of the transport capsule 5 at an appropriate position on the rail 41.
The transport capsule 5 is transported to the position of the shaft 21 in an empty state, and after it is lowered, the suspension means 42 is returned to its original position. These transports are automatically performed by the ground operation panel 71 shown in FIG. The computer it houses is connected to a central control panel 57.

【0012】次ぎに空気抵抗の浮力で搬送カプセル5を
降下させる搬送装置の実施例を図4、5により説明す
る。降下用の立坑21の下部に隣接して搬出坑22が設
けられ、搬出坑22の搬出口は搬出扉23により機密性
を保って閉じることができ、開閉手段23aにより開閉
できるようになっている。立坑21の下端には着床版2
4が設けられ、着床版24は緩衝装置25が設けられて
いて、搬送カプセル5が降下された場合に衝撃を緩衝で
きるようになっている。また立坑21の下部に空気圧調
整弁26が設けられ、搬送カプセル5が降下される場合
に、立坑21内の空気圧力を適宜外部に逃がすことによ
り調圧して、降下速度を調整できるようになっている。
立坑21の上端に搬送カプセル5を搬入して一時的に係
止するための係止捍27aを有する係止装置27が設け
られ、係止装置27は搬送カプセル5の荷重を測定する
荷重センサー27bが設けられ、その検出信号に応じて
前記の空気圧調整弁26の設定圧を調整をさせるように
なっている。また立坑21の下部と搬出坑22との間に
移行手段28が設けられ、着床した搬送カプセル5を搬
出坑22へ移動させられるようになっている。
Next, an embodiment of a transport device for lowering the transport capsule 5 by the buoyancy of air resistance will be described with reference to FIGS. An unloading pit 22 is provided adjacent to the lower part of the downright shaft 21, and the unloading port of the unloading pit 22 can be closed with the confidentiality by the unloading door 23 and can be opened and closed by the opening and closing means 23 a. . At the bottom of the shaft 21 is a landing plate 2
4 is provided, and the landing plate 24 is provided with a buffering device 25 so that the impact can be buffered when the transport capsule 5 is lowered. Further, an air pressure adjusting valve 26 is provided below the shaft 21 so that when the transport capsule 5 is lowered, the pressure in the shaft 21 is adjusted by appropriately releasing the air pressure in the shaft 21 to the outside so that the descent speed can be adjusted. I have.
At the upper end of the shaft 21, there is provided a locking device 27 having a locking stick 27a for loading the transport capsule 5 and temporarily locking the same, and the load device 27b for measuring the load of the transport capsule 5 is provided. Is provided, and the set pressure of the air pressure adjusting valve 26 is adjusted according to the detection signal. A transfer means 28 is provided between the lower part of the shaft 21 and the unloading pit 22 so that the transport capsule 5 that has landed can be moved to the unloading pit 22.

【0013】搬送カプセル5は、図5に示されるように
有底の円筒体の上面に荷物を出し入れするための開口が
設けられ、それは蓋29により通常は閉じられ 開閉手
段29aにより開閉される。搬送カプセル5を円筒体に
形成したのは、立坑21の断面円形に対応させたもので
あり、その形状に限定するものではない。また搬送カプ
セル5の外周に下方に向って拡がるゴムリング30が取
付けられ、搬送カプセル5の降下時に空気抵抗が生じ易
くしてある。なお、搬送カプセル5のゴムリング30の
位置での断面形状は、立坑21の水平断面形状より若干
小さく形成され、ゴムリング30はゴム以外の弾性体で
作成してもよい。また搬送カプセル5の上面にフック吊
下げ用の受け31が設けられ、下部にはキャスター32
が設けられる。
As shown in FIG. 5, the transfer capsule 5 is provided with an opening on the upper surface of a bottomed cylindrical body for taking in and out of the luggage, which is normally closed by a lid 29 and opened and closed by opening and closing means 29a. The reason why the transfer capsule 5 is formed in a cylindrical body corresponds to the circular cross section of the shaft 21 and is not limited to the shape. Further, a rubber ring 30 is attached to the outer periphery of the transfer capsule 5 so as to spread downward, so that air resistance is easily generated when the transfer capsule 5 descends. The cross-sectional shape of the transfer capsule 5 at the position of the rubber ring 30 is slightly smaller than the horizontal cross-sectional shape of the shaft 21, and the rubber ring 30 may be made of an elastic material other than rubber. Further, a receiver 31 for hanging a hook is provided on the upper surface of the transport capsule 5, and a caster 32 is provided at a lower portion.
Is provided.

【0014】上記降下用立坑21での係止装置27と搬
出扉23と移行装置28と空気圧調整弁26とには、そ
れぞれ図7に示される様に端末操作盤61〜64と各装
置の作動位置を検出するセンサーが設けられ、各端末操
作盤が内装するコンピュータが降下操作盤65のコンピ
ュータに接続されて以下のように自動的に連続操作され
るようになっており、降下操作盤65は中央操作盤57
のコンピュータと接続されて他の操作盤と関連操作され
るようになっている。なお搬送カプセル5の蓋29の開
閉操作盤66も、図7に示されるように中央操作盤57
に接続されて自動的に開閉される。搬送カプセル5を降
下する場合、搬出扉23を閉じた状態にして、一時的に
係止装置27で係止した搬送カプセル5を、係止装置2
7の係止捍27aを外し作動することにより降下させ
る。この場合、立坑21内の空気圧力は、予め空気圧調
整弁26により調整され、空気抵抗によりゆっくりと降
下させて着床版24に軟着床させる。次いで搬送カプセ
ル5を移行手段28により着床版24から搬出坑22に
移動し、搬出坑の搬出扉23を開いて搬出口から搬送カ
プセル5を搬出し、その後に搬出扉23を閉じる。
As shown in FIG. 7, the locking device 27, the carry-out door 23, the transfer device 28, and the air pressure adjusting valve 26 in the vertical shaft 21 have terminal operation panels 61 to 64 and the operation of each device. A sensor for detecting the position is provided, and a computer provided in each terminal operation panel is connected to the computer of the descent operation panel 65 and automatically operated continuously as follows. Central control panel 57
And connected to other operation panels. The opening / closing operation panel 66 of the lid 29 of the transport capsule 5 is also a central operation panel 57 as shown in FIG.
Is automatically opened and closed. When the transport capsule 5 is lowered, the transport capsule 5 temporarily locked by the locking device 27 is moved to the locking device 2 with the unloading door 23 closed.
The lowering rod 27a is moved down by removing the locking stick 27a. In this case, the air pressure in the shaft 21 is adjusted in advance by the air pressure adjusting valve 26, and is slowly lowered by the air resistance to make the landing plate 24 softly land. Next, the transfer capsule 5 is moved from the landing plate 24 to the discharge pit 22 by the transfer means 28, the discharge door 23 of the discharge pit is opened, the transfer capsule 5 is discharged from the discharge port, and then the discharge door 23 is closed.

【0015】前記のように立坑21内を下降させた搬送
カプセル5は、図6に示す地下の搬送装置で、浮上用立
坑1側へ搬送する。この場合、地下に、地上と同様のレ
ール43が地下の天井部に設けられ、レール43の吊下
げ手段44により搬送カプセル5を吊下げて移動し、途
中の適所で搬送カプセル5を降ろして蓋29を開け、内
部に掘削土砂を収容したズリ箱などを収容させ、それら
搬送は地下操作盤81により自動的に操作され、そのコ
ンピュータも中央操作盤57に接続される。そして再び
前記の浮上工程で搬送カプセル5を浮上させるようにな
っている。
The transport capsule 5 lowered in the shaft 21 as described above is transported to the floating shaft 1 by the underground transport device shown in FIG. In this case, under the basement, a rail 43 similar to the ground is provided on the ceiling part of the basement, the transport capsule 5 is suspended and moved by the suspension means 44 of the rail 43, and the transport capsule 5 is lowered at an appropriate place on the way to cover the lid. 29 is opened, and a sandbox or the like containing excavated earth and sand therein is accommodated therein. The transportation of these is automatically operated by the underground operation panel 81, and the computer thereof is also connected to the central operation panel 57. Then, the transport capsule 5 is levitated again in the levitating step.

【0016】さらに浮上用立坑1に設けた液圧調整弁8
と、仕切扉9に設けた調圧窓10と、降下用立坑21に
設けた空気圧調整弁26との稼動状態を監視するため、
それらをコンピュータ内装の中央監視盤91に接続し、
中央監視盤91を集中管理室に配置した。そして図7に
示すように中央監視盤91と中央操作盤57とを接続し
て、液圧調整弁8、調圧窓10あるいは空気圧調整弁2
6が正常に稼動していないときは、前記各操作盤の操作
を中断するようにした。
Further, a hydraulic pressure adjusting valve 8 provided in the floating shaft 1
In order to monitor the operation state of the pressure regulating window 10 provided in the partition door 9 and the air pressure regulating valve 26 provided in the down shaft 21,
Connect them to the central monitoring panel 91 inside the computer,
The central monitoring panel 91 was located in the central control room. Then, as shown in FIG. 7, the central monitoring panel 91 and the central operating panel 57 are connected, and the hydraulic pressure adjusting valve 8, the pressure adjusting window 10, or the air pressure adjusting valve 2 is connected.
When the control panel 6 is not operating normally, the operation of each operation panel is interrupted.

【0017】[0017]

【発明の効果】本発明によれば、液体の浮力で上昇力を
確保し、空気抵抗による浮力で降下速度を制御すること
ができ、垂直搬送に自然エネルギーを主体として利用す
るので大幅な省エネルギー化を実現できる。また大深度
地下構造物の吸排気坑や人荷導入坑を立坑として利用す
ることによって、装置費用が廉価になるとともに、メン
テナンス作業や維持費が低減する。また、搬送カプセル
は、浮上用の立坑内の水平断面形状より若干小さい断面
形状に形成されているので、前記搬入坑内に搬入した搬
送カプセルを遮蔽扉を開放して立坑の下部に押出すこと
により、押し出された状態で、途中転倒せずに姿勢を変
えることなく立坑内を液体の浮力で浮上させることがで
きる。そのため、搬送カプセルに荷崩れし易い掘削土砂
を満載したズリ箱を入れても、途中荷崩れして搬送カプ
セルが大きく傾いたり、ズリ箱から土砂がこぼれたりす
る不都合を未然に防止できる。併せて、浮上用立坑の内
径に相当する大量搬送を可能にする。また搬送カプセル
の外周にリング状弾性体を設けているので、降下用立坑
内を降下する場合に空気抵抗を受けて落下速度が制御さ
れ、着床版に軟着床させることができる。さらに立坑内
を仕切扉で数区間に仕切って搬送カプセルを浮上させれ
ば、ほぼ均一な速度で深い立坑内を浮上させることがで
きる。
According to the present invention, the lifting force can be secured by the buoyancy of the liquid, the descent speed can be controlled by the buoyancy by the air resistance, and natural energy is mainly used for vertical conveyance, so that significant energy saving is achieved. Can be realized. In addition, by using the intake / exhaust pit and the cargo introduction pit of the deep underground structure as the shaft, the equipment cost is reduced, and the maintenance work and the maintenance cost are reduced. Further, since the transfer capsule is formed in a cross-sectional shape slightly smaller than the horizontal cross-sectional shape in the vertical shaft for floating, by opening the shielding door and extruding the transfer capsule carried into the carry-in shaft to the lower part of the shaft, In the pushed state, the vertical shaft can be floated by the buoyancy of the liquid without changing the posture without falling down halfway. For this reason, even if a slip box full of excavated earth and sand that easily collapses is put in the transport capsule, it is possible to prevent inconvenience that the transport capsule collapses on the way and the transport capsule is greatly inclined, and soil and spills from the waste box. At the same time, it is possible to carry a large amount of material corresponding to the inner diameter of the vertical shaft. In addition, since the ring-shaped elastic body is provided on the outer periphery of the transfer capsule, when falling down the down shaft, the falling speed is controlled by the air resistance, and the landing plate can be softly landed. Furthermore, if the inside of the shaft is divided into several sections by the partition door and the transport capsule is floated, the deep shaft can be floated at a substantially uniform speed.

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

【図1】搬送カプセルを浮力で上昇させる搬送装置の全
体説明図と仕切扉部分の平面図及び断面図と調圧窓の断
面図とである。
FIG. 1 is an overall explanatory view of a transfer device for raising a transfer capsule by buoyancy, a plan view and a sectional view of a partition door portion, and a sectional view of a pressure adjusting window.

【図2】図1の立坑部分の下部を拡大した側面と平面の
説明図である。
FIG. 2 is an explanatory diagram of a side surface and a plane in which a lower portion of a shaft portion of FIG. 1 is enlarged.

【図3】搬送カプセルを搬入扉から搬入坑に投入して浮
上させるまでの工程を示す工程図である。
FIG. 3 is a process diagram showing a process from loading a transport capsule into a loading pit through a loading door to floating the capsule;

【図4】搬送カプセルを空気抵抗の浮力で降下させる搬
送装置の立坑の一部破断断面図と立坑下部の平面図であ
る。
FIG. 4 is a partially cutaway cross-sectional view of a shaft and a plan view of a lower portion of the shaft of the carrier device for lowering the carrier capsule by buoyancy of air resistance.

【図5】搬送カプセルの平面図と側面図と断面図と部分
拡大図である。
FIG. 5 is a plan view, a side view, a sectional view, and a partially enlarged view of a transport capsule.

【図6】搬送カプセルを地下と地上で循環搬送する説明
図と地上と地下での搬送装置の説明図である。
FIG. 6 is an explanatory view of circulating and transporting the transport capsule underground and above ground, and an explanatory view of a transport device above and below ground.

【図7】本発明の操作系統図である。FIG. 7 is an operation system diagram of the present invention.

【符号の説明】[Explanation of symbols]

1 立坑 2 搬入坑 3 遮蔽扉 5 搬送カプセル 8 液圧調整弁 9 仕切扉 21 立坑 22 搬出坑 24 着床版 26 空気調圧弁 27 係止装置 55 浮上操作盤 65 降下操作盤 57 中央操作盤 DESCRIPTION OF SYMBOLS 1 Vertical shaft 2 Loading pit 3 Shielding door 5 Conveying capsule 8 Hydraulic pressure control valve 9 Partition door 21 Vertical shaft 22 Unloading pit 24 Flooring plate 26 Air pressure regulating valve 27 Locking device 55 Floating operation panel 65 Descending operation panel 57 Central operation panel

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 水や泥水等の液体を充満した浮上用立坑
と、立坑の下部に隣接して設けた搬入坑と、搬入坑の上
部の搬入口を適宜開閉できるように構成した搬入扉と、
立坑の下部と搬入坑との間を適宜開閉できるように構成
した遮蔽扉と、立坑の下部と搬入坑との間を適宜連通す
る液圧調整弁とを備えるとともに、 搬送カプセルの断面形状を、前記浮上用立坑の水平断面
形状より若干小さく設定して、 前記 搬入坑内に搬入した搬送カプセルを遮蔽扉を開放し
て立坑の下部に押出すことにより、押出された状態で転
倒させることなく立坑内を液体の浮力で浮上させるよう
に構成したことを特徴とする浮力を利用した垂直搬送装
置。
1. A floating shaft filled with liquid such as water or muddy water, a loading shaft provided adjacent to a lower portion of the shaft, and a loading door configured to appropriately open and close a loading port at an upper portion of the loading shaft. ,
And configure the shielding door to allow opening and closing properly between the lower and the carry-pit of pit, Rutotomoni a fluid pressure adjusting valve to appropriately communicating between the carry-pit and the bottom of the vertical shaft, the cross-sectional shape of the transport capsule Horizontal section of the vertical shaft
Slightly set smaller than the shape, by extruding the bottom of the vertical shaft of the conveying capsules carried into the carry downhole to open the shielding door, rolling in a state of being extruded
A vertical transport device using buoyancy, wherein the vertical shaft is lifted by the buoyancy of liquid without falling down .
【請求項2】 水や泥水等の液体を充満した浮上用立坑
と、立坑の下部に隣接して設けた搬入坑と、搬入坑の上
部の搬入口を適宜開閉できるように構成した搬入扉と、
立坑の下部と搬入坑との間を適宜開閉できるように構成
した遮蔽扉と、立坑の下部と搬入坑との間を適宜連通す
る液圧調整弁とを備えるとともに、 前記浮上用立坑内を
数区間に仕切るために立坑の下から上への数箇所に設け
た仕切扉と、各仕切扉に設けられる上下を連通させる調
圧窓と、立坑の各区間に設けられて搬送カプセルの浮上
通過を検出する検知センサーと、各検知センサーの検出
信号に基づきそれぞれの仕切扉と調圧窓とを開閉制御す
る制御装置とを備えて、 前記搬入坑内に搬入した搬送カプセルを遮蔽扉を開放し
て立坑の下部に押出すことにより立坑内を液体の浮力で
浮上させるように構成したことを特徴とする 浮力を利用
した垂直搬送装置。
2. A floating shaft filled with liquid such as water or muddy water.
And a loading pit located adjacent to the bottom of the shaft, and above the loading pit
A loading door configured so that the loading entrance of the section can be opened and closed appropriately,
Configuration so that the lower part of the shaft and the loading shaft can be opened and closed as needed
Communication between the shielded door and the lower part of the shaft and the loading shaft
That together and a fluid pressure adjusting valve, the partition door and pressure adjustment to communicate the upper and lower provided in each partition door provided at several places from the bottom to the top of the vertical shaft in order to partition the levitating the vertical shaft several sections It includes a window, and a detection sensor for detecting the flying passage of conveying the capsule provided to the respective sections of the vertical shaft, and a control device for controlling opening and closing the respective partition door and tone圧窓based on the detection signal of each detection sensor , Opening the door for shielding the transfer capsules carried into the carry-in pit,
Extruded to the bottom of the shaft by liquid buoyancy
A vertical transport device utilizing buoyancy, wherein the vertical transport device is configured to float .
【請求項3】上端に搬送カプセルの投入口を有し下部に
隣接して搬出坑が設けられる降下用立坑と、立坑の投入
口に設けられ搬送カプセルを係止状態から脱状態に切換
えられるように構成した係止装置と、立坑の下端に搬送
カプセルを軟着床させるために設けた着床版と、立坑の
下部に設けられて立坑内の空気圧力を調整できるように
した空気圧調整弁と、搬出坑の搬出口に開閉可能に設け
た搬出扉とを備え、立坑内を上から下へ空気抵抗を作用
させながら搬送カプセルを降下させて着床版に軟着床さ
せるように構成したことを特徴とする浮力を利用した垂
直搬送装置。
3. A descending shaft having an inlet for a transfer capsule at the upper end and a discharge shaft provided adjacently below the lower shaft, and a transfer capsule provided at the inlet of the shaft can be switched from a locked state to a released state. And a landing plate provided for softly implanting the transport capsule at the lower end of the shaft, and an air pressure adjusting valve provided at the lower portion of the shaft so that the air pressure in the shaft can be adjusted. And a carry-out door that can be opened and closed at the carry-out opening of the carry-out pit, so that the transfer capsule is lowered while applying air resistance from the top down to the inside of the shaft, and is softly placed on the landing plate. Vertical conveyance device using buoyancy.
【請求項4】有底の筒体の上端開口に封入扉を開閉手段
により開閉可能に設け、筒体の上面外周部に吊下げ用フ
ック受けを設け、筒体の底壁下面にキャスターを取付
け、筒体の周壁には筒体の落下時に空気抵抗を生じさせ
るリング状弾性体を設けたことを特徴とする浮力を利用
した垂直搬送カプセル。
4. An enclosure door is provided at the upper end opening of the bottomed cylinder so as to be openable and closable by opening / closing means, a hook receiver for suspension is provided on an outer peripheral portion of an upper surface of the cylinder, and a caster is attached to a lower surface of a bottom wall of the cylinder. A vertical transport capsule utilizing buoyancy, wherein a ring-shaped elastic body that generates air resistance when the cylindrical body falls is provided on the peripheral wall of the cylindrical body.
JP3065438A 1991-03-06 1991-03-06 Vertical transfer device using buoyancy Expired - Fee Related JP2711028B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3065438A JP2711028B2 (en) 1991-03-06 1991-03-06 Vertical transfer device using buoyancy

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3065438A JP2711028B2 (en) 1991-03-06 1991-03-06 Vertical transfer device using buoyancy

Publications (2)

Publication Number Publication Date
JPH05213599A JPH05213599A (en) 1993-08-24
JP2711028B2 true JP2711028B2 (en) 1998-02-10

Family

ID=13287134

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3065438A Expired - Fee Related JP2711028B2 (en) 1991-03-06 1991-03-06 Vertical transfer device using buoyancy

Country Status (1)

Country Link
JP (1) JP2711028B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116923672A (en) * 2023-06-29 2023-10-24 东北石油大学三亚海洋油气研究院 Method for transporting submarine ore by using air bags in shallow sea

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5259481A (en) * 1975-11-07 1977-05-16 Hitachi Zosen Corp Capsule transport system by use of buoyancy

Also Published As

Publication number Publication date
JPH05213599A (en) 1993-08-24

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