JPS61286424A - Sediment conveyor - Google Patents

Sediment conveyor

Info

Publication number
JPS61286424A
JPS61286424A JP12935485A JP12935485A JPS61286424A JP S61286424 A JPS61286424 A JP S61286424A JP 12935485 A JP12935485 A JP 12935485A JP 12935485 A JP12935485 A JP 12935485A JP S61286424 A JPS61286424 A JP S61286424A
Authority
JP
Japan
Prior art keywords
cylinder
sliding cylinder
earth
gate valve
relay
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
JP12935485A
Other languages
Japanese (ja)
Other versions
JPH0575856B2 (en
Inventor
Hitoshi Tokunaga
仁 徳永
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.)
TSURUMI SEISAKUSHO KK
Tsurumi Manufacturing Co Ltd
Original Assignee
TSURUMI SEISAKUSHO KK
Tsurumi Manufacturing Co 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 TSURUMI SEISAKUSHO KK, Tsurumi Manufacturing Co Ltd filed Critical TSURUMI SEISAKUSHO KK
Priority to JP12935485A priority Critical patent/JPS61286424A/en
Publication of JPS61286424A publication Critical patent/JPS61286424A/en
Publication of JPH0575856B2 publication Critical patent/JPH0575856B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)
  • Filling Or Emptying Of Bunkers, Hoppers, And Tanks (AREA)

Abstract

PURPOSE:To discharge sediment efficiently, by setting a relay sliding cylinder between an outlet for containing a spiral body in and a discharging cylinder, and by arranging sluice valves for opening and closing the outlet and the sliding cylinder respectively. CONSTITUTION:Sediment injected into a sediment injection container 1 through an inlet 2 is conveyed into the rear half section 11a of a sliding cylinder via an induction cylinder 3' through an outlet 3 along with the rotation of a spiral body 4. After that, when a sliding cylinder 11 comes to the advancing limit, then a sluice valve 14a is closed and a sluice valve 14b is closed. After that, along with the backing of the cylinder 11, sediment is conveyed into a discharging cylinder 7 by the sluice valve 14a for reaction, and when the cylinder 11 comes to the backing limit, then the sluice valve 14a is opened and the sluice valve 14b is closed. Furthermore, sediment is conveyed into a conveying pipe body 10 by repeating the advancing and backing of the cylinder 11.

Description

【発明の詳細な説明】 (1)   目    的 本発明は、土砂搬送装置、特に都市下水工事などで地中
管理設の際、切羽によって掘削した土砂を切羽の前進に
対応させて地上に搬出させるに適した土砂搬送装置に関
するものである。
[Detailed Description of the Invention] (1) Purpose The present invention is an earth and sand conveying device, in particular, for transporting earth and sand excavated by a face to the surface in response to the advancement of the face during underground management construction such as urban sewage construction. The present invention relates to an earth and sand conveying device suitable for

切羽の前進に対応させて土砂を地上に搬出する作業は、
その作業空間が狭隘であるのに加えて作業条件も劣悪で
あるため、作業能率、安全性、装置の小型化などの面か
ら、新しい搬出装置の開発が要望されている。
The work of transporting earth and sand to the ground in response to the advancement of the face is
Since the working space is narrow and the working conditions are poor, there is a demand for the development of a new unloading device from the viewpoints of work efficiency, safety, and miniaturization of the device.

従来、下水道築造の際の土砂などを鋼管で搬送するにつ
いては、泥水ポンプによる流体輸送が大半であり、施工
条件が整えばピストンで直接圧送するという方法も採ら
れていた。
Traditionally, when constructing sewers, soil and other materials were mostly transported using steel pipes using mud pumps, and if the construction conditions were right, direct pumping using pistons was also used.

流体輸送は輸送能率そのものにおいては極めて優れてい
るものの、排出した泥水の固液分離が必要であり、著る
しく大型の装置と高額の処理費用を要し、礫などの固形
物が多い場合は搬送そのものに困難が伴なうという欠点
がある。
Although fluid transport is extremely efficient in terms of transport efficiency, it requires solid-liquid separation of the discharged muddy water, which requires significantly large equipment and high processing costs. The drawback is that transportation itself is difficult.

他方、ピストンで直接圧送する方法においては、土砂を
そのままの状態で搬送できるのが最大の利点であるが、
しかし従来のピストン圧送の装置は、土砂を圧送する油
圧シリンダーが土砂を取り込むのと同一の鋼管またはそ
の延長線上に直列して設けられているため、種々の難点
がある。第1Bc1土砂が油圧シリンダ一部分へ直接触
れないようにシール部を厳重にしなければならず、また
、ピストンの負圧によって圧送用管体内へ土砂を取り込
むため、ピストンをはじめ各種仕切弁の機密性を高める
必要があり、それらの部分の機構が複雑化して高価とな
り、維持費も高くつく。第2に、土砂圧送用管体の延長
線上番こ直列して油圧シリンダーが存在するため、狭隘
な作業空間では配管途中で中継加圧する装置を設けるこ
とが困難である。
On the other hand, the biggest advantage of the method of direct pressure feeding with a piston is that the earth and sand can be transported as is.
However, conventional piston pumping devices have various drawbacks because the hydraulic cylinder that pumps the earth and sand is installed in series on the same steel pipe that takes in the earth and sand, or on its extension. The seal must be made very tight to prevent the 1st Bc1 earth and sand from directly touching a part of the hydraulic cylinder, and since the negative pressure of the piston draws earth and sand into the pressure-feeding tube, the airtightness of the piston and various gate valves must be ensured. The mechanism of these parts becomes complicated and expensive, and maintenance costs are also high. Secondly, since there are hydraulic cylinders in series on the extension line of the earth and sand pumping pipe, it is difficult to provide a relay pressurizing device in the middle of the pipe in a narrow work space.

このように配管途中で中継加圧が行えない結果として、
第3に、延長距離分の管内抵抗に打ち勝つよう先端切羽
部に大容量の油圧装置を組込まなければならず、装置全
体が大型化する。
As a result of not being able to perform relay pressurization in the middle of the piping,
Thirdly, a large-capacity hydraulic system must be built into the tip face in order to overcome the resistance within the pipe due to the extended distance, which increases the size of the entire system.

本発明の目的は、油圧ピストンを使用した上記従来の土
砂搬送装置における欠点を解消し、狭隘な作業空間であ
る地下切羽からの掘削土砂を納率良く且つ安全に排出し
得る搬送装置を提供することにある。
An object of the present invention is to eliminate the drawbacks of the above-mentioned conventional earth and sand conveying apparatus using a hydraulic piston, and to provide a conveying apparatus that can safely discharge excavated earth and sand from an underground face, which is a narrow working space, with a high delivery rate. There is a particular thing.

(2)構 成 本発明に係る土砂搬送装置では、土砂投入函内において
その投入口より前方の円筒状送出口内に達する螺旋体を
内装させて螺旋繰出機構を構成し、上記円筒状送出口を
開閉させる仕切弁を附設すると共にその前方に誘導用筒
体を導出させ、該誘導用筒体の前方より後記中継用摺動
筒体を介して対向する排出用筒体を固定体に支承させ、
上記誘導用筒体と排出用筒体との対向面間において往復
運動機関の作動に従い前進後退する移動体を介在させ、
後半部が誘導用筒体と摺動自在に嵌合すると共に前半部
が排出用筒体と摺動自在に嵌合する中継用摺動筒体を移
動体に支承させると共に該中継用摺動筒体を開閉させる
仕切弁を附設し、移動体のほぼ後退限において中継用摺
動筒体が閉塞すると共に円筒状送出口が開放されて移動
体の前進中もその状態が持続され、また、移動体のほぼ
前進限において中継用摺動筒体が開放されると共に円筒
状送出口が閉塞して移動体の前進中もその状態が持続さ
れるよう、各仕切弁の駆動機関を移動体の往復運動機関
と連動させたことにより、移動体の前進中において円筒
状送出口より誘導用筒体を介して中継用摺動筒後半部内
に圧入された土砂が、移動体の後退中において中継用摺
動体前半部内へ押し進められ更に排出用筒体内より前方
へ押し出されるよう構成せられている。
(2) Structure In the earth and sand conveying device according to the present invention, a spiral body is installed inside the earth and sand input box and reaches the cylindrical outlet in front of the input port to constitute a spiral delivery mechanism, and the spiral body is configured to open and close the cylindrical outlet. At the same time, a guide cylinder is led out in front of the gate valve, and a discharge cylinder facing from the front of the guide cylinder through a relay sliding cylinder described later is supported on a fixed body,
A moving body that moves forward and backward according to the operation of the reciprocating engine is interposed between the opposing surfaces of the guiding cylinder and the discharging cylinder,
A relay sliding cylinder whose rear half is slidably fitted to the guiding cylinder and whose front half is slidably fitted to the discharge cylinder is supported on the movable body, and the relay sliding cylinder is supported on the moving body. A gate valve is attached to open and close the body, and when the moving body is almost at its backward limit, the relay sliding cylinder is closed and the cylindrical outlet is opened, and this state is maintained even while the moving body is moving forward. The driving engine of each gate valve is operated to reciprocate the moving body so that the relay sliding cylinder is opened and the cylindrical outlet is closed at almost the forward limit of the moving body, and this state is maintained even while the moving body is moving forward. By linking with the motion engine, the earth and sand that is forced into the rear half of the relay sliding tube from the cylindrical outlet through the guiding cylinder while the moving body is moving forward is transferred to the relay sliding tube while the moving body is retreating. It is configured to be pushed into the front half of the moving body and further pushed forward from inside the discharge cylinder.

以下実施例の図面に従って説明すると、1は鋼板製の土
砂投入函であって、上部には投入口2を開口させ、前方
には細管製の円筒状送出口3を開口させ、その前方には
mqit詔の粱道用簡槍3Iル道出させる。土砂投入函
1の内部には投入口2の直下より円筒状送出口3内に達
する螺旋体4を横設させて螺旋繰出機構5を構成する。
The following description will be given according to the drawings of the embodiment. Reference numeral 1 denotes an earth and sand inlet box made of a steel plate, in which an inlet 2 is opened at the top, a cylindrical outlet 3 made of a thin tube is opened at the front, and a cylindrical outlet 3 made of a thin tube is opened at the front. The mqit edict's simple spear for the road of 3I is made to appear on the road. Inside the earth and sand input box 1, a spiral body 4 extending from directly below the input port 2 to the inside of the cylindrical outlet 3 is disposed horizontally to form a spiral delivery mechanism 5.

6は螺旋体4を所定方向に回転させるための原動機であ
って、例えば油圧モーターが使用される。7は細管製の
排出用筒体であって、前記誘導用筒体3Iの前方より所
定の間隔を隔てて対向するよう固定体8上に支承される
。該固定体8は後方へ水平に延長されて前記螺旋繰出機
構5の台座をも兼ね、誘導用筒体3tと排出用筒体7と
の対向面間の間隔を一定に保たせると共に後記移動体9
が前進後退する際のガイドレールの役割を果すものであ
る。10は排出用筒体の前端開口部に連結されて所定の
排出場所まで延長される搬送用鋼管である。11は細管
製の中継用摺動筒体であって、後半部11aが誘導用筒
体3′と摺動自在に嵌合し前半部11bが排出用筒体7
と摺動自在に嵌合するのであるが、土砂の流通を一層円
滑ならしめるために、後半部11aの内周を誘導用筒体
3Iの外周に滑合させ、前半部11bの外周を排出用筒
体7の内周に滑合させることが望ましい。12は各嵌合
面に装着された弾性体パツキンであって、例えばピスト
ンリングのような材質で作られる。前記移動体9は誘導
用筒体3/と排出用筒体7との対向面間において中継用
摺動筒体11を支承し、固定体8をガイドレールとして
前後に摺動するものである。13は移動体9を前進後退
させるための往復運動機関であって、例えば油圧シリン
ダーや水圧シリンダー等が好適である。14aは円筒状
送出口3の前端部近くに附設せられた仕切弁であって、
該送出口3と誘導用筒体3Iとの導通状態を制御する。
Reference numeral 6 denotes a prime mover for rotating the spiral body 4 in a predetermined direction, and a hydraulic motor is used, for example. Reference numeral 7 denotes a discharge cylinder made of a thin tube, which is supported on the fixed body 8 so as to face the guide cylinder 3I at a predetermined distance from the front. The fixed body 8 extends horizontally rearward and also serves as a pedestal for the spiral feeding mechanism 5, and maintains a constant distance between the facing surfaces of the guiding cylinder 3t and the discharging cylinder 7, as well as the moving body described later. 9
This serves as a guide rail when moving forward and backward. Reference numeral 10 denotes a conveying steel pipe connected to the front end opening of the discharge cylinder and extended to a predetermined discharge location. Reference numeral 11 denotes a relay sliding cylinder made of a thin tube, in which the rear half 11a is slidably fitted to the guide cylinder 3', and the front half 11b is fitted to the discharge cylinder 7.
However, in order to make the flow of earth and sand even smoother, the inner periphery of the rear half 11a is slidably fitted to the outer periphery of the guiding cylinder 3I, and the outer periphery of the front half 11b is fitted to the outer periphery of the guiding cylinder 3I. It is preferable that the inner circumference of the cylindrical body 7 be slidably fitted. Reference numeral 12 denotes an elastic gasket attached to each fitting surface, and is made of a material such as a piston ring. The movable body 9 supports a relay sliding cylinder 11 between opposing surfaces of the guiding cylinder 3/ and the discharge cylinder 7, and slides back and forth using the fixed body 8 as a guide rail. Reference numeral 13 denotes a reciprocating engine for moving the movable body 9 forward and backward, and is preferably a hydraulic cylinder or a hydraulic cylinder, for example. 14a is a gate valve attached near the front end of the cylindrical outlet 3,
The electrical connection state between the outlet 3 and the guiding cylinder 3I is controlled.

14bは中継用摺動筒体11の中央部に附設せられた仕
切弁であって、該摺動筒体の後半部11a内と前半部f
ib内の導通状態を制御する。15aは一方の仕切弁1
4λを開閉作動させるための駆動機関、15aは他方の
仕切弁14bを開閉作動させるための駆動機関であって
、例えば油圧シリンダーやスクリュージヤツキ等が好適
である。
Reference numeral 14b denotes a gate valve attached to the center of the relay sliding cylinder 11, and the inside of the rear half 11a and the front half f of the sliding cylinder.
Controls the conduction state within ib. 15a is one gate valve 1
The driving engine 15a is a driving engine for opening and closing the gate valve 14b, and is preferably a hydraulic cylinder, a screw jack, or the like.

そして第5図に見られるような油圧回路により往復運動
機関13の作動と連動して交互に作動することにより、
各仕切弁14a、  14bを交互に開閉作動させるの
である。更に詳しく説明すれば、往復運動機関13が伸
張方向に駆動して移動体9と共に中継用摺動筒体11が
ほぼ前進限に達した時点で一方の仕切弁14aが閉作動
すると共に他方の仕切弁14bが開作動し、これら両仕
切弁の関係状態は、往復駆動機関13の駆動が収縮方向
に転じて移動体すと共に中継用摺動筒体11が後退しつ
つある間も、そのまま持続される。そして移動体9と共
に中継用摺動筒体11がほぼ後退限に達した時点で一方
の仕切弁14aが開作動すると共に他方の仕切弁14b
が閉作動し、これら両仕切弁の関係状態は、往復駆動機
関13の駆動が伸張方向に転じて移動体9と共に中継用
摺動筒体11が前進しつつある間も、そのまま持続され
る。16は排出用筒体7の筒壁上面に附設せられたエア
ーブリーザ−である。
Then, by alternately operating in conjunction with the operation of the reciprocating engine 13 by a hydraulic circuit as shown in FIG.
Each gate valve 14a, 14b is opened and closed alternately. More specifically, when the reciprocating engine 13 is driven in the extension direction and the relay sliding cylinder 11 together with the movable body 9 reaches almost its forward limit, one gate valve 14a is closed and the other gate valve is closed. The valve 14b is opened, and the relationship between the two gate valves is maintained as it is even while the drive of the reciprocating drive engine 13 changes to the contraction direction and the relay sliding cylinder 11 is retracting as the moving body moves. Ru. Then, when the relay sliding cylinder 11 reaches almost the retreat limit together with the movable body 9, one gate valve 14a is opened and the other gate valve 14b is opened.
is closed, and the relationship between the two gate valves is maintained as it is even while the drive of the reciprocating drive engine 13 is changed to the extension direction and the relay sliding cylinder 11 is moving forward together with the movable body 9. Reference numeral 16 denotes an air breather attached to the upper surface of the cylinder wall of the discharge cylinder 7.

次に本発明装置の作動態様を第6図の(A)ないし[H
]に従って説明すると、移動体9と共に中継用摺動筒体
11が後退限にある[A1図において、一方の仕切弁1
4aは開作動し他方の仕切弁14bは閉作動の状態にあ
り、投入口2より土砂投入函1内へ投入せられた土砂は
、原動機6の駆動に伴なう螺旋体4の回転により円筒状
送出口3より誘導用筒体31内へ圧入される。両仕切弁
14為。
Next, the operating mode of the device of the present invention is shown in Fig. 6 (A) to [H
], the relay sliding cylinder 11 is at the retreat limit together with the movable body 9 [In Fig. A1, one of the gate valves 1
4a is open, and the other gate valve 14b is closed, and the soil thrown into the earth and sand input box 1 from the input port 2 is formed into a cylindrical shape by the rotation of the spiral body 4 as the prime mover 6 is driven. It is press-fitted into the guiding cylinder 31 through the outlet 3. Double gate valve 14.

14bの上記関係状態が持続されたtt、移動体9と共
に中継用摺動筒体11がC11図のように矢示方向へ前
進し始めると、該摺動筒体11の前進に伴ない誘導用筒
体3/内の土砂は漸次摺動筒体後半部11a内へ移送さ
れる。移動体9と共に中継用摺動筒体11が前進限に達
した[01図において、一方の仕切弁14aが閉作動す
ると共に他方の仕切弁14bが開作動に転じる。両仕切
弁14λ、14bの上記関係状態が持続されたまま、移
動体9と共に中継用摺動筒体11が[D]図のように矢
示方向へ後退し始めると、該摺動筒体11の後退に伴な
い仕切弁14aを反力として、摺動筒体後半部11λ内
の土砂が前半部11b内へ圧送され、更に排出用筒体7
内へと順次移送される。そして移動体9と共に中継用摺
動筒体11が後退限に達すれば[F−]図のように、一
方の仕切弁14aが開作動に転すると共に他方の仕切弁
14bが閉作動に転じた状態となる。
At tt when the above relationship state of 14b is maintained, when the relay sliding cylinder 11 starts to move forward in the direction of the arrow as shown in Fig. C11 together with the moving body 9, as the sliding cylinder 11 moves forward, the guidance The earth and sand inside the cylinder 3/ is gradually transferred into the rear half 11a of the sliding cylinder. The relay sliding cylinder 11 reaches its forward limit together with the movable body 9. In FIG. 01, one gate valve 14a closes and the other gate valve 14b switches to open. While the above relationship between the gate valves 14λ and 14b is maintained, when the relay sliding cylinder 11 starts to retreat together with the moving body 9 in the direction of the arrow as shown in the figure [D], the sliding cylinder 11 As the slide cylinder 7 moves backward, the gate valve 14a acts as a reaction force, and the earth and sand in the rear half 11λ of the sliding cylinder is forced into the front half 11b, and then the discharge cylinder 7
They are sequentially transferred to the inside. When the relay sliding cylinder 11 reaches the retraction limit together with the moving body 9, one gate valve 14a changes to the opening operation and the other gate valve 14b changes to the closing operation, as shown in the figure [F-]. state.

両仕切弁14@、  14bの関係状態が持続されたま
ま、移動体9と共に中継用摺動筒体11がCF]図のよ
うに矢示方向へ前進し始めると、その前進の進行と共に
摺動筒体後半部11&内が真空状態となるが、円筒状送
出口3内より送出されてくる土砂が該後半部11λ内へ
充填されるのである。移動体9と共に中継用摺動筒体1
1が前進限に達した[G3図において、一方の仕切弁1
4aが閉作動すると共に他方の仕切弁14bが開作動に
転じる。両仕切弁14a、14bの上記関係状態が持続
されたまま、移動体9と共に中継用摺動筒体11が[H
]図のように矢示方向へ後退し始めると、該摺動筒体1
1の後退に伴ない仕切弁14@を反力として、摺動筒体
11内の土砂が排出用筒体7内の土砂を前方へ押し出し
、搬送用管体10内へと移送させる。
While the relationship between the two gate valves 14 @ and 14 b is maintained, the relay sliding cylinder 11 together with the movable body 9 begins to move forward in the direction of the arrow CF] as shown in the figure, and as the forward movement progresses, the relay sliding cylinder 11 begins to slide. Although the inside of the rear half 11& of the cylindrical body is in a vacuum state, the earth and sand sent out from the inside of the cylindrical outlet 3 is filled into the rear half 11λ. Relay sliding cylinder 1 together with moving body 9
1 has reached its forward limit [In Figure G3, one gate valve 1
4a is closed, and the other gate valve 14b is opened. While the above-mentioned relationship between the gate valves 14a and 14b is maintained, the relay sliding cylinder 11 moves to [H] together with the moving body 9.
] When it starts to retreat in the direction of the arrow as shown in the figure, the sliding cylinder 1
1, the gate valve 14@ acts as a reaction force, and the earth and sand in the sliding cylinder 11 pushes the earth and sand in the discharge cylinder 7 forward, and transfers it into the conveyance pipe 10.

油圧回路を切換弁で自動制御することによって上述の作
動を反復させれば、土砂は搬送用管体10により所定の
排出場所まで連続的に搬送されることになる。
If the above-mentioned operation is repeated by automatically controlling the hydraulic circuit with a switching valve, the earth and sand will be continuously transported by the transport pipe 10 to a predetermined discharge location.

なお、本発明装置の実施に当っては、注水装置、滑剤注
入装置、礫破砕装置等を投入口2に附設することが望ま
しい。
In implementing the device of the present invention, it is desirable to attach a water injection device, a lubricant injection device, a gravel crushing device, etc. to the input port 2.

(3)効 果 本発明土砂搬送装置による効果は次の通りである。第1
に、油圧シリンダー等の往復運動機関13を搬送管路か
ら分離した構造であるため、管路内に狭隘部が一切なく
、従って土砂の閉塞を生じ難く、礫などの固形物から、
含水率の高い土砂まで、土質の性状を問わず搬送対象と
することができる。
(3) Effects The effects of the earth and sand conveying device of the present invention are as follows. 1st
In addition, since the reciprocating engine 13 such as a hydraulic cylinder is separated from the conveying pipe, there are no narrow parts in the pipe, and therefore it is difficult to cause blockage of earth and sand, and it is possible to remove solids such as gravel.
Even earth and sand with high moisture content can be transported regardless of soil properties.

第2に、土砂送出機関として螺旋繰出機構5を用いたた
め、搬送管路を構成する各筒体摺動部の機密性を保持す
る必要が殆んどなく、装置が簡潔で小型化し得られ、狭
隘な作業空間にも設置できる。
Secondly, since the spiral feeding mechanism 5 is used as the earth and sand sending mechanism, there is almost no need to maintain the confidentiality of each cylindrical sliding part that makes up the conveyance pipe, and the device can be made simple and compact. Can be installed even in narrow work spaces.

第3に、土砂を一直線上で圧送する態様であるため、搬
送管路途中の任意の箇所に同一装置を複数連結でき、搬
送距離を自在に変えることができる。
Thirdly, since the earth and sand are pumped in a straight line, a plurality of the same devices can be connected at any point along the conveyance pipe, and the conveyance distance can be freely changed.

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

第1図は本発明装置の側面図、第2図は本発明装置の平
面図、第3図は本発明装置における本発明装置における
筒体嵌合部の断面拡大図、第4図は本発明装置における
仕切弁附設部の断面拡大図であって、[A]は駆動機関
に油圧シリンダーを用いた事例、[B]は駆動機関にス
クリュージヤツキを用いた事例を示す。第5図は本発明
装置における油圧回路図、第6図の[A]ないし[H]
は本発明装置の作動態様を示した説明図である。 1・・・土砂投入函、2・・・投入口、3・・・円筒状
送出口、3/・・・誘導用筒体、4・・・螺旋体、5・
・・螺旋繰出機構、7・・・排出用筒体、8・・・固定
体、9・・・移動体、11・・・中継用摺動筒体、11
@・・・後半部、11b・・・前半部、13・・・往復
運動機関、142・・・仕切弁、14b・・・仕切弁、
xd・・・駆動機関、15b・・・駆動機関。
FIG. 1 is a side view of the device of the present invention, FIG. 2 is a plan view of the device of the present invention, FIG. 3 is an enlarged cross-sectional view of the cylindrical body fitting part of the device of the present invention, and FIG. 4 is a diagram of the device of the present invention. It is an enlarged cross-sectional view of the gate valve attachment part of the device, [A] shows an example in which a hydraulic cylinder is used as the drive engine, and [B] shows an example in which a screw jack is used in the drive engine. Figure 5 is a hydraulic circuit diagram of the device of the present invention, and [A] to [H] in Figure 6.
FIG. 2 is an explanatory diagram showing the operating mode of the device of the present invention. DESCRIPTION OF SYMBOLS 1... Sediment input box, 2... Input port, 3... Cylindrical outlet, 3/... Guidance cylinder, 4... Spiral body, 5...
... Spiral feeding mechanism, 7... Discharge tube, 8... Fixed body, 9... Moving body, 11... Relay sliding tube, 11
@... Second half, 11b... First half, 13... Reciprocating engine, 142... Gate valve, 14b... Gate valve,
xd... Drive engine, 15b... Drive engine.

Claims (1)

【特許請求の範囲】[Claims] 土砂投入函(1)内においてその投入口(2)より前方
の円筒状送出口(3)内に達する螺旋体(4)を内装さ
せて螺旋繰出機構(5)を構成し、上記円筒状送出口(
3)を開閉させる仕切弁(14a)を附設すると共にそ
の前方に誘導用筒体(3)′を導出させ、該誘導用筒体
(3)′の前方より後記中継用摺動筒体(11)を介し
て対向する排出用筒体(7)を固定体(8)に支承させ
、上記誘導用筒体(3)′と排出用筒体(7)との対向
面間において往復運動機関(13)の作動に従い前進後
退する移動体(9)を介在させ、後半部(11a)が誘
導用筒体(3)′と摺動自在に嵌合すると共に前半部(
11b)が排出用筒体(7)と摺動自在に嵌合する中継
用摺動筒体(11)を移動体(9)に支承させると共に
該中継用摺動筒体(11)を開閉させる仕切弁(14b
)を附設し、移動体(9)のほぼ後退限において中継用
摺動筒体(11)が閉塞すると共に円筒状送出口(3)
が開放されて移動体(9)の前進中もその状態が持続さ
れ、また、移動体(9)のほぼ前進限において中継用摺
動筒体(11)が開放されると共に円筒状送出口(3)
が閉塞して移動体(9)の前進中もその状態が持続され
るよう、各仕切弁(14a)(14b)の駆動機関(1
5a)(15b)を移動体(9)の往復運動機関(13
)と連動させたことを特徴とする土砂搬送装置。
A spiral body (4) that reaches into the cylindrical outlet (3) in front of the inlet (2) of the earth and sand input box (1) is installed inside the earth and sand input box (1) to constitute a helical dispensing mechanism (5). (
3) A gate valve (14a) for opening and closing is attached, and a guiding cylinder (3)' is led out in front of the gate valve (14a), and a relay sliding cylinder (11), which will be described later, is guided from the front of the guiding cylinder (3)'. ) is supported on the fixed body (8), and a reciprocating engine ( A movable body (9) that moves forward and backward according to the operation of 13) is interposed, and the rear half (11a) is slidably fitted to the guiding cylinder (3)', and the front half (11a) is slidably fitted to the guiding cylinder (3)'.
11b) supports the relay sliding cylinder (11) which is slidably fitted to the discharge cylinder (7) on the movable body (9) and opens and closes the relay sliding cylinder (11). Gate valve (14b
), the relay sliding cylinder (11) is closed almost at the backward limit of the moving body (9), and the cylindrical outlet (3) is closed.
is opened and this state is maintained even while the moving body (9) is moving forward, and when the moving body (9) is at almost the forward limit, the relay sliding cylinder (11) is opened and the cylindrical outlet ( 3)
The driving engine (1
5a) (15b) as the reciprocating engine (13) of the moving body (9).
).
JP12935485A 1985-06-13 1985-06-13 Sediment conveyor Granted JPS61286424A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12935485A JPS61286424A (en) 1985-06-13 1985-06-13 Sediment conveyor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12935485A JPS61286424A (en) 1985-06-13 1985-06-13 Sediment conveyor

Publications (2)

Publication Number Publication Date
JPS61286424A true JPS61286424A (en) 1986-12-17
JPH0575856B2 JPH0575856B2 (en) 1993-10-21

Family

ID=15007525

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12935485A Granted JPS61286424A (en) 1985-06-13 1985-06-13 Sediment conveyor

Country Status (1)

Country Link
JP (1) JPS61286424A (en)

Also Published As

Publication number Publication date
JPH0575856B2 (en) 1993-10-21

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