JPH0575856B2 - - Google Patents

Info

Publication number
JPH0575856B2
JPH0575856B2 JP12935485A JP12935485A JPH0575856B2 JP H0575856 B2 JPH0575856 B2 JP H0575856B2 JP 12935485 A JP12935485 A JP 12935485A JP 12935485 A JP12935485 A JP 12935485A JP H0575856 B2 JPH0575856 B2 JP H0575856B2
Authority
JP
Japan
Prior art keywords
cylinder
gate valve
sliding cylinder
relay
earth
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
JP12935485A
Other languages
Japanese (ja)
Other versions
JPS61286424A (en
Inventor
Hitoshi Tokunaga
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 Manufacturing Co Ltd
Original Assignee
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 Manufacturing Co Ltd filed Critical Tsurumi Manufacturing Co Ltd
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

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
どで地中管埋設の際、切羽によつて掘削した土砂
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, a device for transporting earth and sand excavated by a face when burying underground pipes in urban sewage works, etc., to the ground in accordance with the advancement of the face. The present invention relates to an earth and sand conveying device suitable for transporting soil.

切羽の前進に対応させて土砂を地上に搬出する
作業は、その作業空間が狭溢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 not only confined to a narrow working space but also has poor working conditions. , there is a demand for the development of a new unloading 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
1に、土砂が油圧シリンダー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つ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に直列して油圧
シリンダーが存在するため、狭溢な作業空間では
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。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。
On the other hand, the biggest advantage of the method of direct pumping with a piston is that it can transport the earth and sand as is. Because they are installed in series on steel pipes or their extensions, there are various difficulties. First, the seals must be made very tight to prevent dirt from coming into direct contact with the hydraulic cylinder.Also, since the negative pressure of the piston draws dirt into the pressure-feeding pipe, various gate valves including the piston must be sealed. It is necessary to increase the confidentiality of the information, and the mechanisms of those parts become complicated and expensive, and maintenance costs are also high. Second, since a hydraulic cylinder exists 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. As a result of not being able to perform relay pressurization in the middle of the pipe, 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、狭溢
な作業空間である地下切羽からの掘削土砂を能率
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 efficiently and safely discharge excavated earth and sand from an underground face, which is a narrow working space. 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筒体前
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 guided out in front of the gate valve, and a discharge cylinder facing from the front of the guide cylinder via a relay sliding cylinder described later is supported on a fixed body, and the above-mentioned A movable body that moves forward and backward according to the operation of the reciprocating engine is interposed between the facing surfaces of the guiding cylinder and the discharge cylinder, so that the rear half is slidably fitted to the guiding cylinder and the front half is discharged. A relay sliding cylinder, which is slidably fitted to the relay cylinder, is supported on the moving body, and a gate valve is attached to open and close the relay sliding cylinder, so that the relay sliding cylinder is slidably fitted to the moving body, and a gate valve is installed to open and close the relay sliding cylinder. When the moving cylinder is closed, the cylindrical delivery port is opened, and this state is maintained even while the moving body is moving forward, and when the moving body is almost at its forward movement limit, the relay sliding cylinder is opened and the cylindrical delivery port is opened. By linking the driving engine of each gate valve with the reciprocating engine of the moving body so that the outlet is closed and this state is maintained even while the moving body is moving forward, the cylindrical outlet is closed while the moving body is moving forward. Structured so that earth and sand press-fitted into the rear half of the relay sliding cylinder via the guiding cylinder is pushed into the front half of the relay sliding cylinder and further pushed forward from the discharge cylinder while the moving body is retreating. I am forced to do so.

以下実施例の図面に従つて説明すると、1は鋼
板製の土砂投入函であつて、上部には投入口2を
開口させ、前方には鋼管製の円筒状送出口3を開
口させ、その前方には鋼管製の誘導用筒体3′を
導出させる。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。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つ
て、例えば油圧モーターが使用される。7は鋼管
製の排出用筒体であつて、前記誘導用筒体3′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3′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。1
1は鋼管製の中継用摺動筒体であつて、後半部1
1a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3′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つて、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
往復運動機関であつて、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
つて、該送出口3と誘導用筒体3′との導通状態
を制御する。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つて、該摺動筒体の
後半部11a内と前半部11b内の導通状態を制
御する。15aは一方の仕切弁14aを開閉作動
させるための駆動機関、15bは他方の仕切弁1
4bを開閉作動させるための駆動機関であつて、
例えば油圧シリンダーやスクリユージヤツキ等が
好適である。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,14
b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9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ーである。
Referring to the drawings of the embodiment, reference numeral 1 denotes an earth and sand input box made of a steel plate, with an input port 2 opened at the top and a cylindrical outlet 3 made of steel pipe opened at the front. In this step, a guiding cylinder 3' made of steel pipe is led out. 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. 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 steel pipe, which is supported on a fixed body 8 so as to face the guide cylinder 3' 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 3' and the discharging cylinder 7, as well as the movement described later. This serves as a guide rail when the body 9 moves 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. 1
1 is a relay sliding cylinder made of steel pipe, and the rear half 1
1a is slidably fitted into the guiding cylinder 3', and the front half 11b is slidably fitted into the discharge cylinder 7. In order to make the flow of earth and sand even smoother, the rear half 11b is slidably fitted into the guiding cylinder 3'. 11a is slid onto the outer periphery of the guiding cylinder 3', and the outer periphery of the front half 11b is connected to the discharge cylinder 7.
It is desirable to have a sliding fit on the inner periphery of the 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. Reference numeral 14a is a gate valve attached near the front end of the cylindrical outlet 3, and controls the state of conduction between the outlet 3 and the guiding cylinder 3'. Reference numeral 14b is a gate valve attached to the center of the relay sliding cylinder 11, and controls the conduction state between the rear half 11a and the front half 11b of the sliding cylinder. 15a is a drive engine for opening and closing one gate valve 14a, and 15b is the other gate valve 1.
A drive engine for opening and closing 4b,
For example, a hydraulic cylinder or screw jack is suitable. Each gate valve 14a, 14 is operated alternately in conjunction with the operation of the reciprocating engine 13 by a hydraulic circuit as shown in FIG.
b are 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 these two gate valves is maintained as it is even while the drive of the reciprocating drive engine 13 is turned to the contraction direction and the relay sliding cylinder 11 is retreating together with the movable body 9. Ru. Then, together with the moving body 9, the relay sliding cylinder 11
When the valve reaches almost the retraction limit, one of the gate valves 14a
is opened and the other gate valve 14b is closed, and the relationship between these two gate valves is such that the drive of the reciprocating drive engine 13 is changed to the extension direction and the relay sliding cylinder 11 moves forward together with the movable body 9. It will continue as it is even while it is in progress. 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に従つて説明すると、移動体9と共に中継用摺
動筒体11が後退限にあるA図において、一方の
仕切弁14a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3′内へ圧入される。両仕切弁14a,14
b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B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内へ圧送される。移動体9と共に中継用摺
動筒体11が前進限に達したC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14a,14
b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1
1a内の土砂が前半部11b内へ圧送され、更に
排出用筒体7内へと順次移送させる。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E図のように、一方の仕切弁14aが開作動に
転ずると共に他方の仕切弁14bが閉作動に転じ
た状態となる。両仕切弁14a,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F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11a
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11a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11
が前進限に達したG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11の後退に伴ない仕切弁1
4a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。
Next, the operating mode of the device of the present invention will be explained according to A to H in FIG. 6. In FIG. However, the other gate valve 14b is in a closed state, and the earth and sand thrown into the earth and sand input box 1 from the input port 2 is transferred from the cylindrical outlet 3 by the rotation of the spiral body 4 as the prime mover 6 is driven. It is press-fitted into the guiding cylinder 3'. Both gate valves 14a, 14
When the relay sliding cylinder 11 starts moving forward in the direction of the arrow as shown in Fig. B with the moving body 9 while the above-mentioned relationship state b is maintained, as the sliding cylinder 11 moves forward, the guiding sliding cylinder 11 moves forward. The earth and sand within the cylinder 3' is gradually forced into the rear half 11a of the sliding cylinder. In Figure C, in which the relay sliding cylinder 11 reaches its forward limit together with the movable body 9, one gate valve 14a closes and the other gate valve 14b switches to open. Both gate valves 14a, 14
When the relay sliding cylinder 11 starts to retreat in the direction of the arrow as shown in Fig. D with the moving body 9 maintaining the above-mentioned relationship state b, as the sliding cylinder 11 moves back, the gate valve 14a as a reaction force, the sliding cylinder rear half 1
The earth and sand in 1a is forced into the front half 11b, and is then sequentially transferred into the discharge cylinder 7. When the relay sliding cylinder 11 reaches the retreat limit together with the movable body 9, one gate valve 14a changes to open operation, and the other gate valve 14b changes to close operation, as shown in Fig. E. While the relationship between the gate valves 14a and 14b is maintained, when the relay sliding cylinder 11 begins to move forward together with the moving body 9 in the direction of the arrow as shown in Fig. F, as the forward movement progresses, the sliding cylinder 11 moves forward. Second half 11a
Although the inside is in a vacuum state, the earth and sand sent out from the inside of the cylindrical outlet 3 fills the inside of the rear half 11a. Relay sliding cylinder 11 together with moving body 9
In diagram G, when the gate valve 1 has reached its forward limit, one gate valve 1
4a is closed, and the other gate valve 14b is opened. While the above relationship between the gate valves 14a 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 Figure H, the sliding cylinder 11 begins to retreat. Gate valve 1
4a as a reaction force, 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 transport pipe 10.

油圧回路を切換弁で自動制御することによつて
上述の作動を反復させれば、土砂は搬送用管体1
0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 transferred to the transport pipe 1.
0, it will be continuously transported to a predetermined discharge location.

なお、本発明装置の実施に当つては、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。
Note that when 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1
3を搬送管路から分離した構造であるため、管路
内に狭溢部が一切なく、従つ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。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、狭溢な作業空間にも設置
できる。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。
(3) Effects The effects of the earth and sand conveying device of the present invention are as follows. First, a reciprocating engine 1 such as a hydraulic cylinder
3 is separated from the conveying pipe, there are no overflows in the pipe, and therefore, it is difficult to cause blockage of soil, and it can handle various soil properties, from solids such as gravel to soil with high moisture content. It can be transported regardless of the location. 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 cramped work spaces. 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
であつて、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ユージヤツキを用
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、11a……後半部、11b……前半部、13
……往復運動機関、14a……仕切弁、14b…
…仕切弁、15a……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. These are enlarged cross-sectional views of the gate valve attachment part of the device, where 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. FIG. 5 is a hydraulic circuit diagram of the device of the present invention, and A to H in FIG. 6 are explanatory diagrams showing the operating mode of the device of the present invention. 1... Sediment input box, 2... Input port, 3... Cylindrical outlet, 3'... Guiding cylinder, 4... Spiral body,
5... Spiral feeding mechanism, 7... Discharge cylinder, 8...
Fixed body, 9... Moving body, 11... Relay sliding cylinder, 11a... Second half, 11b... First half, 13
...Reciprocating engine, 14a...Gate valve, 14b...
...gate valve, 15a...drive engine, 15b...drive engine.

Claims (1)

【特許請求の範囲】[Claims] 1 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、前半部11aが誘導用
筒体3′と摺動自在に嵌合すると共に前半部11
b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15a,
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。
1 A spiral body 4 that reaches into the cylindrical outlet 3 in front of the input port 2 is installed inside the earth and sand input box 1 to constitute a spiral delivery mechanism 5, and a gate valve 14a for opening and closing the cylindrical outlet 3 is attached. At the same time, the guiding cylinder 3' is led out in front of the guiding cylinder 3', and the discharging cylinder 7 facing the guiding cylinder 3' is supported on the fixed body 8 via the relay sliding cylinder 11, which will be described later. ,
A movable body 9 that advances and retreats according to the operation of the reciprocating engine 13 is interposed between the facing surfaces of the guiding cylinder 3' and the discharging cylinder 7, so that the front half 11a can freely slide on the guiding cylinder 3'. and the front half 11
b supports the relay sliding cylinder 11 slidably fitted to the discharge cylinder 7 on the movable body 9, and is attached with a gate valve 14b for opening and closing the relay sliding cylinder 11. At almost the backward limit of the moving body 9, the relay sliding cylinder 11 is closed, and the cylindrical outlet 3 is opened, and this state is maintained even while the moving body 9 is moving forward. The driving engines 15a and 15a of each gate valve 14a and 14b are operated so that the sliding cylinder 11 is opened and the cylindrical outlet 3 is closed and this state is maintained even while the moving body 9 is moving forward.
15b is interlocked with a reciprocating engine 13 of a 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 JPS61286424A (en) 1986-12-17
JPH0575856B2 true 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
JPS61286424A (en) 1986-12-17

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