JPH0745796B2 - Excavator and unloader for earth and sand - Google Patents
Excavator and unloader for earth and sandInfo
- Publication number
- JPH0745796B2 JPH0745796B2 JP1196940A JP19694089A JPH0745796B2 JP H0745796 B2 JPH0745796 B2 JP H0745796B2 JP 1196940 A JP1196940 A JP 1196940A JP 19694089 A JP19694089 A JP 19694089A JP H0745796 B2 JPH0745796 B2 JP H0745796B2
- Authority
- JP
- Japan
- Prior art keywords
- sand
- earth
- propulsion pipe
- pipe
- cylinder
- 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
Links
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Description
【発明の詳細な説明】 (産業上の利用分野) 本発明は推進管の推進時における切羽地山の掘削、及び
搬出装置に係るものである。DETAILED DESCRIPTION OF THE INVENTION (Industrial field of application) The present invention relates to a device for excavating and carrying out a cutting ground when propelling a propulsion pipe.
(従来の技術) 現在使用されている推進管の機械的掘進装置は、管の推
進装置、オーガ回転装置等が同一架台上に設置され、同
回転装置によって管の長手方向に延びる長いスクリユウ
オーガを回転させることによって切羽地山を掘削し、掘
削土を後方に搬送するように構成されている。(Prior Art) A mechanical propulsion device for a propulsion pipe currently in use has a long scribing auger in which a propulsion device for the pipe, an auger rotation device, etc. are installed on the same frame, and the rotation device extends in the longitudinal direction of the pipe. The ground is excavated by rotating the and the excavated soil is conveyed backward.
(発明が解決しようとする課題) 前記従来の装置は、推進管の推進装置、オーガ回転装置
が同一架台上に設置されているため、機械が大型化し、
重量が大となり、構造が複雑になる。(Problems to be solved by the invention) In the conventional device, since the propulsion device for the propulsion pipe and the auger rotation device are installed on the same mount, the machine becomes large,
The weight is large and the structure is complicated.
また土砂の搬出を長尺のスクリユウオーガを回転させて
行なうため、大きな動力と剛強な構造を必要とする。In addition, since the sand is carried out by rotating a long scribing auger, a large amount of power and a rigid structure are required.
更にスクリユウオーガは、土砂運搬用羽根は小さく、回
転軸が大径となっているので、スクリユウオーガに送入
する掘削土砂スペースが小さく、運転時に土砂の封塞を
生起し、効率が悪く、また搬送されるべき礫径が制限さ
れる。In addition, since the blades for carrying sediment are small and the rotating shaft has a large diameter, the drilling sand auger has a small excavating sand space to be sent to the drilling auger, which causes a blockage of the sand during operation, resulting in poor efficiency. Also, the gravel diameter to be transported is limited.
更にまた軟弱地盤における推進管の方向制御が困難であ
る。Furthermore, it is difficult to control the direction of the propulsion pipe in soft ground.
本発明は前記従来技術による問題点を解決するために提
案されたもので、その目的とする処は構造が簡単で土砂
の掘削効率が高く、推進管の方向制御が可能な経済性の
高い土砂の掘削搬出装置を提供する点にある。The present invention has been proposed to solve the above-mentioned problems of the prior art, and the object of the present invention is a structure having a simple structure, high excavation efficiency of earth and sand, and highly economical earth and sand that can control the direction of a propulsion pipe. The point is to provide the excavation and unloading device.
(課題を解決するための手段) 前記の目的を達成するため、本発明に係る土砂の掘削及
び搬出装置は、推進管内に進退動自在に装架され、且つ
前端面が土砂掘削積込用開口部に形成されるとともに、
同開口部に推進管の先端刃口に対するストッパーを具
え、後端面に土砂排出部を有する筒体内に、同筒体の中
心軸に沿って土砂掘削搬送部材を装着するとともに、同
筒体に筒体の走行車輪及び前記土砂掘削搬送部材の駆動
装置を装架して構成されている。(Means for Solving the Problems) In order to achieve the above object, the earth and sand excavating and unloading device according to the present invention is mounted in a propulsion pipe so as to be movable back and forth, and has a front end face for loading and unloading sediment. Formed on the part,
A stopper for the tip edge of the propulsion pipe is provided in the opening, and the earth and sand excavating and conveying member is mounted along the central axis of the cylinder in the cylinder having the earth and sand discharging part on the rear end face, and the cylinder is attached to the cylinder. It is constructed by mounting the traveling wheels of the body and the drive device of the earth and sand excavating and conveying member.
(作用) 本発明は前記したように構成されているので、前記筒体
を推進管内の前端まで移動させ、同推進管の先端刃口に
対するストッパーによる切羽地山の掘削、及び掘削土砂
の積込作業時における筒体の位置決めが行なわれる。(Operation) Since the present invention is configured as described above, the tubular body is moved to the front end in the propulsion pipe, the cutting ground is excavated by the stopper to the tip blade end of the propulsion pipe, and the excavated earth and sand is loaded. The cylinder is positioned during the work.
このように筒体の位置決めを行ったのち、前記筒体に装
架した駆動装置によって前記同筒体の中心軸に沿って装
着された土砂掘削搬送部材と筒体の走行車輪を交互に作
動して切羽地山を掘削するとともに、掘削土砂を筒体内
に前端開口部より積込んだのち、前記筒体を推進管内の
後方に起動さしめ、同筒体内の掘削土を坑外に搬出し、
かくして切羽地山の掘削、筒体内への掘削土の積込と、
同筒体の推進管内における移動を交互に行なうようにし
たことによって同推進管に大規模な土砂掘削排出装置を
装備する必要をなからしめ、推進管全体の軽量化が図ら
れ、推進力が軽減され、また坑外に搬出される土砂は攪
拌されることが少なく、取扱いが容易になる。After positioning the tubular body in this way, the driving device mounted on the tubular body alternately operates the earth and sand excavating and conveying member mounted along the central axis of the tubular body and the traveling wheels of the tubular body. Along with excavating the cut ground, after loading the excavated earth and sand into the cylinder from the front end opening, start the cylinder behind in the propulsion pipe, and carry out the excavated soil in the cylinder outside the mine,
Thus, excavation of Kiriwachiyama, loading of excavated soil into the cylinder,
By alternating the movement of the cylindrical body in the propulsion pipe, it is not necessary to equip the propulsion pipe with a large-scale earth and sand excavating and discharging device, and the weight of the entire propulsion pipe is reduced and the propulsive force is increased. It is reduced, and the earth and sand transported to the outside of the mine is less likely to be agitated, which makes it easier to handle.
更に推進管の先端刃口に対するストッパーを設け、同ス
トッパーによって切羽地山の掘削及び掘削土砂の積込み
作業時における筒体の位置決めが行なわれるようにし、
更に前記掘削搬送部材と筒体の走行車輪を筒体に装架さ
れた駆動装置によって交互に駆動することによって、前
記筒体による切羽地山の掘削及び掘削土砂の積込み、搬
出作業が円滑に行なわれる。また、前記掘削搬送部材の
ヘッドの傾きを調整することによって、推進管の方向制
御が可能となる。Further, a stopper is provided for the tip blade end of the propulsion pipe, and the stopper enables positioning of the cylinder during excavation of the cutting ground and loading of excavated earth and sand,
Further, the excavating and conveying member and the traveling wheels of the tubular body are alternately driven by a driving device mounted on the tubular body, so that the excavation of the cutting ground and the loading and unloading of the excavated earth and sand by the tubular body are smoothly performed. Be done. Further, the direction of the propulsion pipe can be controlled by adjusting the inclination of the head of the excavating and conveying member.
(実施例) 以下本発明を図示の実施例について説明する。(Examples) The present invention will be described below with reference to illustrated examples.
(1)は先端刃口(2)を有する推進管で、発進竪坑内
に設置された管推進装置によって推進されるように構成
されている。(1) is a propulsion pipe having a tip blade (2), and is configured to be propelled by a pipe propulsion device installed in the starting shaft.
前記推進管(1)には前端面が開放され、且つ前端外周
に前記刃口(2)に対するストツパー(3)が配設され
た筒体(4)が進退自在に配設され、同筒体(4)の中
心軸に沿って、前記土砂掘削搬送部材を構成するスクリ
ユウオーガ(5)が装架されている。同スクリユウオー
ガ(5)のオーガシヤフト(6)は二重管に構成され、
外管(6a)には羽根片(7)が支持され、内管(6b)は
切羽の地山崩壊防止用注入材の噴射管兼湧水搬出用内管
として使用され、前記注入材供給ポンプ及び湧水の排水
ポンプに接続され、切替装置によって前記注入材が供給
されたり、湧水を吸引、排除するように構成されてい
る。図中(8)はスクリユウヘツド、(9)は前記筒体
(4)の後端面に設けられた土砂排出口である。A cylindrical body (4) having a front end surface open to the propulsion pipe (1) and a stopper (3) for the blade opening (2) arranged on the outer periphery of the front end is arranged so as to be able to move forward and backward. A scribing auger (5) constituting the earth and sand excavating and conveying member is mounted along the central axis of (4). The oscilloscope (6) of the same screen ogre (5) is composed of a double tube,
The outer pipe (6a) supports the vane piece (7), and the inner pipe (6b) is used as an injection pipe for injection material for preventing ground collapse of the cutting face and as an inner tube for spring water discharge. Also, it is connected to a drainage pump of spring water, and is configured to supply the injection material by a switching device or to suck and remove spring water. In the figure, (8) is a screw head, and (9) is a sediment discharge port provided on the rear end surface of the cylindrical body (4).
更に前記筒体(4)には、油圧モーターまたは電動モー
ター(10)と減速機(11)とよりなる駆動装置が装架さ
れ、同駆動装置によってクラツチの切替え操作で、前記
スクリユウオーガ(6)と、筒体(4)の走行車輪(1
2)とを交互に駆動するようになっている。Further, a drive device including a hydraulic motor or an electric motor (10) and a speed reducer (11) is mounted on the cylindrical body (4), and the drive device is used to switch the clutch to perform the operation of the scribble auger (6). ) And the traveling wheels (1) of the tubular body (4)
2) and are driven alternately.
図中(13)は前記筒体(4)の外周面に配設された補助
車輪、(14)は可撓性気嚢体より構成されたシユーで、
同シユー(14)に接続された圧力流体源より圧力流体を
封入して膨脹させ、推進管(1)の内周面に圧着して切
羽地山の掘削、及び掘削土砂の積込み時における反力を
支持するように構成されている。In the figure, (13) is an auxiliary wheel arranged on the outer peripheral surface of the cylindrical body (4), and (14) is a shoe composed of a flexible air bag body,
A pressure fluid is filled from a pressure fluid source connected to the shoe (14) to expand the pressure fluid, and it is pressure-bonded to the inner peripheral surface of the propulsion pipe (1) to excavate the cutting ground, and the reaction force when the excavated earth and sand are loaded. Is configured to support.
図示の実施例は前記したように構成されているので、前
記モーター(10)によって走行車輪(12)を駆動して、
筒体(4)を推進管(1)の前端まで移動せしめ、筒体
(4)のストツパー(3)が推進管(1)の刃口(2)
と衝接すると、前記シュー(14)に加圧流体を封入して
推進管(1)に圧着せしめる。Since the illustrated embodiment is configured as described above, the traveling wheels (12) are driven by the motor (10),
The tubular body (4) is moved to the front end of the propulsion pipe (1), and the stopper (3) of the tubular body (4) is moved to the blade end (2) of the propulsion pipe (1).
When contacted with, the shoe (14) is filled with a pressurized fluid and pressed against the propulsion pipe (1).
この状態で前記駆動装置によってスクリユウオーガ
(5)を駆動し、切羽地山を掘削して掘削土砂を筒体
(4)に積込む。In this state, the drive mechanism drives the screw-type auger (5) to excavate the cutting ground and load the excavated earth and sand into the tubular body (4).
この際、地山の土質に応じて、前記オーガーシヤフト
(6)の内管(6b)を介して地山崩壊防止用注入材を地
山に注入する。また湧水の生じた場合は、前記内管(6
b)より排除する。At this time, depending on the soil quality of the natural ground, a rock mass collapse preventing injection material is injected into the natural rock via the inner pipe (6b) of the auger shaft (6). In case of spring water, the inner pipe (6
b) Eliminate more.
かくして前記筒体(4)内に掘削土砂を積込んだのち、
前記走行車輪(12)を駆動装置によって駆動して筒体
(4)を推進管(1)内の後方に移動して土砂排出口
(9)より取出し、坑外に排出する。Thus, after loading the excavated earth and sand into the cylindrical body (4),
The traveling wheels (12) are driven by a drive device to move the tubular body (4) rearward in the propulsion pipe (1), take it out from the earth and sand discharge port (9), and discharge it to the outside of the mine.
以下前記の操作を反覆し、切羽地山を掘削し、掘削土砂
を搬出し、推進管(1)を推進する。Hereinafter, the above-mentioned operation is repeated, the ground of cutting face is excavated, the excavated earth and sand are carried out, and the propulsion pipe (1) is propelled.
なお前記スクリユウオーガ(5)のオーガヘツド(8)
の傾きを調整することによって軟弱地盤内の推進時等に
おいて、推進管(1)の方向制御を行なうことができ
る。In addition, the auger head (8) of the above-mentioned screen ogre (5)
The direction of the propulsion pipe (1) can be controlled at the time of propulsion in soft ground by adjusting the inclination of.
(発明の効果) 本発明によれば前記したように、前端面には土砂掘削積
込用開口部が、後端面には土砂排出部が夫々設けられ、
且つ内部に土砂掘削搬送部材が装架された筒体を、推進
管内に進退動自在に装架したことによって、同筒体によ
って推進管の推進とともに、切羽地山の掘削土砂の搬出
を繰返すようにしたので、推進管に大規模な土砂掘削排
出装置を装架する必要がなくなり、推進管全体が軽量と
なり、推進力が小さくて済み、また坑外に搬出する土砂
は攪拌されることが少なく、取扱いが容易になり、更に
推進時における推進管の損傷がなくなる。(Effects of the Invention) According to the present invention, as described above, the front end face is provided with the earth and sand excavation loading opening, and the rear end face is provided with the earth and sand discharge part, respectively.
In addition, by mounting the cylindrical body in which the earth and sand excavating and transporting member is mounted inside the propulsion pipe so that it can be moved back and forth, it is possible to repeatedly propel the propulsion pipe and carry out the excavated earth and sand from the Mt. Therefore, it is not necessary to mount a large-scale earth and sand excavator on the propulsion pipe, the entire propulsion pipe is lightweight, the propulsion force is small, and the sediment carried out to the mine is less likely to be agitated. , Handling is easier, and the propulsion pipe is not damaged during propulsion.
また本発明は、前記筒体の前端部に、推進管の刃口に対
するストッパーを設け、前記筒体による切羽地山の掘
削、及び掘削土砂の積込み作業時における同筒体の位置
決めが行なわれるようにし、また前記土砂掘削排出部材
と筒体の走行車輪を駆動装置によって交互に駆動するこ
とによって、前記筒体による切羽地山の掘削及び掘削土
砂の積込み並に掘削土砂の排出作業が円滑に行なわれる
ものである。Further, according to the present invention, a stopper is provided at the front end of the tubular body for the blade opening of the propulsion pipe, so that the tubular body can be positioned during excavation of the cutting ground by the tubular body and loading of excavated earth and sand. Further, by alternately driving the earth and sand excavating and discharging member and the traveling wheels of the cylindrical body by a driving device, the excavation of the cut face mountain and the loading of the excavated sediment by the cylindrical body and the discharge work of the excavated sediment are smoothly performed. It is what is done.
また前記土砂掘削搬出部材のヘッドの傾きを調整するこ
とによって、推進管の方向制御が可能となる。Further, the direction of the propulsion pipe can be controlled by adjusting the inclination of the head of the earth and sand excavating and carrying out member.
第1図及び第2図は夫々本発明に係る土砂の掘削及び排
出装置の切羽地山の掘削時、並に排土時における状態を
示す縦断面図である。 (1)……推進管、(2)……刃口、(3)……ストッ
パー、(4)……筒体、(5)……スクリユウオーガ、
(6)……オーガシヤフト (6a)……外管、(6b)……内管、(7)……羽根片、
(10)……モーター、(11)……減速機、(12)……走
行車輪。FIG. 1 and FIG. 2 are vertical cross-sectional views showing a state at the time of excavating a cutting ground of the earth and sand excavating and discharging device according to the present invention, and at the same time, at the time of discharging. (1) …… Propulsion pipe, (2) …… Blade, (3) …… Stopper, (4) …… Cylinder, (5) …… Screw Auger,
(6) …… Organic yaft (6a) …… Outer tube, (6b) …… Inner tube, (7) …… Blade piece,
(10) …… Motor, (11) …… Reducer, (12) …… Traveling wheels.
Claims (1)
端面が土砂掘削積込用開口部に形成されるとともに、同
開口部に推進管の先端刃口に対するストッパーを具え、
後端面に土砂排出部を有する筒体内に、同筒体の中心軸
に沿って土砂掘削搬送部材を装着するとともに、同筒体
に筒体の走行車輪及び前記土砂掘削搬送部材の駆動装置
を装架してなることを特徴とする土砂の掘削及び搬出装
置。1. A propelling pipe is mounted so as to be able to move back and forth, and a front end face is formed in an opening for loading and unloading earth and sand, and a stopper for a tip blade end of the propulsion pipe is provided in the opening.
A sediment excavation and transport member is mounted along the central axis of the cylinder with a sediment discharge section at the rear end face, and traveling wheels of the cylinder and a drive device for the sediment excavation and transport member are mounted on the cylinder. An earth and sand excavating and unloading device, which is characterized by being erected.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1196940A JPH0745796B2 (en) | 1989-07-31 | 1989-07-31 | Excavator and unloader for earth and sand |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1196940A JPH0745796B2 (en) | 1989-07-31 | 1989-07-31 | Excavator and unloader for earth and sand |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0363397A JPH0363397A (en) | 1991-03-19 |
JPH0745796B2 true JPH0745796B2 (en) | 1995-05-17 |
Family
ID=16366185
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1196940A Expired - Fee Related JPH0745796B2 (en) | 1989-07-31 | 1989-07-31 | Excavator and unloader for earth and sand |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0745796B2 (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100481135B1 (en) * | 2001-12-28 | 2005-04-07 | 비비엠코리아(주) | Mechanical equipment for removing earth inside of steel pipe pile |
KR100538263B1 (en) * | 2002-09-24 | 2005-12-27 | 조용은 | earth and sand rid apparatus for steel pipe pile |
JP6247369B2 (en) * | 2016-11-02 | 2017-12-13 | 株式会社水道技術開発機構 | Drilling equipment |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS523217A (en) * | 1975-06-24 | 1977-01-11 | Himenogumi Kk | Method of and apparatus for laying small diameter pipe extending into ground |
JPS5265924A (en) * | 1975-11-27 | 1977-05-31 | Shingijutsu Kaihatsu Kk | Soil discharging machine for driving method |
JPS6383397A (en) * | 1986-09-26 | 1988-04-14 | 大谷産業株式会社 | Pipe burying propulsion construction method and device |
-
1989
- 1989-07-31 JP JP1196940A patent/JPH0745796B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH0363397A (en) | 1991-03-19 |
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