JPS62164996A - Excavator for tunnel, etc. - Google Patents

Excavator for tunnel, etc.

Info

Publication number
JPS62164996A
JPS62164996A JP21594486A JP21594486A JPS62164996A JP S62164996 A JPS62164996 A JP S62164996A JP 21594486 A JP21594486 A JP 21594486A JP 21594486 A JP21594486 A JP 21594486A JP S62164996 A JPS62164996 A JP S62164996A
Authority
JP
Japan
Prior art keywords
cylindrical
denotes
cylindrical wall
reference numeral
excavated
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.)
Pending
Application number
JP21594486A
Other languages
Japanese (ja)
Inventor
松田 信一
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP21594486A priority Critical patent/JPS62164996A/en
Publication of JPS62164996A publication Critical patent/JPS62164996A/en
Pending legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 この発明は例えはトンネル、上水道、下水道その他の各
種の地下の連続した穴を掘削するのと同時に穴に壁面を
開成して水漏れや土砂の崩壊を防従来トンネル等の穴を
掘削するのと同時に穴に壁面を構成して水漏れや土砂が
崩壊するのを防止して掘削機を前進させる推力が得られ
る適当な方法が皆無であって軟弱な地盤や砂山等でトン
ネル等を掘削することが困難で多くの工事費を要するも
のであった。
DETAILED DESCRIPTION OF THE INVENTION This invention is, for example, a tunnel, a water supply system, a sewer system, and other types of underground continuous holes that are excavated and at the same time a wall is opened in the hole to prevent water leakage and collapse of earth and sand, such as conventional tunnels, etc. There is no suitable method for constructing a wall in the hole at the same time as drilling a hole to prevent water leakage and collapse of earth and sand, and to obtain thrust to advance the excavator. It was difficult to excavate tunnels, etc., and required a lot of construction costs.

この発明者はこのような点を解消してトンネル等の穴を
掘削するのと同時に穴の内周面に筒状壁を構成して水漏
れや土砂が崩壊するのを防止すると共に掘削機に推力を
与える提案を行ったが、こ供するものである。
The inventor solved this problem by constructing a cylindrical wall on the inner circumferential surface of the hole at the same time as excavating a hole such as a tunnel to prevent water leakage and collapse of earth and sand. I have made a proposal to provide more thrust, but this is something that will not be provided.

以下図面を参照しながらこの発明の一実施例について説
明する。
An embodiment of the present invention will be described below with reference to the drawings.

図に示すこの発明の一実施例において、10は本体で次
に述べるように構成しである。すなわち、11は前面を
閉塞する端板、12はこの端板の前方にわずかの間隔を
形成するように型状部材13を介して配置した前面板、
15は端板11の周縁部から後方に長く延びた外側筒状
部、16はこの外側筒状部の内側でこれと所定間隔をも
って配置してその間に前端が閉塞され後端が開放した筒
状空間17を形成するようにした内側筒状部、18はこ
の内側筒状部に周縁部を結合した円形で中央部をやや後
方に向かうように突出させた支持板、20Vi内側筒状
部の前部に設けた加熱手段で、例えば電熱により発熱す
る発熱体で構成しである。
In one embodiment of the invention shown in the figure, 10 is a main body constructed as described below. That is, 11 is an end plate that closes the front surface, 12 is a front plate disposed via a molded member 13 so as to form a slight interval in front of this end plate,
Reference numeral 15 denotes an outer cylindrical portion extending rearward from the peripheral edge of the end plate 11, and 16 indicates a cylindrical portion disposed inside the outer cylindrical portion at a predetermined distance from the outer cylindrical portion with a closed front end and an open rear end. An inner cylindrical part forming a space 17; 18 is a support plate having a circular shape with a peripheral edge joined to the inner cylindrical part and whose central part projects slightly rearward; 20Vi the front of the inner cylindrical part; It is a heating means provided in the section, and is composed of, for example, a heating element that generates heat by electric heat.

23け掘削刃体で、次に述べるように構成しである。す
なわち、25は内部を流路26とした中空な回転441
i、27 ijこの回転軸の方向を変更可能に支持する
ように端板11に設けた軸受、28は例えば油圧モータ
ーあるいは電動モーター等よシなり歯車30,31を介
して回転11125を駆動するようにした駆動装置であ
る。32け方向修正用油圧シリンダーで、1個のみ図示
しであるが例えばこれと直交する方向にもう1個あって
回転軸25の方向を任意に変更できるようになっている
It has 23 digging blades and is constructed as described below. That is, 25 is a hollow rotation 441 with a flow path 26 inside.
i, 27 ij The bearing 28 provided on the end plate 11 to support the rotation axis so as to be able to change the direction of the rotation axis is configured to drive the rotation 11125 via the shear gears 30 and 31, for example, by a hydraulic motor or an electric motor. This is a drive device with a There are 32 hydraulic cylinders for direction correction, and although only one is shown in the figure, there is another one in the direction perpendicular to this, for example, so that the direction of the rotating shaft 25 can be changed arbitrarily.

33は前面板12を回転軸25が貫通する部分に設けた
ゴムバッキング、35は回転軸25の端面と支持板18
間に配ピした推力軸受である。36は回転軸25の前端
部に結合した掘削刃体23の表面部材で、前面がほぼ円
錐面状に前方へ突出するように形成しである。37はこ
の表面部材の外面にほぼ放射状の方向に延びるように突
出させた超硬質材料の部分を有する多数の刃部、38は
この刃部に沿って表面部材36に形成してあって刃部3
7に掘削された土砂等のDll削物90を通過させる通
路、40はこの通路を通って送られてきたゼ)1削物9
0を収容する収容空間である。
33 is a rubber backing provided at the portion of the front plate 12 through which the rotating shaft 25 passes; 35 is the end face of the rotating shaft 25 and the support plate 18;
This is a thrust bearing placed between the two. Reference numeral 36 denotes a surface member of the excavating blade body 23 coupled to the front end of the rotating shaft 25, and the front surface is formed so as to protrude forward in a substantially conical shape. Reference numeral 37 denotes a number of blade portions each having a portion of ultra-hard material protruding from the outer surface of the surface member so as to extend in a substantially radial direction; and 38, a number of blade portions are formed on the surface member 36 along the blade portions. 3
7 is a passage through which the excavated Dll cuttings 90 such as earth and sand pass;
This is a storage space that accommodates 0.

42は図示してない材料源から粉状あるいは粒状等の圧
送可能に小さくしてありかつ加熱することにより溶融で
きる材料92を送入するホースである。材料92として
は例えFiZ液性エポキシ樹脂の主剤と硬化剤を混合し
て粉状に製造したものを使用したり、あるいはその他の
合成樹脂の粉状あるいは粒状等にしたものを用いてもよ
く、ガラスS末又は鉄粉を用いることもでき、さらにH
1!R造時にできる粉状の産業廃棄物を利用することも
できる。44はホース42から送られてきた材料92を
例えば2個等のパイプ46を介して筒状空間17内の前
端部へ圧送するポンプ等よりなる圧送手段である。筒状
空間17内へ圧送され念材料92は加熱手段20で加熱
されて急速に溶融しかつ加熱手段20の部分を過ぎると
徐々に硬化して筒状壁94を構成するようになっている
。このような材料92を筒状空間17内へ送入する場合
本体10は前方へ推力を受けてaコ削刃体23と共に前
進運動をすることになる。
Reference numeral 42 denotes a hose for feeding a material 92 in the form of powder or granules, which is small enough to be pumped and can be melted by heating, from a material source (not shown). As the material 92, for example, a powder prepared by mixing the main resin of FiZ liquid epoxy resin and a curing agent may be used, or other synthetic resins made into powder or granules may be used. Glass S powder or iron powder can also be used, and H
1! Powdered industrial waste produced during R manufacturing can also be used. Reference numeral 44 denotes a pressure feeding means such as a pump that pumps the material 92 sent from the hose 42 to the front end of the cylindrical space 17 via, for example, two pipes 46. The cement material 92 that is forced into the cylindrical space 17 is heated by the heating means 20 and rapidly melts, and after passing the heating means 20, it gradually hardens to form the cylindrical wall 94. When such a material 92 is fed into the cylindrical space 17, the main body 10 receives a forward thrust and moves forward together with the a-shaped cutting blade 23.

48は本体10の内側筒状部16内の底部近くにおいて
支持板18.端板11.前面板12を貫通してこれらに
固定した筒体である。50は例えば油圧モーターあるい
は電型+機等よりなる駆動装f〆t、52は筒体48を
貫j(1シこれに回転可能に支持され駆動装置50によ
り比較的高速度で駆動される吸込筒、54はこの吸込筒
の前方側に多数の孔を形成した多孔部、56は吸込筒5
2内に設けたスクリューコンベヤーで、掘削物90が付
着しないようにわずかに振動させながらy励するモータ
ー等よりなる駆動装置58によってゆっくり回転させる
ようになっている。したがって、収容空間40内の掘削
物90はスクリューコンベヤー56により後方へ送られ
かつ水分は吸込iszの回転により多孔部540部分で
筒体48内へ放出されるよう釦なっている。60は吸込
筒52の周面の後部付近に形成した開口部で、ここより
スクリューコンベヤー56で送出された掘削物9oはが
図示してない手段により真空吸引するようにしたバキュ
ームホース64に連結したパイプで、これを通って夫削
物90が排出されることになる。
48 is a support plate 18.48 near the bottom within the inner cylindrical portion 16 of the main body 10. End plate 11. It is a cylindrical body that penetrates the front plate 12 and is fixed thereto. Reference numeral 50 denotes a drive unit consisting of, for example, a hydraulic motor or an electric type machine, and 52 a suction unit that extends through the cylindrical body 48 (1) and is rotatably supported by this and driven at a relatively high speed by a drive unit 50. A tube, 54 is a porous portion with many holes formed on the front side of this suction tube, and 56 is a suction tube 5.
A screw conveyor installed in the excavated material 2 is slowly rotated by a drive device 58 such as a motor that excites the excavated material 90 while vibrating it slightly to prevent it from sticking. Therefore, the excavated material 90 in the storage space 40 is sent rearward by the screw conveyor 56, and the moisture is discharged into the cylinder 48 at the porous portion 540 by the rotation of the suction isz. Reference numeral 60 denotes an opening formed near the rear of the circumferential surface of the suction cylinder 52, through which the excavated material 9o sent out by the screw conveyor 56 is connected to a vacuum hose 64 for vacuum suction by means not shown. This is a pipe, through which the cut material 90 will be discharged.

66は多孔部54の下部で筒体48に形成した開口部で
、多孔部54から出た水がここよシ本体lO内へ流れる
ようになっている。68は吸込ポンプで、パイプ70を
介して開口部66から出た水を吸込み′at動バルブ7
2を介して連結したホース74から排水するようになっ
ている。76は回転軸25の流路26より後方へ延びる
ように連結したパイプで、電動パルプ80を介して図示
してない手段により高圧水を送入できるホース78が連
結しである。81は流路26の先端部に設けてあって高
圧水を供給する場合のみ自動的に開放される逆止弁であ
る。このような高圧水の供給は岩盤堀削時に刃部37の
損傷を防止したり粘土質の部分を掘削する場合刃部37
に付着するのを防止するため行うものである。パイプ7
6とホース78の連結部には吸込ポンプ68からホース
82が電動バルブ83を介して連結してあって、吸込ポ
ンプ68が多量の水を吸込む場合電動バルブ72.80
を閉塞して電動バルブ83を開放することによりホース
78から高圧水を送ることなく抛削時出た水を再び送出
して利用し地盤沈下環を防止できるようになっている。
Reference numeral 66 denotes an opening formed in the cylindrical body 48 at the lower part of the porous portion 54, through which water coming out of the porous portion 54 flows into the main body IO. Reference numeral 68 denotes a suction pump, which sucks water coming out of the opening 66 through a pipe 70 and supplies it to the valve 7.
Water is drained from a hose 74 connected via 2. A pipe 76 is connected to extend rearward from the flow path 26 of the rotary shaft 25, and is connected to a hose 78 through which high-pressure water can be fed by means not shown through the electric pulp 80. A check valve 81 is provided at the tip of the flow path 26 and is automatically opened only when high-pressure water is supplied. Such high-pressure water supply is used to prevent damage to the blade part 37 when excavating rock, and to prevent damage to the blade part 37 when excavating clay areas.
This is done to prevent the product from adhering to the surface. pipe 7
A hose 82 from the suction pump 68 is connected to the joint between the suction pump 68 and the hose 78 via an electric valve 83. When the suction pump 68 sucks a large amount of water, the electric valve 72.
By closing the hose 78 and opening the electric valve 83, the water released during excavation can be sent out and used again without sending high-pressure water from the hose 78, thereby preventing ground subsidence.

84は図示してないコンプレッサーAa空気を送入する
ホースで、例えば2個のパイプ85に連結して端板11
と前面板12の間に吐出して掘削した部分が崩壊したり
水が田るのを防止するようになっている。
Reference numeral 84 denotes a hose for feeding air from a compressor Aa (not shown), which is connected to, for example, two pipes 85 and connected to the end plate 11.
Water is discharged between the front plate 12 and the excavated portion to prevent the excavated portion from collapsing and water from piling up.

86はフレームで、松数個の油圧シリンダー87が設け
てあって最初化山刃体23が回転して掘削を開始した状
態で推進させるようになっており、掘削がある程度進ん
でから圧送手段44により材料92を圧送して筒状壁9
4を形成しながら推力を得ることができるようKなって
いる。88は最初本体10を案内するように複数列にわ
たって配置させた転子である。又、掘削刃体23の方向
を調節する場合には図示してないテレビカメラ等を本体
10内に配置して外部から操作するようになっている。
Reference numeral 86 denotes a frame, which is equipped with several hydraulic cylinders 87, and is designed to propel the initial excavation blade 23 when it rotates and starts excavation, and after the excavation has progressed to a certain extent, the pressure feeding means 44 The material 92 is forced into the cylindrical wall 9 by
K is set so that thrust can be obtained while forming a 4. Reference numeral 88 denotes trochanters arranged in multiple rows so as to initially guide the main body 10. Further, when adjusting the direction of the excavating blade 23, a television camera or the like (not shown) is placed inside the main body 10 and operated from the outside.

又、筒状壁94が構成された後必費に応じその内面に沿
って鉄筋コンクリート等よりなる丈夫な壁面を構成して
もよい。
Further, after the cylindrical wall 94 is constructed, a strong wall surface made of reinforced concrete or the like may be constructed along the inner surface of the cylindrical wall 94, depending on necessity.

この発明は前述したようにトンネル等を掘削した部分の
内筒面に筒状壁94を構成する場合材料92として粉状
あるいは粒状等の圧送可能に小さくした固体材料を使用
しかつこれを加熱手段20により加熱して液体とした後
筒状壁94を構成するようになっているから、材料92
を筒状空間l 7へ送入するのに高温に維持する必要が
全くなくて取扱いが著しく容易であって、実用的に土砂
等の崩壊を防止して掘削機に推力を与える筒状壁94が
構成できるという効果を有している。
As described above, when constructing the cylindrical wall 94 on the inner cylindrical surface of a portion where a tunnel or the like has been excavated, a solid material such as powder or granules that is small enough to be pumped is used as the material 92, and this is heated by heating means. Since the cylindrical wall 94 is constructed after being heated by the material 92 and turned into a liquid, the material 92
The cylindrical wall 94 is extremely easy to handle since there is no need to maintain it at a high temperature when feeding it into the cylindrical space 17, and the cylindrical wall 94 practically prevents the collapse of the earth and sand and provides thrust to the excavator. It has the effect that it can be configured.

なお、この発明においては材料920種類によって釉々
異なった加熱手段20を用いてもよく、この加熱手段は
筒状空間17の入口付近であればパイプ46の端部等の
他の部分に設けてあってもよい。又、内81+1筒状部
16の漬方部分には必要に応じ冷却手段が設けてあって
もよい。
In addition, in this invention, heating means 20 having different glazes may be used depending on the 920 types of materials, and this heating means may be provided in other parts such as the end of the pipe 46 as long as it is near the entrance of the cylindrical space 17. There may be. Further, a cooling means may be provided in the submerged portion of the inner 81+1 cylindrical portion 16, if necessary.

図、第2図は第1図におけるA−A断面図である。FIG. 2 is a sectional view taken along the line AA in FIG. 1.

10は本体、11は端板、15は外側筒状部、16は内
側筒状部、17は筒状空間、2oは加熱手段、23は掘
削刃体、40は収容空間、42Fi圧送手段、90は掘
削物、92は材料、94は筒状壁。
10 is the main body, 11 is an end plate, 15 is an outer cylindrical part, 16 is an inner cylindrical part, 17 is a cylindrical space, 2o is a heating means, 23 is an excavating blade body, 40 is a storage space, 42 Fi pressure feeding means, 90 92 is the excavated object, 92 is the material, and 94 is the cylindrical wall.

Claims (1)

【特許請求の範囲】[Claims] 掘削刃体を駆動して掘削すると共に掘削した部分の内周
面に筒状壁を構成するようになっておりかつこの筒状壁
は掘削刃体を支持する本体に設けた筒状空間の前端付近
に材料を供給して構成する装置であって、前記筒状空間
の前端付近に粉状あるいは粒状等の小さくした固体材料
を圧送して加熱溶融させた後凝固させて筒状壁を構成す
ることを特徴とするトンネル等の掘削装置。
The excavating blade is driven to excavate and a cylindrical wall is formed on the inner peripheral surface of the excavated part, and this cylindrical wall is located at the front end of a cylindrical space provided in the main body that supports the excavating blade. It is a device configured by supplying materials to the vicinity of the cylindrical space, in which a small solid material such as powder or granules is pumped into the vicinity of the front end of the cylindrical space, heated and melted, and then solidified to form the cylindrical wall. A device for excavating tunnels, etc., characterized by:
JP21594486A 1986-09-16 1986-09-16 Excavator for tunnel, etc. Pending JPS62164996A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21594486A JPS62164996A (en) 1986-09-16 1986-09-16 Excavator for tunnel, etc.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21594486A JPS62164996A (en) 1986-09-16 1986-09-16 Excavator for tunnel, etc.

Publications (1)

Publication Number Publication Date
JPS62164996A true JPS62164996A (en) 1987-07-21

Family

ID=16680843

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21594486A Pending JPS62164996A (en) 1986-09-16 1986-09-16 Excavator for tunnel, etc.

Country Status (1)

Country Link
JP (1) JPS62164996A (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5336934A (en) * 1977-09-08 1978-04-05 Takayuki Abe Protective fence against piled snow

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5336934A (en) * 1977-09-08 1978-04-05 Takayuki Abe Protective fence against piled snow

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