JPH01322093A - Drilling machine having sediment pressure adjustment function - Google Patents

Drilling machine having sediment pressure adjustment function

Info

Publication number
JPH01322093A
JPH01322093A JP15463888A JP15463888A JPH01322093A JP H01322093 A JPH01322093 A JP H01322093A JP 15463888 A JP15463888 A JP 15463888A JP 15463888 A JP15463888 A JP 15463888A JP H01322093 A JPH01322093 A JP H01322093A
Authority
JP
Japan
Prior art keywords
sediment
earth
sand
chamber
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.)
Granted
Application number
JP15463888A
Other languages
Japanese (ja)
Other versions
JPH0660559B2 (en
Inventor
Hideto Abe
阿部 秀人
Shuichi Tanaka
秀一 田中
Hideyo Mogi
茂木 英世
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.)
Kandenko Co Ltd
Tokyo Electric Power Co Holdings Inc
Original Assignee
Tokyo Electric Power Co Inc
Kandenko 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 Tokyo Electric Power Co Inc, Kandenko Co Ltd filed Critical Tokyo Electric Power Co Inc
Priority to JP63154638A priority Critical patent/JPH0660559B2/en
Publication of JPH01322093A publication Critical patent/JPH01322093A/en
Publication of JPH0660559B2 publication Critical patent/JPH0660559B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

PURPOSE:To ensure the safety by providing a shock absorber in a sediment chamber for changing the capacity thereof in a pressurized sediment transfer device for transferring the sediment from the sediment chamber located aft of the sediment transfer means in the body of a drilling machine. CONSTITUTION:A sediment chamber 16 is formed between the rear end of a transfer pipe 4 for transferring sediment and a division 8, and there is provided a pressurized sediment transfer pump comprising a barrel-shaped cylinder 17 and a piston 18 under the pipe 4. Then, a drive system 9 is actuated and a drilling machine body 1 is propelled with a source pressing jack, thereby transferring sediment after drilling to a chamber 16. Furthermore, the cylinder 17 is made to slide for taking in the sediment and connected to the discharge port 19a of a pressurized sediment transfer pipe 19, thereby pushing the piston 18 and discharging the sediment into the pipe 19. Then, a pressure rise in the chamber 16 due to the sediment is absorbed by an air bag 20, thereby restraining the pressure fluctuation of a cutter part.

Description

【発明の詳細な説明】 (産業上の利用分野) この発明はケーブルの保蔵用管路を構成する管をはじめ
とする各種の管体を、推進工法によって土中に埋設する
際に、その先頭に位置させて進行方向正面の土砂を掘削
し、掘削した土砂を後方に排出させるのに用いる、トン
ネル堀進機に関するものである。
[Detailed Description of the Invention] (Industrial Application Field) This invention is applicable to the construction of the top of the pipe when burying various pipe bodies, including pipes constituting a cable storage conduit, in the ground by the propulsion method. This relates to a tunnel excavation machine that is used to excavate earth and sand in front of the tunnel in the direction of travel and discharge the excavated earth and sand to the rear.

(従来の技術) 従来この種の堀進機において、掘削した土砂を後方へと
排出するには一般的に、スクリューコンベアやベル1〜
コンベア等が用いられていたが、装置のノ」\型化等に
鑑みて、最近では例えば、本出願人が特願昭62−26
6285号において開示したような、堀進機本体内の土
砂移送手段の後方に位置する土砂室の一端から突出して
他端の排出口に接続されるシリンダ、及び当該シリンダ
の中をスライド自在なピストンによって構成される土砂
圧送装置によって、掘削した土砂を排出する技術が提案
されている。
(Prior art) Conventionally, in this type of excavation machine, in order to discharge the excavated earth and sand backwards, a screw conveyor or a bell 1~
Conveyors, etc. were used, but in view of the increasing size of equipment, recently, for example, the applicant has
6285, a cylinder protruding from one end of the earth and sand chamber located behind the earth and sand transfer means in the excavation machine main body and connected to the discharge port at the other end, and a piston that is slidable inside the cylinder. A technology has been proposed for discharging excavated earth and sand using an earth and sand pumping device.

かかるような土砂圧送装置によれば、土砂室、即ち土砂
移送手段の後方で土砂が滞留するスペースに、筒状のシ
リンダが突出して滞留している土砂を抱え込み、その後
ジヤツキ等でピストンが当該シリンダ内をスライドして
シリンダ内の土砂を排出口へと押出すようにして、掘削
した土砂を後方へと排出しているのである。
According to such an earth and sand pumping device, a cylindrical cylinder protrudes into the earth and sand chamber, that is, a space behind the earth and sand transfer means where earth and sand accumulates, and holds the accumulated earth and sand, and then the piston is moved into the cylinder by a jack or the like. The excavated earth and sand are discharged to the rear by sliding the inside of the cylinder and pushing the earth and sand inside the cylinder to the discharge port.

(発明が解決しようとする課題) しかしながら単にそのような構成を採る限り、シリンダ
が土砂室の土砂を抱え込んで排出口に接続されている間
も、堀進機自体は推進しているので、掘削された土砂は
次々と土砂室へと送り込まれてきている。したがって排
出口が塞がれて他に行き場がないこれら土砂は、土砂室
に充満してやがては大きな圧力を具有するに至るのであ
る。
(Problem to be solved by the invention) However, as long as such a configuration is simply adopted, the excavation machine itself is propelled even while the cylinder holds the earth and sand in the earth and sand chamber and is connected to the discharge port. The collected soil is being sent into the sand chamber one after another. As a result, the discharge port is blocked and the sediment, which has no other place to go, fills the sediment chamber and eventually builds up a large pressure.

このように土砂室内の圧力が高くなると、それに応じて
当該圧力は前方へと伝播し、切羽部から前方の他山に圧
力を加えるので、地盤の沈下や隆起等の不足の事態が懸
念され、好ましくない。
When the pressure inside the earth and sand chamber increases in this way, the pressure propagates forward accordingly and applies pressure from the face to other mountains in front, so there are concerns that the ground may sink or rise. Undesirable.

この発明はそのような問題点を解決して、より安全でか
つ掘削した土砂の後方への圧送を、効率良く実行する堀
進機を提供することを1」的とするものである。
The object of the present invention is to solve such problems and provide a trenching machine that is safer and more efficient in pumping excavated earth and sand backwards.

(課題を解決するための手段) この発明はかかる課題を解決するために、土砂が滞留す
る土砂室内の圧力タ調整するための緩衡機を土砂室内に
設けて、課題の解決を図ったものである。而してこの発
明が採った具体的な構成についていうと、堀進機本体内
の土砂移送手段の後方に位置する土砂室の一端から突出
して他端の排出I」に接続されるシリンダ、及び当該シ
リンダの中をスライド自在なビス1〜ンによって構成さ
れる土砂圧送装置を有する堀進機において、土砂室内の
容積を変化させる緩衡機を土砂室に設けたものである。
(Means for Solving the Problems) In order to solve the problems, this invention aims to solve the problems by providing a buffering machine in the earth and sand chamber for adjusting the pressure inside the earth and sand chamber in which earth and sand accumulates. be. Regarding the specific configuration adopted by this invention, a cylinder protrudes from one end of the earth and sand chamber located at the rear of the earth and sand transfer means in the excavation machine main body and is connected to the discharge I at the other end; This excavation machine has an earth and sand pumping device constituted by screws 1 to 1 that are slidable in the cylinder, and the earth and sand chamber is provided with a buffer that changes the volume within the earth and sand chamber.

ここで緩衡機とはエアー、スプリング等を用いたサスペ
ンション、ショックアブソーバ−などをも含むものであ
る。そして土砂室内の容積を変化させる手段としては、
例えば土砂室の一壁面の裏面をこれら緩衡機で支持させ
て、突出、後退自在な構成としたり、土砂室内に突出自
在な密閉させた適宜の物を緩衡機で支持させてもよい。
Here, the term "balancer" includes suspensions using air, springs, etc., shock absorbers, and the like. As a means of changing the volume inside the sediment chamber,
For example, the back side of one wall of the earth and sand chamber may be supported by these balancers so that it can be protruded and retracted, or an appropriate sealed object that can be freely protruded into the earth and sand chamber may be supported by the balancer.

この点、空気を密閉させたエアバックを土砂室内に設置
すれば、緩衡機能とともに土砂室内の容積を変化させる
機能を同時に得ることができるものである。
In this regard, by installing an air-tight air bag inside the earth-and-sand chamber, it is possible to simultaneously obtain a buffering function and a function of changing the volume inside the earth-and-sand chamber.

緩衡機の緩衡度合は可変とするには、記述のサスペンシ
ョン、ショックアブシーバーにおけるエアーやスプリン
グの各々エアーの圧、スプリングの弾性係数を変えるよ
うによればよい。エアーバッグの場合には保有するエア
ーの初期圧を変化させるようにすればよい。
In order to make the degree of buffering of the buffer variable variable, the pressure of the air and the spring in the suspension and shock absorber described above and the elastic coefficient of the spring may be changed. In the case of an air bag, the initial pressure of the air it holds may be changed.

(作 用) シリンダが土砂室内を通過して排出口に接続され、掘削
された土砂が土砂室に充満して圧力を高めていっても、
緩衡機が収縮して当該圧が吸収され、土砂室内の容積が
大きくなるので、土砂の圧力は前方に伝播しない。
(Function) Even if the cylinder passes through the earth and sand chamber and is connected to the discharge port, and the excavated earth and sand fills the earth and sand chamber and increases the pressure,
The buffer absorbs the pressure by contracting, and the volume inside the sand chamber increases, so the pressure of the sand does not propagate forward.

そしてシリンダが次のストロークに備えて土砂室内から
引っ込んで、その分土砂室に空間が生じたとき、収縮し
ていた緩衡機は復元しようとして、土砂を当該空間の部
分へと押しやる。したがって次のストロークでシリンダ
が取り込もうとする土砂が迅速に準備されることになる
Then, when the cylinder retracts from the dirt chamber in preparation for the next stroke, creating a space in the dirt chamber, the compressed buffer tries to recover and pushes the dirt into that space. Therefore, the soil that the cylinder is about to take up on the next stroke is quickly prepared.

(実施例) 以下、この発明の詳細な説明する。1は略筒状の外形を
有する堀進機本体で、その前方には蛇腹シール2等を介
して方向修正@3が設けられである。この方向修正筒3
は堀進機本体1の中に設置される移送管4等に支持され
た方向修正ジヤツキ5によって、所謂「首振り式」に適
宜その方向が修正できるものである。堀進機本体1の中
心には撹拌突起たるパドル6を外周に有する撹拌軸7が
回転自在に保持されており、この撹拌軸6の後端は堀進
機後方の隔壁8を貫通して、当該隔壁8後方の堀進機本
体1の内に設置したモータなどの駆動袋R9とユニバー
サルジヨイント10によって連動接続されているもので
ある。
(Example) The present invention will be described in detail below. Reference numeral 1 denotes a digging machine main body having a substantially cylindrical outer shape, and a direction correction @3 is provided in front of the main body through a bellows seal 2 and the like. This direction correction tube 3
The direction can be adjusted appropriately in a so-called "oscillation type" manner by means of a direction adjustment jack 5 supported by a transfer pipe 4 or the like installed in the digging machine main body 1. A stirring shaft 7 having a paddle 6 as a stirring protrusion on the outer periphery is rotatably held at the center of the digging machine main body 1, and the rear end of this stirring shaft 6 penetrates the partition wall 8 at the rear of the digging machine. It is interlocked and connected by a universal joint 10 to a drive bag R9 such as a motor installed inside the digging machine main body 1 behind the partition wall 8.

一方、撹拌軸7の軸先端には、方向修正筒3内に位置す
るチャンバー11から突出するカッタ一部材12が固定
されている。駆動装置9を作動させると撹拌軸7が回転
し、それに伴ってカッタ一部材12が同時に回転運動す
るものである。なおりツタ−部材12の前方に位置する
のは泥漿剤吐出孔13であリ、発進側竪坑内から送られ
てくる泥漿剤を吐出する構成となっている。またチャン
バー11内で撹拌軸7の先端付近を回転自在に保持して
いるのは回転支持部材14であり、その直ぐ後方で撹拌
軸7に固着されているのは、撹拌翼15である。この撹
拌翼15はチャンバー11内壁に付着した土砂を掻き取
って土砂の移送をスムーズにしたり、チャンバー11内
の土砂を捏ねて、土砂の性状を移送に適したものにする
のに効果がある。
On the other hand, a cutter member 12 that protrudes from a chamber 11 located within the direction correction cylinder 3 is fixed to the shaft tip of the stirring shaft 7 . When the drive device 9 is operated, the stirring shaft 7 rotates, and the cutter member 12 rotates at the same time. A slurry agent discharge hole 13 is located in front of the navigator member 12, and is configured to discharge the slurry agent sent from inside the starting side shaft. Further, a rotary support member 14 rotatably holds the vicinity of the tip of the stirring shaft 7 within the chamber 11, and a stirring blade 15 is fixed to the stirring shaft 7 immediately behind it. The stirring blades 15 are effective in scraping off the dirt adhering to the inner wall of the chamber 11 to make the transport of the sand smoother, and kneading the dirt in the chamber 11 to make the properties of the sand suitable for transport.

面して移送管4の後端部と隔壁8との間のスペースは土
砂室16を形成している。そして移送管4の下部スペー
スには土砂圧送装置たる土砂圧送ポンプが設置しである
。この土砂圧送ポンプは土砂室I6内に向けてスライド
自在な筒状のシリンダ17、このシリンダ17内をスラ
イド自在となるように適宜の油圧ジヤツキで支持された
ピストン18がらなり、隔壁8の下部から後方へと通ず
る土砂圧送用パイプ19の排出口19aにシリンダ17
は接続自在である。
The space between the rear end of the transfer pipe 4 and the bulkhead 8 forms a sand chamber 16. In the space below the transfer pipe 4, an earth and sand pump serving as an earth and sand pumping device is installed. This earth and sand pump consists of a cylindrical cylinder 17 that can freely slide into the earth and sand chamber I6, and a piston 18 that is supported by a suitable hydraulic jack so as to be able to slide inside this cylinder 17. A cylinder 17 is connected to the discharge port 19a of the earth and sand pressure feeding pipe 19 leading to the rear.
can be freely connected.

そして土砂室16の上方にはエアバッグ2oが装着しで
ある。本実施例におけるエアバッグ20は、第2図にも
示したように、土砂室16側の天板20a、この天板2
0aに固着されたゴム材からなる略蛇腹状の密閉された
収縮部20b、収縮部20bの上部を堀進機本体1の内
壁に固着している基板20cとによって構成されており
、収縮部20bの内部には空気が密閉されている。した
がって、収縮部20b内の当該空気の空気圧よりも高い
圧力が天板20aに加わると、収縮部20bは第2図中
の矢印方向へと収縮するものである。
An airbag 2o is attached above the dirt chamber 16. As shown in FIG. 2, the airbag 20 in this embodiment includes a top plate 20a on the sediment chamber 16 side;
It is composed of a substantially bellows-shaped sealed contraction part 20b made of a rubber material fixed to the base plate 20c, and a base plate 20c having an upper part of the contraction part 20b fixed to the inner wall of the digging machine main body 1. The air is sealed inside. Therefore, when a pressure higher than the air pressure of the air in the contraction part 20b is applied to the top plate 20a, the contraction part 20b contracts in the direction of the arrow in FIG. 2.

本実施例は以」−のように構成されているものであり、
その作用状況を説明すれば、駆動装置9を作動させなが
ら堀進機本体]を別設の元押しジヤツキ(図外)によっ
て竪坑から土中に推進させると泥漿剤吐出孔]3から泥
漿剤が吐出されながらカッタ一部材12が回転して前方
の地山を切削し、それによって生じた土砂は撹拌軸7の
パドル6によって充分にミキシングされて、堀進機本体
1の前進に従って後方の土砂室16へと移送される。
This embodiment is configured as follows.
To explain how it works, when the driving device 9 is operated and the excavation machine main body is propelled from the shaft into the soil by a separate push jack (not shown), the slurry agent is discharged from the slurry discharge hole 3. While being discharged, the cutter member 12 rotates to cut the ground in front, and the resulting soil is sufficiently mixed by the paddle 6 of the stirring shaft 7, and is transferred to the rear soil chamber as the excavation machine main body 1 moves forward. 16.

そして土砂室16へと達したこれら土砂は土砂室16の
下方から順に滞留していくので、この段階でシリンダ1
7をスライドさせれば、滞留した土砂がシリンダ17中
に取り込まれて土砂圧送用パイプ19の排出口19aに
接続される。その後ピストン18が押し出されて、取り
込んだ土砂を土砂圧送用パイプ19の中へと押し出し、
後方へと排出していくのである。
These sediments that have reached the sediment chamber 16 accumulate in order from the bottom of the sediment chamber 16, so at this stage the cylinder 1
7 is slid, the accumulated earth and sand is taken into the cylinder 17 and connected to the discharge port 19a of the earth and sand pumping pipe 19. After that, the piston 18 is pushed out and the taken-in earth and sand is pushed out into the earth and sand pumping pipe 19,
It is ejected backwards.

かかる土砂の排出作業中において、シリンダ17が土砂
を密封している間も堀進機本体1は推進して、掘削され
た土砂は次々と土砂室16へ送られてきて土砂室16に
充満し、高い圧力を有するようになるが、エアバッグ2
0がその土砂の圧力を吸収して収縮するので、当該圧力
が前方に伝播することはない。
During the earth and sand discharge work, the digging machine main body 1 is propelled even while the cylinder 17 is sealing the earth and sand, and the excavated earth and sand are sent one after another to the earth and sand chamber 16, and the earth and sand chamber 16 is filled. , will have a high pressure, but the airbag 2
0 absorbs the pressure of the earth and sand and contracts, so the pressure does not propagate forward.

そしてシリンダ17内の土砂の圧送が完了して、再び土
砂を取り込もうとして、シリンダ17が移送管4の下部
に引っ込むと、今までシリンダ17が占めていた部分が
空間となるので、土砂が当該空間へ流入する。このとき
収縮していたエアバッグ20が元に戻ろうとして土砂を
下方に押し下げる。したがって土砂は効率良く、シリン
ダ17がスライドするスペースに押しやられ、次のスト
ロークが迅速に行えるものである。
When the pressure transfer of the earth and sand in the cylinder 17 is completed and the cylinder 17 retracts to the lower part of the transfer pipe 4 in order to take in the earth and sand again, the part occupied by the cylinder 17 until now becomes a space, so that the earth and sand will be removed. Flow into space. At this time, the deflated airbag 20 tries to return to its original state and pushes the earth and sand downward. Therefore, the earth and sand are efficiently pushed into the space in which the cylinder 17 slides, and the next stroke can be performed quickly.

(発明の効果) この発明によれば、土砂室内の圧力の変動が抑えられる
ので、カッタ一部の圧力変動が抑えられ、過大な負担が
かかるのが防止され、スムーズな切削が可能となる。
(Effects of the Invention) According to the present invention, pressure fluctuations in the earth and sand chamber are suppressed, so pressure fluctuations in a part of the cutter are suppressed, an excessive load is prevented, and smooth cutting is possible.

また地山への悪影響が防止され、地盤沈下や地盤隆起等
の不測の事態が防止され、安全に掘進工事が行えるもの
である。
In addition, it prevents negative effects on the ground, prevents unexpected situations such as ground subsidence and ground upheaval, and enables safe excavation work.

しかも緩衡機の復元機能によって、緩衡機が元に戻ろう
とするときに土砂室内の土砂を押圧することになるから
、シリンダが土砂室内から引っ込むと、これまでシリン
ダーによって、占められていた空間に向けて土砂を押し
込むような格好となるので、土砂の吸入が良好となり、
圧送効率が高まって、迅速な掘進作業ができるものであ
る。
Furthermore, due to the restoring function of the balancer, when the balancer tries to return to its original position, it will press down on the earth and sand in the sediment chamber, so when the cylinder retracts from the sediment chamber, it will move toward the space previously occupied by the cylinder. Since it is like pushing the earth and sand in, the suction of the earth and sand is better.
This increases pumping efficiency and allows for rapid excavation work.

また地山の性状によって緩衡機の緩衡度合を適宜調整す
れば、カッタ一部にががる圧力を常に適正な範囲で保持
することができるものである。
In addition, by appropriately adjusting the degree of buffering of the buffer depending on the nature of the ground, the pressure that causes part of the cutter to loosen can always be maintained within an appropriate range.

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

第1図は実施例の一部断面側面図、第2図は第1図にお
けるA−A線断面図である。 なお図中、■は堀進機本体、6はパドル、7は撹拌軸、
8は隔壁、9は駆動装置、12はカッタ一部材、16は
土砂室、17はシリンダ、18はビス1〜ン、19は土
砂圧送用パイプ、20はエアバッグである。
FIG. 1 is a partially sectional side view of the embodiment, and FIG. 2 is a sectional view taken along line A--A in FIG. 1. In the figure, ■ is the main body of the horishin machine, 6 is the paddle, 7 is the stirring shaft,
8 is a partition wall, 9 is a drive device, 12 is a cutter member, 16 is an earth and sand chamber, 17 is a cylinder, 18 is a screw, 19 is a pipe for pumping earth and sand, and 20 is an air bag.

Claims (3)

【特許請求の範囲】[Claims] (1)堀進機本体内の土砂移送手段の後方に位置する土
砂室の一端から突出して他端の排出口に接続されるシリ
ンダ、及び当該シリンダの中をスライド自在なピストン
によって構成される土砂圧送装置を有する堀進機におい
て、土砂室内の容積を変化させる緩衡機を土砂室に設け
たことを特徴とする、土砂圧力調整機能を有する堀進機
(1) Sediment consisting of a cylinder that protrudes from one end of the earth and sand chamber located behind the earth and sand transfer means in the excavation machine body and is connected to the discharge port at the other end, and a piston that can freely slide inside the cylinder. 1. A digging machine having an earth and sand pressure adjustment function, which is equipped with a pressure feeding device and is characterized in that the earth and sand chamber is provided with a buffering device that changes the volume within the earth and sand chamber.
(2)緩衡機はエアバッグであることを特徴とする、請
求項第(1)項記載の土砂圧力調整機能を有する堀進機
(2) The excavation machine having a soil pressure adjustment function according to claim (1), wherein the buffering machine is an air bag.
(3)緩衡機の緩衡度合は可変であることを特徴とする
、請求項第(1)項又は第(2)項記載の土砂圧調整機
能を有する堀進機。
(3) An excavation machine having a soil pressure adjustment function according to claim (1) or (2), characterized in that the degree of buffering of the buffering machine is variable.
JP63154638A 1988-06-24 1988-06-24 Excavator with earth and sand pressure adjustment function Expired - Lifetime JPH0660559B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63154638A JPH0660559B2 (en) 1988-06-24 1988-06-24 Excavator with earth and sand pressure adjustment function

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63154638A JPH0660559B2 (en) 1988-06-24 1988-06-24 Excavator with earth and sand pressure adjustment function

Publications (2)

Publication Number Publication Date
JPH01322093A true JPH01322093A (en) 1989-12-27
JPH0660559B2 JPH0660559B2 (en) 1994-08-10

Family

ID=15588585

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63154638A Expired - Lifetime JPH0660559B2 (en) 1988-06-24 1988-06-24 Excavator with earth and sand pressure adjustment function

Country Status (1)

Country Link
JP (1) JPH0660559B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0748990A (en) * 1993-08-05 1995-02-21 Kandenko Co Ltd Slurry and earth removal type stirring excavator

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6140995A (en) * 1984-08-01 1986-02-27 株式会社熊谷組 Suction-side soil-pressure variation reducer of pulsating-pump soil-removing system
JPS6145093A (en) * 1984-08-10 1986-03-04 株式会社熊谷組 In-series cooperative operation of earth and sand transport pump
JPS61211499A (en) * 1985-03-18 1986-09-19 鹿島建設株式会社 Earth pressure type shield excavating method and shield excavator
JPS61282598A (en) * 1985-06-10 1986-12-12 日立建機株式会社 Pipe burying device

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6140995A (en) * 1984-08-01 1986-02-27 株式会社熊谷組 Suction-side soil-pressure variation reducer of pulsating-pump soil-removing system
JPS6145093A (en) * 1984-08-10 1986-03-04 株式会社熊谷組 In-series cooperative operation of earth and sand transport pump
JPS61211499A (en) * 1985-03-18 1986-09-19 鹿島建設株式会社 Earth pressure type shield excavating method and shield excavator
JPS61282598A (en) * 1985-06-10 1986-12-12 日立建機株式会社 Pipe burying device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0748990A (en) * 1993-08-05 1995-02-21 Kandenko Co Ltd Slurry and earth removal type stirring excavator

Also Published As

Publication number Publication date
JPH0660559B2 (en) 1994-08-10

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