JPH09291793A - Washing method of injection port member in shield construction method and device thereof - Google Patents

Washing method of injection port member in shield construction method and device thereof

Info

Publication number
JPH09291793A
JPH09291793A JP8130737A JP13073796A JPH09291793A JP H09291793 A JPH09291793 A JP H09291793A JP 8130737 A JP8130737 A JP 8130737A JP 13073796 A JP13073796 A JP 13073796A JP H09291793 A JPH09291793 A JP H09291793A
Authority
JP
Japan
Prior art keywords
passage
hardening material
cleaning
injection
hardener
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
JP8130737A
Other languages
Japanese (ja)
Other versions
JP3253855B2 (en
Inventor
Hiroshi Wada
洋 和田
Keiji Katahira
啓氏 片平
Takeshi Hayashi
威 林
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.)
Okumura Corp
Original Assignee
Okumura Corp
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 Okumura Corp filed Critical Okumura Corp
Priority to JP13073796A priority Critical patent/JP3253855B2/en
Publication of JPH09291793A publication Critical patent/JPH09291793A/en
Application granted granted Critical
Publication of JP3253855B2 publication Critical patent/JP3253855B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Lining And Supports For Tunnels (AREA)

Abstract

PROBLEM TO BE SOLVED: To wash a hardener feed passage or pipe line so as to prevent blockage due to hardner and smoothly inject succeeding hardener, after injecting hardener from a hardener injection port member mounted on the rear end of a shield machine to the drilled wall side so as to form a hardened layer. SOLUTION: A reciprocating piston 5b is arranged in a hardener injection passage 4 in a hardener injection port member 2, a hardener injection circuit communicating a hardener feed passage 7 to the hardener injection passage 4 side is formed by forward movement of the piston 5b so as to inject the hardener, and by backward movement of the piston 5b, it is changed to a washing circuit communicating a washing water feed passage 6 to the hardener feed passage 7 side so as to wash the inside of the passage by washing water. When washing is difficult by low pressure washing water, pressure oil for operating the piston 5b is forcedly fed to the washing water feed passage 6 side, the harener in the passage is pushed out by high pressure oil, and hence the inside of the passage is washed.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明はトンネルを掘削する
シールド工法において、シールド機の後端に装着した硬
化材注入口部材からトンネル掘削壁面に硬化材を供給し
て硬化材層を形成した後に、硬化材注入回路内に残存す
る硬化材をトンネル掘削壁面側への硬化材の供給停止時
に洗浄して除去する方法と、その方法を実施するための
装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a shield construction method for excavating a tunnel, after forming a hardener layer by supplying a hardener to a tunnel excavation wall surface from a hardener inlet port member attached to a rear end of a shield machine, The present invention relates to a method for cleaning and removing the hardening material remaining in the hardening material injection circuit when the supply of the hardening material to the tunnel excavation wall surface side is stopped, and an apparatus for carrying out the method.

【0002】[0002]

【従来の技術】シールド工法においては、立坑側に配設
したポンプによってモルタル等の硬化材をトンネル内に
配管した送給管を通じてシールド掘削機側に送給し、ト
ンネル掘削壁面に沿って配設したセグメント或いは型枠
と掘削壁面との間にシールド掘削機の後端に装着した硬
化材注入口部材から注入して掘削壁面を補強する硬化層
を形成することが行われている。
2. Description of the Related Art In the shield construction method, a pump installed on the vertical shaft feeds a hardening material such as mortar to the shield excavator side through a feed pipe installed inside the tunnel, and is installed along the tunnel excavation wall surface. A hardened layer that reinforces the excavated wall surface is formed between the segment or the mold and the excavated wall surface by pouring from a hardening material injection port member attached to the rear end of the shield excavator.

【0003】上記硬化材注入口部材は、トンネル掘削壁
面側に向かって後方に開口した硬化材注入通路と、この
硬化材注入通路の前端側に連通した硬化材送給通路と洗
浄水送給通路とを有していると共に、硬化材注入通路内
にピストンを配設してこのピストンの往復動により、洗
浄水送給通路と硬化材送給通路との連通を遮断して硬化
材送給通路を注入通路側に連通させる硬化材注入回路
と、硬化材注入通路の注入口を閉止して洗浄水送給通路
を硬化材送給通路に連通させる洗浄回路とに切換えるよ
うに構成している。
The hardening material injection port member has a hardening material injection passage opening rearward toward the tunnel excavation wall surface, a hardening material feeding passage and a cleaning water feeding passage which communicate with the front end side of the hardening material feeding passage. And a piston is disposed in the hardening material injection passage, and the reciprocating motion of the piston cuts off the communication between the cleaning water feeding passage and the hardening material feeding passage, Is connected to the injection passage side, and a cleaning circuit for closing the injection port of the curing material injection passage and communicating the cleaning water supply passage with the curing material supply passage is switched.

【0004】そして、掘削壁面に硬化材を裏込注入する
際には、上記ピストンを往動させて硬化材注入回路に切
り換え、ポンプの作動によってトンネル内に配設した硬
化材送給管を通じて硬化材を注入口部材の硬化材送給通
路に送給することにより、注入通路からトンネル掘削壁
面に硬化材を注入している。この硬化材の注入後、次の
注入作業までの間に、硬化材注入口部材の硬化材送給通
路や注入通路、および硬化材送給通路に連通した注入管
内に残留する硬化材が硬化すると、硬化材の送給が困難
となるので、通路内や管路内を洗浄する必要がある。
When the hardener is backfilled and injected into the excavated wall surface, the piston is moved forward to switch to the hardener injection circuit, and the pump is operated to cure the hardener through the hardener feed pipe arranged in the tunnel. By feeding the material to the hardening material feeding passage of the injection port member, the hardening material is injected from the filling passage to the tunnel excavation wall surface. After the injection of the hardening material and before the next injection work, if the hardening material remaining in the hardening material feeding passage and the pouring passage of the hardening material feeding port member and the filling pipe communicating with the hardening material feeding passage is hardened. Since it is difficult to feed the hardened material, it is necessary to clean the inside of the passage and the inside of the pipe.

【0005】この洗浄を行う時には、上記ピストンを復
動させて洗浄回路側に切り換え、トンネル内に配設した
洗浄水送給管を通じて硬化材注入口部材の洗浄水送給通
路に洗浄水を圧送し、硬化材送給通路を硬化材送給時と
は逆の方向に流通させて該送給通路や硬化材送給管内を
洗浄している。
When performing this cleaning, the piston is moved back to switch to the cleaning circuit side, and the cleaning water is pressure-fed to the cleaning water supply passage of the hardening material inlet member through the cleaning water supply pipe arranged in the tunnel. Then, the hardening material supply passage is circulated in a direction opposite to that at the time of supplying the hardening material to clean the inside of the supply passage and the hardening material supply pipe.

【0006】[0006]

【発明が解決しようとする課題】しかしながら、硬化材
の注入後、洗浄工程に移る際にそのタイミングが後れる
と、注入口部材の硬化材送給通路や送給管内に残存する
硬化材が硬化し始めて通路内や管路内が閉塞され、洗浄
回路に切り換えて洗浄水を送給することにより該硬化材
を洗浄、除去しようとしても、通常の洗浄水供給圧力で
は洗浄水を硬化材送給通路内や管路内を流通させて硬化
材を排除することができなくなる。さらに管路内での硬
化材の閉塞現象はシールド機の低速運転時において硬化
材の注入を徐々に行う際に、硬化材が管路の中央部を流
通して管壁側では硬化材が停滞状態となる場合にも発生
し、停滞した硬化材が蓄積されて管路を閉塞することに
なり、上記のように洗浄水の送給では硬化材を洗浄、除
去することができなくなる。
However, if the timing is delayed when the cleaning process is performed after the injection of the hardening material, the hardening material remaining in the hardening material feeding passage and the feeding pipe of the injection port member is hardened. When the inside of the passage or pipe is closed for the first time, the cleaning water is sent by switching to the cleaning circuit to wash and remove the hardened material. It becomes impossible to remove the hardened material by circulating it in the passage or the pipe. Furthermore, the phenomenon of blockage of the hardened material in the pipeline is that when the hardened material is gradually injected during low-speed operation of the shield machine, the hardened material flows through the center of the pipeline and the hardened material stagnates on the pipe wall side. This occurs also in the case where the stagnant hardening material is accumulated, and the stagnant hardening material is accumulated to block the pipeline. As described above, it is impossible to wash and remove the hardening material by feeding the washing water.

【0007】また、硬化材注入口部材からトンネル掘削
壁面に注入した硬化材を短時間で硬化させて硬化層の施
工作業を能率良く行えるように、注入口部材に硬化材を
送り込む直前に硬化材送給管内に急結材を供給すること
が行われているが、この場合には硬化材の注入後、通路
や管路内の硬化材が10秒程度の短時間で硬化が始まって
上述した通路や管路内での閉塞が一層生じ易くなり、洗
浄水による洗浄作業を迅速に行なっても硬化材の洗浄、
除去が充分に行われない場合が生じることになる。
Further, in order that the hardening material injected from the hardening material injection port member to the tunnel excavation wall surface may be hardened in a short time so that the work of constructing the hardened layer can be performed efficiently, the hardening material is sent just before the hardening material is sent to the injection port member. The quick-setting material is supplied into the feed pipe, but in this case, after the hardening material is injected, the hardening material in the passage and the conduit starts to cure in a short time of about 10 seconds. Blockages in passages and pipes are more likely to occur, and even if the cleaning work with cleaning water is performed quickly, cleaning of the hardened material,
In some cases, the removal may not be performed sufficiently.

【0008】本発明はこのような問題点に鑑みてなされ
たもので、硬化材通路内を洗浄水によって洗浄できない
場合に圧油を供給して洗浄するようにしたシールド工法
における注入口部材の洗浄方法とその方法を実施するた
めの装置を提供するものである。
The present invention has been made in view of the above problems, and when the inside of the hardening material passage cannot be washed with washing water, pressure oil is supplied to clean the inlet member in the shield construction method. A method and an apparatus for performing the method are provided.

【0009】[0009]

【課題を解決するための手段】本発明のシールド工法に
おける注入口部材の洗浄方法は、シールド機の後端に装
着されてピストンの往復動により硬化材注入回路と洗浄
回路とに切り換える構造を有する注入口部材の洗浄方法
であって、硬化材注入後に低圧の洗浄水を送る洗浄回路
に切り換えて洗浄水を硬化材注入回路内に硬化材注入時
とは逆方向に流通させることにより硬化材注入回路内を
洗浄し、洗浄水によって洗浄できない時に上記ピストン
駆動用油圧回路側から洗浄回路に高圧油を供給して該高
圧油によって洗浄することを特徴とするものである。
A method for cleaning an injection port member in a shield construction method according to the present invention has a structure which is mounted on a rear end of a shield machine and switches between a hardening material injection circuit and a cleaning circuit by reciprocal movement of a piston. A method of cleaning a pouring member, injecting the curing material by switching to a cleaning circuit that sends low-pressure cleaning water after injecting the curing material and circulating the cleaning water in the curing material injection circuit in a direction opposite to that when the curing material is injected. The inside of the circuit is washed, and when it cannot be washed with washing water, high pressure oil is supplied to the washing circuit from the piston driving hydraulic circuit side to wash with the high pressure oil.

【0010】また、上記方法を実施するための洗浄装置
としては、請求項2に記載したように、シールド機の後
端に装着された注入口部材はトンネル掘削壁面に向かっ
て後方に開口した硬化材注入通路と、この硬化材注入通
路の前端側に連通した硬化材送給通路と低圧の洗浄水を
送る洗浄水送給通路とを設けていると共に上記硬化材注
入通路内に高圧の油圧によって往復動するピストンを配
設し、このピストンの前方への往動によって上記硬化材
送給通路を硬化材注入通路側に連通させて硬化材注入回
路を形成する一方、上記ピストンの復動によって上記洗
浄水送給通路を硬化材送給通路側に連通させて洗浄回路
を形成するように構成してあり、さらに、上記ピストン
の駆動用油圧回路を切換弁を介して注入口部材の上記洗
浄水送給通路に連通した洗浄水送給管に接続して洗浄水
送給通路に高圧油を供給可能に構成しているものであ
る。
Further, as a cleaning device for carrying out the above method, as described in claim 2, the inlet member attached to the rear end of the shield machine is hardened by opening rearward toward the tunnel excavation wall surface. A material injection passage, a hardening material feeding passage communicating with the front end side of the hardening material feeding passage, and a cleaning water feeding passage for feeding low-pressure washing water are provided, and a high pressure hydraulic pressure is applied to the hardening material feeding passage. A reciprocating piston is provided, and the forward movement of the piston causes the hardening material feed passage to communicate with the hardening material injection passage side to form a hardening material injection circuit. The cleaning water supply passage is configured to communicate with the hardener supply passage side to form a cleaning circuit. Further, the hydraulic circuit for driving the piston is connected to the cleaning water of the inlet member via a switching valve. Connected to the feeding passage Wash water feed passage connected to the supply pipe feeding washing water to those that are supplied configured to be capable of high-pressure oil.

【0011】[0011]

【作用】シールド機によって掘削されたトンネル壁面と
セグメント或いは型枠との間に硬化材を注入して硬化層
を形成する場合には、硬化材注入口部材の注入通路内に
配設しているピストンを往動させて硬化材注入回路に切
り換えたのち、トンネル内に配管している硬化材送給管
を通じてポンプ駆動により硬化材を硬化材注入口部材に
設けた硬化材送給通路内に圧入し、硬化材を該送給通路
を通じて硬化材注入通路からトンネル掘削壁面に裏込注
入する。
When the hardener is injected between the tunnel wall excavated by the shield machine and the segment or the mold to form the hardened layer, the hardener is disposed in the injection passage of the hardener injection port member. After moving the piston forward to switch to the hardening material injection circuit, press the hardening material into the hardening material feed passage provided in the hardening material injection member by pump drive through the hardening material feed pipe installed in the tunnel. Then, the hardening material is back-filled and injected into the tunnel excavation wall surface from the hardening material injection passage through the feeding passage.

【0012】次に、この硬化材の注入工程が完了する
と、ピストンを復動させて洗浄回路に切り換えたのち、
通路内に残存する硬化材の排除工程に移る。この排除工
程は、トンネル内に配管している洗浄水送給管を通じて
ポンプ駆動により洗浄水を硬化材注入口部材に設けた洗
浄水送給通路内に圧送し、該送給通路から硬化材注入通
路を通じて硬化材送給通路側に流通させることにより行
われる。
Next, when the step of injecting the hardening material is completed, the piston is moved back to switch to the cleaning circuit,
The process moves to the step of removing the hardened material remaining in the passage. In this elimination step, the cleaning water is pumped through a cleaning water supply pipe provided in the tunnel into the cleaning water supply passage provided in the curing material injection port member, and the curing material is injected from the supply passage. It is performed by circulating the hardened material through the passage to the side of the hardened material feeding passage.

【0013】また、硬化材注入後から洗浄開始までの時
間が長く要した場合や、硬化材に混合した急結材による
硬化速度が速い場合には、通路内で硬化材が硬化して洗
浄水の供給圧では洗浄、除去できない事態が発生する。
この場合には、上記のようにピストンの復動により洗浄
回路側に切り換えた状態で該ピストンの駆動用油圧回路
側から洗浄水送給管内に高圧油を送り込み、洗浄水送給
管から硬化材注入口部材の洗浄水送給通路内を通じて硬
化材注入通路に圧送してその高油圧により通路内の硬化
材を硬化材送給管側に押し出し、該送給管内を硬化材供
給方向と逆方向に流動させて管路外に排出するものであ
る。
Further, when it takes a long time from the injection of the curing material to the start of cleaning, or when the curing speed of the quick-setting material mixed with the curing material is high, the curing material is cured in the passage to wash water. At the supply pressure of 2, the situation that cleaning and removal cannot occur occurs.
In this case, high pressure oil is fed into the cleaning water supply pipe from the driving hydraulic circuit side of the piston in a state where the piston is moved back to the cleaning circuit side as described above, and the hardening material is supplied from the cleaning water supply pipe. Through the cleaning water feed passage of the inlet member, the hard material is pressure-fed to the hard material feed passage by the high hydraulic pressure, and the hard material in the passage is pushed to the hard material feed pipe side, and the inside of the feed pipe is in the opposite direction to the hard material feed direction It is discharged to the outside of the pipeline after being made to flow.

【0014】[0014]

【発明の実施の形態】次に、本発明の具体的な実施例を
図面について説明する。図1において、1はカッター板
1aを回転駆動させながら推進することによってトンネル
Tを掘削するシールド機で、そのスキンプレート1bの後
端部に注入口部材2を固着している。この注入口部材2
は、図2〜図5に示すように、その幅方向の中央部に前
後端面間に亘ってビストン室3と硬化材注入通路4とが
同一中心線上に穿設され、ピストン室3は注入口部材2
の前半部側に、注入通路4は後半部側にそれぞれ設けら
れて注入通路4の後端開口部をトンネル掘削壁面tとセ
グメントまたは型枠(以下、セグメントSとして説明す
る)との間の隙間に臨ませている。また、ピストン室3
と注入通路4との連設部には一定長さを有するロッド体
5を摺動自在に挿通させている仕切壁3aが設けられてい
る。このロッド体5の前端部にはピストン室3内で前後
摺動する第1ピストン5aが固着していると共に後端部に
は注入通路4内で前後摺動する第2ピストン5bが固着し
ている。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, specific embodiments of the present invention will be described with reference to the drawings. In FIG. 1, 1 is a cutter plate
This is a shield machine for excavating the tunnel T by propelling 1a while rotating it, and an injection port member 2 is fixed to the rear end of the skin plate 1b. This inlet member 2
2 to 5, a Viston chamber 3 and a hardening material injection passage 4 are bored on the same center line across the front and rear end faces in the center portion in the width direction, and the piston chamber 3 is provided with an injection port. Member 2
Of the injection passage 4 is provided in the front half portion side of the tunnel passage and the rear end opening of the injection passage 4 is a gap between the tunnel excavation wall surface t and a segment or formwork (hereinafter, referred to as segment S). To face. Also, the piston chamber 3
A partition wall 3a in which a rod body 5 having a fixed length is slidably inserted is provided in a continuous portion of the injection passage 4 and the injection passage 4. A first piston 5a that slides back and forth in the piston chamber 3 is fixed to the front end of the rod body 5, and a second piston 5b that slides back and forth in the injection passage 4 is fixed to the rear end. There is.

【0015】さらに、上記注入通路4の前端側における
注入口部材2の一側部に該注入通路4と連通した洗浄水
送給通路6を設けていると共に、この洗浄水送給通路6
から注入通路4の前方寄り部分における注入口部材2の
他側部に、注入通路4の中間部に連通した硬化材送給通
路7を設けている。そして、上記ロッド体5を往動させ
てその第2ピストン5bを硬化材送給通路7から前方側の
注入通路前端部内に位置させた時に、洗浄水送給通路6
と硬化材送給通路7との連通を遮断して硬化材送給通路
7を注入通路4側に連通させた硬化材注入回路を形成
し、ロッド体5を復動させてその第2ピストン5bを硬化
材注入通路4の前端開口部側に位置させた時に、洗浄水
送給通路6を硬化材注入通路4から硬化材送給通路7側
に連通させた洗浄回路を形成するように構成している。
Further, a cleaning water supply passage 6 communicating with the injection passage 4 is provided at one side of the injection port member 2 on the front end side of the injection passage 4, and the cleaning water supply passage 6 is provided.
On the other side of the injection port member 2 in the front portion of the injection passage 4, a hardening material feeding passage 7 communicating with the middle portion of the injection passage 4 is provided. Then, when the rod body 5 is moved forward to position the second piston 5b from the hardening material feeding passage 7 in the front end portion of the injection passage on the front side, the cleaning water feeding passage 6
And the hardening material feed passage 7 are cut off to form a hardening material injection circuit in which the hardening material feed passage 7 is connected to the injection passage 4 side, and the rod body 5 is moved back to move the second piston 5b. Is located on the front end opening side of the curing material injection passage 4, a cleaning circuit is formed by connecting the cleaning water supply passage 6 from the curing material injection passage 4 to the curing material supply passage 7 side. ing.

【0016】上記第1、第2ピストン5a、5bを有するロ
ッド体5は、硬化材注入口部材2外におけるシールド機
1内、又はトンネルT内の適所に設置したピストン駆動
用油圧回路により前後往復動させられる。このピストン
駆動用油圧回路は、図1に示すように、油圧供給源であ
る油圧ユニット8の油圧ポンプに連通したピストン往動
用圧油供給管8aとピストン復動用圧油供給管8bとからな
り、これらの供給管8a、8bを硬化材注入口部材2のピス
トン室3における第1ピストン5aを挟んだ前後側の室内
にそれぞれ連結、連通させている。
The rod body 5 having the first and second pistons 5a and 5b is reciprocated back and forth by a piston driving hydraulic circuit installed at a proper position inside the shield machine 1 outside the hardening material inlet member 2 or inside the tunnel T. Be moved. As shown in FIG. 1, the piston driving hydraulic circuit includes a piston forward pressure oil supply pipe 8a and a piston backward movement pressure oil supply pipe 8b which communicate with a hydraulic pump of a hydraulic unit 8 as a hydraulic pressure supply source. These supply pipes 8a and 8b are connected and communicated with the front and rear chambers of the hardening material injection port member 2 in the piston chamber 3 with the first piston 5a interposed therebetween.

【0017】一方、トンネルTの掘削始端側である立坑
内又は地上等の坑外、即ち、シールド機1に対して立坑
側に水槽11とモルタル等の硬化材Mを収容した硬化材槽
12とを設置してあり、この水槽11と硬化材槽12とにそれ
ぞれ洗浄水送給管9と硬化材送給管10の後端を連結、連
通させていると共にこれらの管9、10をトンネルT内を
通じてシールド機1の後端に装着した上記硬化材注入口
部材2に設けている洗浄水送給通路6と硬化材送給通路
7にそれぞれ連結、連通させている。
On the other hand, a hardening material tank containing a water tank 11 and a hardening material M such as mortar on the shaft side of the tunnel T at the start of excavation or outside the shaft, that is, on the shaft side of the shield machine 1.
12 are installed, and the rear ends of the cleaning water feed pipe 9 and the hardening material feed pipe 10 are connected and communicated with the water tank 11 and the hardening material tank 12, respectively. Through the tunnel T, the cleaning water feed passage 6 and the hardening material feed passage 7 provided in the hardening material injection port member 2 attached to the rear end of the shield machine 1 are connected and communicated with each other.

【0018】さらに、シールド機1側において、洗浄水
送給通路6と上記油圧回路におけるピストン復動用圧油
供給管8bの中間部とを切換弁13と逆止弁14を備えた接続
管15によって連結、連通させていると共にこの接続管15
から注入口部材2の油圧ポートに到るピストン復動用圧
油供給管8bの適所に開閉弁16を設けてあり、また、接続
管15に達するまでの洗浄水送給管9に開閉弁17を設けて
いる。
Further, on the side of the shield machine 1, the washing water feed passage 6 and the intermediate portion of the piston return pressure oil supply pipe 8b in the hydraulic circuit are connected by a connecting pipe 15 provided with a switching valve 13 and a check valve 14. This connecting pipe 15 is connected and communicated
An opening / closing valve 16 is provided at an appropriate position on the piston return pressure oil supply pipe 8b from the inlet to the hydraulic port of the inlet member 2, and an opening / closing valve 17 is provided on the flush water supply pipe 9 until reaching the connection pipe 15. It is provided.

【0019】上記硬化材送給管10のライン中において、
上記注入口部材2の近傍部には第1バルブ18を設けてい
ると共に該第1バルブ18の後方側におけるシールド機1
近傍部におけるトンネルT内の送給管10のライン中に後
述する各バルブを開閉する信号を発信するコントローラ
に接続した電磁式濃度計19を設けてあり、さらに、該濃
度計19の前方側の硬化材送給管10のライン中に分離器20
を配設し、この分離器20によって送給管10をシールド機
1側に通じる送給管10側と後述する回収管21側に通じる
第1の分岐管22側とに分岐されている。この第1の分岐
管22には第3のバルブ23が設けられている。
In the line of the hardening material feed pipe 10,
A first valve 18 is provided in the vicinity of the injection port member 2 and the shield machine 1 on the rear side of the first valve 18 is provided.
An electromagnetic densitometer 19 connected to a controller for transmitting a signal for opening and closing each valve described later is provided in the line of the feed pipe 10 in the tunnel T in the vicinity thereof, and further, in front of the densitometer 19. Separator 20 in the line of hardening material feed pipe 10
The separator 20 divides the feed pipe 10 into a feed pipe 10 side communicating with the shield machine 1 side and a first branch pipe 22 side communicating with a recovery pipe 21 side described later. The first branch pipe 22 is provided with a third valve 23.

【0020】分離器20からシールド機1側に通じる硬化
材送給管10の適所に、第2バルブ24を設け且つ後述する
回収管21に通じる第2分岐管22' を連結、連通させてい
ると共に、この第2分岐管22' を挟んだ前後両側の送給
管10部分に第4、第5バルブ25、26を設けている。これ
らの第1、第2分岐管22、22' を連結、連通させた回収
管21は、トンネルT内を通じて立坑内又は地上等の立坑
側に設置した真空ポンプ38に真空槽39を介して連通して
いる。なお、分離器20からシールド機1までの送給管10
及び第2分岐管22' の径は分離器20までの送給管10の径
よりも小径にしてあり、送給管10を流れる硬化材が分離
器20を境に流速を増大するようにしている。第1分岐管
22の径は分離器20までの送給管10の径と等しく、送給管
10を流下する後述する栓体(図示せず)が通過する。さ
らに、回収管21は分離器20までの送給管10よりも大径で
あり、その前端には大気が流入する流入口が設けられて
いる。
A second valve 24 is provided at an appropriate position of the hardening material feed pipe 10 leading from the separator 20 to the shield machine 1 side, and a second branch pipe 22 'leading to a recovery pipe 21 described later is connected and communicated. At the same time, fourth and fifth valves 25, 26 are provided at the front and rear sides of the feed pipe 10 sandwiching the second branch pipe 22 '. The recovery pipe 21 connecting and communicating these first and second branch pipes 22 and 22 'communicates through a vacuum tank 39 to a vacuum pump 38 installed in the vertical shaft through the tunnel T or on the vertical shaft side such as the ground. are doing. In addition, the feed pipe 10 from the separator 20 to the shield machine 1
And the diameter of the second branch pipe 22 'is smaller than the diameter of the feed pipe 10 up to the separator 20, so that the hardening material flowing through the feed pipe 10 increases the flow velocity at the separator 20. There is. First branch pipe
The diameter of 22 is equal to the diameter of the feed pipe 10 to the separator 20,
A plug body (not shown), which will be described later, flowing down 10 passes through. Further, the recovery pipe 21 has a diameter larger than that of the feed pipe 10 up to the separator 20, and the front end thereof is provided with an inflow port through which the atmosphere flows.

【0021】一方、トンネルT内に配管された上記硬化
材送給管10は、立坑側において、立坑内又は地上に設置
した第1ポンプ27の吐出側に第6バルブ28を介して連
結、連通していると共にこのポンプ27は上記硬化材槽12
に第7バルブ29を有する送給管部分を通じて連通してい
る。さらに、ポンプ27と第7バルブ29との間の送給管10
部分には第8バルブ30を有する連結管31の一端が連結、
連通していると共に該連結管31の他端は上記水槽11に連
通している。
On the other hand, the hardening material feed pipe 10 provided in the tunnel T is connected to the discharge side of the first pump 27 installed in the shaft or on the ground via the sixth valve 28 on the shaft side. At the same time, this pump 27
Through a feed pipe section having a seventh valve 29. Further, the feed pipe 10 between the pump 27 and the seventh valve 29
One end of a connecting pipe 31 having an eighth valve 30 is connected to the portion,
The connection pipe 31 communicates with the water tank 11 at the other end.

【0022】また、上記第6バルブ28を挟んでその両側
の送給管10部分に第9バルブ32と第10バルブ33を有する
バイパス管34の両端を連通させていると共に第9、第10
バルブ32、33間のバイパス管部分に第11バルブ35を有す
る栓体の挿入管36を連結、連通している。さらに、上記
洗浄水送給管9を第2ポンプ37を介してトンネルT内に
配設し、その前端をシールド機1の注入口部材2の上記
洗浄水送給通路6に連結、連通させている。
Further, both ends of a bypass pipe 34 having a ninth valve 32 and a tenth valve 33 are connected to the portion of the supply pipe 10 on both sides of the sixth valve 28, and the ninth and tenth valves are connected.
An insertion pipe 36 of a plug having an eleventh valve 35 is connected and communicated with a bypass pipe portion between the valves 32 and 33. Further, the cleaning water supply pipe 9 is arranged in the tunnel T via the second pump 37, and the front end thereof is connected to and communicates with the cleaning water supply passage 6 of the injection port member 2 of the shield machine 1. There is.

【0023】40はシールド機1側の上記注入口部材2近
傍部における硬化材送給管10に設けてられた上記第1バ
ルブ18と第4バルブ25間の送給管10のライン中に連通状
態で介在、配設した混合器で、この混合器40に逆止弁41
を有する急結材供給管42を連結、連通させてあり、この
供給管42から混合器40内を流動する硬化材に逆止弁41を
通じて硬化材を短時間で硬化させる急結材を供給するよ
うに構成している。
Reference numeral 40 communicates with the line of the feed pipe 10 between the first valve 18 and the fourth valve 25 provided in the hardening material feed pipe 10 in the vicinity of the injection port member 2 on the shield machine 1 side. With the mixer installed and arranged in this state, the check valve 41 is added to the mixer 40.
The quick-setting material supply pipe 42 having the above is connected and communicated, and the quick-setting material for hardening the hardening material in a short time is supplied from the supply pipe 42 to the hardening material flowing in the mixer 40 through the check valve 41. Is configured as follows.

【0024】以上のように構成した硬化材供給配管ライ
ンと洗浄水供給配管ラインとを使用してトンネル掘削壁
面に対する硬化層の形成、並びに、配管中の硬化材の排
除と管内洗浄方法を説明する。先ず、シールド機1によ
るトンネルの掘進は、周知のようにカッター板1aを回転
させながら行われ、一定長のトンネル掘削に従って後方
側でセグメントSが組立てられる。
The formation of a hardened layer on the wall surface of the tunnel excavation by using the hardener supply pipe line and the wash water supply pipe line configured as described above, and the method of removing the hardener in the pipe and cleaning the inside of the pipe will be described. . First, as is well known, excavation of a tunnel by the shield machine 1 is performed while rotating the cutter plate 1a, and the segment S is assembled on the rear side according to excavation of the tunnel of a certain length.

【0025】このセグメントSとトンネル掘削壁面tと
の間の空隙部にモルタル等の硬化材を裏込材として注入
するには、まず、油圧回路の油圧ユニット8を作動させ
てそのピストン往動用圧油供給管8aに圧油を供給し、注
入口部材2内のロッド体5を前方に往動させて図4に示
すように硬化材送給通路7を注入通路4側に連通させた
硬化材注入回路に切り換えた状態にする。なお、油圧回
路中の開閉弁16を開き、接続管15中の切換弁13を閉止さ
せておく。さらに回収管21の第1、第2分岐管22、22'
に設けている第2、第3バルブ23、24と、硬化材送給管
10と水槽11間の連結管31に設けている第8バルブ30と、
バイパス管34側に設けている第9、第10バルブ32、33を
閉止しておき、その他のバルブを開放した状態にしたの
ち、第1ポンプ27を作動させると、硬化材槽12内の硬化
材Mはポンプ27によって送給管10に圧送され、分離器20
から混合器40を通じて注入口部材2の硬化材送給通路7
に流入し、注入通路4から一定量、上記空隙部に注入、
充填される。
In order to inject a hardening material such as mortar into the gap between the segment S and the tunnel excavation wall surface t as a backfill material, first, the hydraulic unit 8 of the hydraulic circuit is operated to move the piston forward pressure. Hardened material in which pressure oil is supplied to the oil supply pipe 8a, the rod body 5 in the injection port member 2 is moved forward, and the hardening material feed passage 7 is communicated with the injection passage 4 side as shown in FIG. Switch to the injection circuit. The on-off valve 16 in the hydraulic circuit is opened and the switching valve 13 in the connecting pipe 15 is closed. Further, the first and second branch pipes 22 and 22 'of the recovery pipe 21
Second and third valves 23 and 24 provided in the
An eighth valve 30 provided on a connecting pipe 31 between the water tank 10 and the water tank 11,
After the ninth and tenth valves 32 and 33 provided on the bypass pipe 34 side are closed and the other valves are opened, the first pump 27 is operated to cure the hardening material tank 12. The material M is pumped by the pump 27 to the feed pipe 10, and the separator 20
Through the mixer 40 from the hardener feed passage 7 of the inlet member 2
To a certain amount from the injection passage 4, and is injected into the void portion,
Will be filled.

【0026】この際、硬化材が混合器40を通過する時
に、急結材供給管42を通じて混合器40に供給される急結
材と混合器40内で混合したのち、上記のように注入口部
材2の注入通路4側に送り込まれ、セグメントSとトン
ネル掘削壁面tとの間の空隙部に注入されたのち短時間
で硬化してセグメントS及びトンネル掘削壁面tに一体
に固着した硬化材層Mを形成する。
At this time, when the hardener passes through the mixer 40, it is mixed with the quick-setting material supplied to the mixer 40 through the quick-setting material supply pipe 42 in the mixer 40, and then the injection port is added as described above. A hardening material layer that is fed to the injection passage 4 side of the member 2 and injected into the gap between the segment S and the tunnel excavation wall surface t, and then hardens in a short time and integrally adheres to the segment S and the tunnel excavation wall surface t. Form M.

【0027】なお、セグメントSに代えて型枠を使用す
る場合には、該型枠とトンネル掘削壁面間の空隙部内に
注入した硬化材が一定の強度に達し、硬化するまで型枠
を前後方向に往復動させる。この往復動はシールド機1
側に型枠と連結したジャッキにより行うことができる。
When a mold is used in place of the segment S, the hardening material injected into the space between the mold and the wall surface of the tunnel excavation reaches a certain strength, and the mold is moved forward and backward until it hardens. To reciprocate. This reciprocating motion is shield machine 1
It can be done by a jack connected to the form on the side.

【0028】上記空隙部内に注入、充填した硬化材の硬
化後、再びシールド機1によって一定長のトンネルを掘
削するものであるが、空隙部への硬化材の注入完了から
一定長のトンネルを掘削して次の硬化材注入作業を行う
間に、あるいはシールド機等の機器の故障でシールド機
1が停止する間に、注入口部材2内の硬化材注入通路4
や硬化材送給通路7および硬化材送給管10内には硬化材
が残留しており、この硬化材が注入通路4や送給通路
7、硬化材送給管10内等に付着、硬化すると注入の妨げ
となるので、上記空隙内への硬化材の注入完了後、この
残留硬化材を洗浄水によって洗浄、除去する。
After the hardening material injected and filled into the void is hardened, a shield machine 1 is used to excavate a tunnel of a certain length again. The tunnel of a certain length is excavated after the injection of the hardening material into the void is completed. Then, while performing the next hardening material injection work, or while the shield machine 1 is stopped due to a failure of a device such as a shield machine, the hardening material injection passage 4 in the injection port member 2
The hardener remains in the hardened material feed passage 7 and the hardened material feed pipe 10, and the hardened material adheres to the injection passage 4, the feed passage 7, the hardened material feed pipe 10, etc. and hardens. This hinders the injection, so after the completion of the injection of the hardening material into the void, the residual hardening material is washed and removed with washing water.

【0029】その除去方法は、まず、急結材の混合によ
って硬化速度を促進されている硬化材が残留した上記注
入口部材2内の硬化材送給通路7から混合器40間の管路
内を洗浄したのち、急結材が混合していない硬化材送給
管10内の洗浄を行う。硬化材送給通路7側の洗浄は、第
1バルブ18と第4バルブ25、第2バルブ24を開放し、第
3バルブ23と第5バルブ26を閉止した状態にすると共
に、油圧回路の油圧ユニット8を作動させてそのピスト
ン復動用圧油供給管8bに圧油を供給し、注入口部材2内
のロッド体5を後方に復動させて図5に示すように硬化
材送給通路7と洗洗浄水送給通路6とを連通させた洗浄
回路に切り換える。なお、この場合も油圧回路中の開閉
弁16を開き、接続管15中の切換弁13を閉止させておく。
The removal method is as follows: First, in the pipe line between the hardening material feed passage 7 in the injection port member 2 and the mixer 40 in which the hardening material whose hardening speed is accelerated by the mixing of the quick-setting material remains. After cleaning, the inside of the hardening material supply pipe 10 in which the quick-setting material is not mixed is cleaned. The cleaning of the hardening material supply passage 7 side is performed by opening the first valve 18, the fourth valve 25, and the second valve 24 and closing the third valve 23 and the fifth valve 26, and at the same time, the hydraulic pressure of the hydraulic circuit. The unit 8 is actuated to supply pressure oil to the piston return pressure oil supply pipe 8b, and the rod body 5 in the injection port member 2 is moved backward to move the hardening material feed passage 7 as shown in FIG. The washing circuit is connected to the washing water supply passage 6. In this case as well, the open / close valve 16 in the hydraulic circuit is opened and the switching valve 13 in the connecting pipe 15 is closed.

【0030】この状態で第2ポンプ37を作動させると、
水槽11内から洗浄水が送給管9を通じて注入口部材2の
洗浄水送給通路6から硬化材注入通路4を通して硬化材
送給通路7に流入し、さらにこの硬化材送給通路7から
硬化材送給管10の先端側の管路中の混合器40を通じて第
4バルブ25から第2バルブ24を設けている第2分岐管2
2' 内を流通してその間の管路中に残存している硬化材
が洗浄水によって回収管21側に押し出され、洗浄され
る。この時、立坑側に設置したバキュームポンプ38を作
動させれば、回収管21側に押し出された硬化材を迅速に
立坑側に排除することができる。なお、上記第2ポンプ
37は高圧タービンポンプであって、10〜20Kgf/cm2=の水
圧でもって洗浄水を圧送することにより洗浄することが
できる。
When the second pump 37 is operated in this state,
The cleaning water from the water tank 11 flows through the supply pipe 9 from the cleaning water supply passage 6 of the injection port member 2 to the hardener supply passage 7 through the hardener injection passage 4, and is further cured from the hardener supply passage 7. The second branch pipe 2 in which the fourth valve 25 to the second valve 24 are provided through the mixer 40 in the pipe line on the tip side of the material feeding pipe 10.
The hardener that flows through 2'and remains in the pipeline between them is extruded by the wash water toward the recovery pipe 21 and washed. At this time, if the vacuum pump 38 installed on the vertical shaft side is operated, the hardened material extruded to the recovery pipe 21 side can be promptly removed to the vertical shaft side. The above second pump
37 is a high-pressure turbine pump, which can be washed by pumping wash water with a water pressure of 10 to 20 Kgf / cm 2 =.

【0031】次に、硬化材注入後から洗浄開始までの時
間が長く要すると、特に、硬化材に急結材を混合させる
硬化材送給管路中や注入口部材2の硬化材注入通路4お
よび硬化材送給通路7内で硬化材が硬化して、上記のよ
うな高圧のポンプによる洗浄水の圧力でもってしても硬
化材を洗浄、除去できない事態が発生する。このような
事態は、シールド機1が掘進速度の低い低速運転時にお
いても発生する。すなわち、低速運転時には硬化材の注
入量が減少するので、急結材を混合させた硬化材が送給
管路や通路内の外周部分では停滞して中心部分で流動す
る、いわゆるパイピング現象が発生し、流動しない硬化
材が管壁な通路内壁に付着、堆積してやがては閉塞する
ことになる。
Next, if it takes a long time from the injection of the curing material to the start of cleaning, particularly in the curing material feeding pipe for mixing the quick-setting material with the curing material or the curing material injection passage 4 of the injection port member 2. In addition, the hardening material hardens in the hardening material supply passage 7, and the hardening material cannot be washed and removed even by the pressure of the washing water by the high-pressure pump as described above. Such a situation occurs even when the shield machine 1 is operated at a low speed with a low excavation speed. That is, since the injection amount of the hardening material decreases at low speed operation, the so-called piping phenomenon occurs in which the hardening material mixed with the quick-setting material stagnates in the outer peripheral portion of the feeding pipeline or passage and flows in the central portion. However, the hardening material that does not flow adheres to and accumulates on the inner wall of the passage, which is a tube wall, and eventually closes.

【0032】従って、上述したような洗浄水の供給圧で
は洗浄、除去できない上記のような事態が発生した場合
には次に述べるように、洗浄水の圧力よりも高い油圧
(210Kgf/cm2) を使用して送給管路や通路内の硬化材を
洗浄、除去するものである。即ち、油圧回路中の開閉弁
16を閉じる一方、接続管15中の切換弁13を開き、洗浄水
送給通路6中の開閉弁17を閉じた状態にすると共に、上
記のように硬化材送給通路7と洗洗浄水送給通路6とを
連通させた洗浄回路に切り換えた状態で、油圧ユニット
8からピストン復動用圧油供給管8bに高圧油を圧送する
と、該圧油は接続管15から洗浄水送給管9に流入し、こ
の洗浄水送給管9から注入口部材2の洗浄水送給通路6
内に圧送されたのち、硬化材注入通路4を通して硬化材
送給通路7に流入し、さらにこの硬化材送給通路7から
硬化材送給管10の先端側の管路中の混合器40を通じて第
4バルブ25から第2バルブ24を設けている第2分岐管2
2' 内を流通し、硬化材注入通路4や硬化材送給通路7
内、及び第2分岐管22' に到る間の硬化材送給管路内に
残存している硬化材を圧油によって回収管21側に押し出
して洗浄、除去するものである。
Therefore, when the above-mentioned situation in which the cleaning water cannot be washed and removed by the supply pressure of the cleaning water as described above occurs, as described below, the hydraulic pressure higher than the pressure of the cleaning water (210 Kgf / cm 2 ). Is used to clean and remove the hardened material in the feeding pipelines and passages. That is, the on-off valve in the hydraulic circuit
While closing the valve 16, the switching valve 13 in the connecting pipe 15 is opened, and the on-off valve 17 in the cleaning water supply passage 6 is closed, and the hardening material supply passage 7 and the cleaning water supply passage are connected as described above. When the high pressure oil is pressure-fed from the hydraulic unit 8 to the piston return pressure oil supply pipe 8b in the state where the cleaning circuit is connected to the supply passage 6, the pressure oil is transferred from the connection pipe 15 to the cleaning water supply pipe 9. Inflowing from the cleaning water supply pipe 9 to the cleaning water supply passage 6 of the inlet member 2.
After being pressure-fed in, it flows into the hardening material feeding passage 7 through the hardening material injection passage 4, and further from this hardening material feeding passage 7 through the mixer 40 in the conduit on the tip side of the hardening material feeding pipe 10. Second branch pipe 2 provided with fourth valve 25 to second valve 24
The hardener injection passage 4 and the hardener feed passage 7 that flow in the 2 '
The hardened material remaining in the hardened material feeding pipe line between the inside and the second branch pipe 22 'is pushed out to the recovery pipe 21 side by pressure oil to be washed and removed.

【0033】次に、急結材が混合されるまでの硬化材送
給管10中において、該硬化材送給管10内に残留する硬化
材を排除すると共に該送給管10内を洗浄するには、ま
ず、バイパス管34に連通した栓体挿入管36内に第11バル
ブ35を通して第9バルブ32と第10バルブ33間のバイパス
管部分に栓体(図示せず)を挿入したのち、第11バルブ
35を閉じた状態にしておくと共にトンネルT側の硬化材
送給管10に設けている第5バルブ26、バイパス管34間に
設けている第6バルブ28及び硬化材層側の第7バルブ29
を閉止し、第3バルブ23、第8〜第10バルブ30、32、33
を開放した状態にして第1ポンプ27を作動させると、水
槽11から連結管31を通じて硬化材送給管10に洗浄水が供
給される。
Next, in the curing material supply pipe 10 until the quick-setting material is mixed, the curing material remaining in the curing material supply pipe 10 is removed and the inside of the supply pipe 10 is cleaned. First, after inserting the plug (not shown) into the bypass pipe portion between the ninth valve 32 and the tenth valve 33 through the eleventh valve 35 in the plug insertion pipe 36 communicating with the bypass pipe 34, 11th valve
The valve 35 is kept closed and the fifth valve 26 provided on the hardening material supply pipe 10 on the tunnel T side, the sixth valve 28 provided between the bypass pipes 34, and the seventh valve 29 on the hardening material layer side.
Closed, the third valve 23, the eighth to tenth valves 30, 32, 33
When the first pump 27 is actuated in the open state, cleaning water is supplied from the water tank 11 to the hardening material supply pipe 10 through the connecting pipe 31.

【0034】この洗浄水が第10バルブ33側からバイパス
管34内に圧流し、栓体の背面をその水圧によって押圧し
て栓体が第9バルブ32を通じて硬化材送給管10内に入
り、送給管10内を摺動しながら前進して送給管10内に残
留している硬化材を押し進めて第3バルブ23を設けてい
る第1分岐管22に流出し、回収管21に押し出され、立坑
側に排除される。この間、栓体がトンネルT内の硬化材
送給管10中に配設している電磁式濃度計19を通過する
と、該濃度計19によって送給管10内が硬化材から洗浄水
に変わったことを検出される。
This wash water is forced to flow into the bypass pipe 34 from the tenth valve 33 side, the back surface of the plug is pressed by the water pressure, and the plug enters the hardening material feed pipe 10 through the ninth valve 32. While sliding in the feed pipe 10, it moves forward to push the hardened material remaining in the feed pipe 10 to flow out to the first branch pipe 22 provided with the third valve 23, and then to the recovery pipe 21. Is removed to the vertical shaft side. During this time, when the plug passed through the electromagnetic densitometer 19 disposed in the hardening material feed pipe 10 in the tunnel T, the densitometer 19 changed the inside of the feeding pipe 10 from the hardening material to the cleaning water. To be detected.

【0035】この硬化材から洗浄水に変わったことを濃
度計19によって検出されると、該濃度計19から発信する
信号によってコントローラーを介して直ちに第2バルブ
24と第5バルブ26を開放すると共に、第3バルブ23を閉
じることによって洗浄水は分離器27から第2分岐管22'
に流れ、その中の硬化材を回収管21に自動的に排出す
る。この時、栓体は分離器20の栓体受入口に臨んでい
る。その後、第5バルブ26を閉じ、第3バルブ23を開放
すると、栓体と共に残留硬化材が第1分岐管22から完全
に自動的に排出される。この時、分離器20から前側の送
給管10及び第2分岐管22' の径を細くしているので、洗
浄水の流速が大きくなり、栓体がなくても残留硬化材を
完全に洗浄することができる。
When it is detected by the densitometer 19 that the hardened material is changed to washing water, a signal sent from the densitometer 19 immediately causes the second valve to pass through the controller.
By opening the valve 24 and the fifth valve 26 and closing the third valve 23, the washing water flows from the separator 27 to the second branch pipe 22 '.
And the hardened material therein is automatically discharged to the recovery pipe 21. At this time, the plug faces the plug receiving port of the separator 20. After that, when the fifth valve 26 is closed and the third valve 23 is opened, the residual hardened material together with the plug is completely and automatically discharged from the first branch pipe 22. At this time, since the diameters of the feed pipe 10 and the second branch pipe 22 'on the front side from the separator 20 are made small, the flow rate of the washing water is increased, and the residual hardened material is completely washed without the plug body. can do.

【0036】なお、第1分岐管22内の硬化材の排出は、
濃度計19によって硬化材から洗浄水に変わったことを検
出されると、そのまましばらくすると栓体が第1分岐管
22から回収管21内に排出されるので、その後、第2分岐
管22' 内の残留硬化材を洗浄するようにしてもよい。残
留硬化材及び栓体が回収管21に排出されると、予め作動
させていたバキュームポンプ38によって、回収管21を通
じて立坑側の真空槽29に捕捉され、滞留して排除するこ
とができる。
Incidentally, the discharge of the hardening material in the first branch pipe 22 is
When it is detected by the densitometer 19 that the hardened material has changed to cleaning water, the stopper will be replaced by the first branch pipe after a while.
Since it is discharged into the recovery pipe 21 from 22, the residual hardened material in the second branch pipe 22 ′ may be washed thereafter. When the residual hardener and the plug are discharged into the recovery pipe 21, the vacuum pump 38 that has been operated in advance captures the residual hardened material and the plug through the recovery pipe 21 into the vacuum tank 29 on the vertical shaft side, and retains and removes them.

【0037】なお、バイパス管34の間の送給管10中に設
けている第6バルブ28内の洗浄は上記栓体を送給管10側
に送り込んだのち、バイパス管34中の第9、第10バルブ
32、33を閉止し、該第6バルブ28を開放することによっ
て行うものである。また、第2分岐管22' 及び第2バル
ブ24を設けることなく、前述した洗浄水送給管9を用い
て注入部材2内を洗浄する際に、第3バルブ23を開放
し、第6バルブ28を閉じることによって分離器20より前
方の送給管10内の硬化材を第1分岐管22内を通過させて
洗浄するようにしてもよい。
In order to clean the inside of the sixth valve 28 provided in the feed pipe 10 between the bypass pipes 34, the plug body is fed to the feed pipe 10 side, and then the ninth valve in the bypass pipe 34, 10th valve
This is done by closing 32 and 33 and opening the sixth valve 28. Further, when the inside of the injection member 2 is cleaned by using the cleaning water supply pipe 9 described above without providing the second branch pipe 22 'and the second valve 24, the third valve 23 is opened and the sixth valve is opened. By closing 28, the hardening material in the feed pipe 10 in front of the separator 20 may be passed through the first branch pipe 22 to be washed.

【0038】分離器20内に達した栓体は上記実施例同様
に分岐管22内に入る一方、硬化材は上述したように送給
管10から硬化材注入口部材2内の通路を流通して回収管
21へと流出する。この時、第1ポンプ27と共にバキュー
ムポンプ38を作動させれば、回収管21内を通じて硬化材
を立坑側に円滑に排除することができる。なお、濃度計
19により硬化材の排除が完了された時点の検出、及び、
該濃度計19からの電気的信号によって各バルブの自動切
り換えは上記実施例と同様である。また、栓体は上記し
たように洗浄水によって管内の硬化材を排除する場合に
使用するだけでなく、洗浄水が充満した送給管10内に再
度硬化材を送給する際にも使用できる。その際にも栓体
が濃度計19を通過して第1分岐管22に入り、濃度計19が
洗浄水から硬化材に変化したことを検知すると硬化材が
注入口部材2の方向に流れるようにバルブを操作する。
このように濃度計19によって管内を流れる物質を識別す
ることができ、その信号によって自動的にバルブの操作
をすることができる。
The plug reaching the separator 20 enters the branch pipe 22 as in the above embodiment, while the hardening material flows from the feeding pipe 10 through the passage in the hardening material inlet member 2 as described above. Recovery pipe
Spill to 21. At this time, by operating the vacuum pump 38 together with the first pump 27, the hardened material can be smoothly removed to the vertical shaft side through the inside of the recovery pipe 21. A densitometer
Detection when the elimination of the hardened material is completed by 19, and
The automatic switching of each valve by the electric signal from the densitometer 19 is the same as in the above embodiment. Further, the stopper can be used not only when the hardened material in the pipe is removed by the wash water as described above, but also when the hardened material is fed again into the feed pipe 10 filled with the wash water. . Also at that time, the stopper passes through the densitometer 19 and enters the first branch pipe 22, and when the densitometer 19 detects that the washing water is changed to the hardened material, the hardened material flows toward the inlet member 2. Operate the valve.
Thus, the concentration meter 19 can identify the substance flowing in the tube, and the signal can automatically operate the valve.

【0039】[0039]

【発明の効果】以上のように本発明によれば、シールド
機の後端に装着されてピストンの往復動により硬化材注
入回路と低圧の洗浄水を送る洗浄回路とに切り換える構
造を有する注入口部材を洗浄する際に、硬化材注入後に
洗浄回路に切り換えて洗浄水を硬化材注入回路内に硬化
材注入時とは逆方向に流通させることにより硬化材注入
回路内を洗浄し、洗浄水によって洗浄できない時に上記
ピストン駆動用油圧回路側から洗浄回路に高圧油を供給
して該圧油によって洗浄するものであるから、硬化材注
入回路と洗浄回路とに切り換えるピストンの作動用油圧
回路を利用して洗浄水では洗浄、除去が困難な注入口部
材内の硬化材注入通路内や硬化材送給通路内に残存する
硬化材を洗浄水よりも高圧の圧油によって硬化材送給管
路側に押し出すことができ、注入口部材内の硬化材通路
を容易に且つ能率よく洗浄し得るものであり、従って、
硬化材送給通路や管路内での硬化材による閉塞を確実に
防止しながら、トンネル掘削壁面に対する硬化材の注入
作業を順次、円滑に行えてトンネル築造の作業性を向上
させることができるものである。
As described above, according to the present invention, the injection port is attached to the rear end of the shield machine and has a structure for switching between the hardening material injection circuit and the cleaning circuit for sending low-pressure cleaning water by the reciprocating motion of the piston. When cleaning the material, switch to the cleaning circuit after injecting the hardening material and let the washing water flow in the hardening material injecting circuit in the direction opposite to the direction in which the hardening material is injected to wash the inside of the hardening material injecting circuit. When cleaning cannot be performed, high-pressure oil is supplied from the piston driving hydraulic circuit side to the cleaning circuit to perform cleaning with the pressure oil.Therefore, a hydraulic circuit for operating the piston that switches between the hardening material injection circuit and the cleaning circuit is used. The hardened material remaining in the hardened material injection passage or the hardened material feeding passage in the inlet member, which is difficult to clean and remove with washing water, is pushed out to the hardened material feeding pipeline side by the pressure oil having a pressure higher than that of the washing water. This It can be, which the curing material passage inlet in member can wash easily and efficiently, therefore,
It is possible to improve the workability of tunnel construction by reliably and sequentially injecting the hardened material into the tunnel excavation wall surface while reliably preventing the hardened material from being blocked by the hardened material in the hardened material feeding passage or pipe. Is.

【図面の簡単な説明】[Brief description of drawings]

【図1】立坑側からシールド機に至る配管図、[Figure 1] Piping diagram from the shaft to the shield machine,

【図2】シールド機の後端に装着した注入口部材の縦断
側面図、
FIG. 2 is a vertical sectional side view of an injection port member attached to the rear end of the shield machine,

【図3】その縦断正面図、FIG. 3 is a vertical sectional front view thereof,

【図4】その横断面図、FIG. 4 is a cross sectional view thereof,

【図5】硬化材通路と洗浄水通路とを連通させた状態の
横断面図。
FIG. 5 is a cross-sectional view showing a state in which a hardening material passage and a washing water passage are communicated with each other.

【符号の説明】[Explanation of symbols]

1 シールド機 2 注入口部材 4 硬化材注入通路 5a、5b ピストン 6 洗浄水送給通路 7 硬化材送給通路 8 油圧ユニット 8a、8b 圧油供給管 9 洗浄水送給管 10 硬化材送給管 1 shield machine 2 inlet member 4 hardening material injection passage 5a, 5b piston 6 cleaning water feeding passage 7 hardening material feeding passage 8 hydraulic unit 8a, 8b pressure oil supply pipe 9 washing water feeding pipe 10 hardening material feeding pipe

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 シールド機の後端に装着されてピストン
の往復動により硬化材注入回路と洗浄回路とに切り換え
る構造を有する注入口部材の洗浄方法であって、硬化材
注入後に低圧の洗浄水を送る洗浄回路に切り換えて洗浄
水を硬化材注入回路内に硬化材注入時とは逆方向に流通
させることにより硬化材注入回路内を洗浄し、洗浄水に
よって洗浄できない時に上記ピストン駆動用油圧回路側
から洗浄回路に高圧油を供給して該高圧油によって洗浄
することを特徴とするシールド工法における注入口部材
の洗浄方法。
1. A method of cleaning an injection port member, which is mounted on a rear end of a shield machine and has a structure for switching between a hardening material injection circuit and a cleaning circuit by reciprocating movement of a piston, wherein low pressure cleaning water is used after the hardening material is injected. The cleaning circuit is sent to the hardener injection circuit to wash the hardener injection circuit by circulating it in the opposite direction to the hardener injection circuit. A method for cleaning an injection port member in a shield construction method, comprising: supplying high-pressure oil from a side to a cleaning circuit to perform cleaning with the high-pressure oil.
【請求項2】 シールド機の後端に装着された注入口部
材はトンネル掘削壁面に向かって後方に開口した硬化材
注入通路と、この硬化材注入通路の前端側に連通した硬
化材送給通路と低圧の洗浄水を送る洗浄水送給通路とを
設けていると共に上記硬化材注入通路内に高圧の油圧に
よって往復動するピストンを配設し、このピストンの前
方への往動によって上記硬化材送給通路を硬化材注入通
路側に連通させて硬化材注入回路を形成する一方、上記
ピストンの復動によって上記洗浄水送給通路を硬化材送
給通路側に連通させて洗浄回路を形成するように構成し
てあり、さらに、上記ピストンの駆動用油圧回路を切換
弁を介して注入口部材の上記洗浄水送給通路に連通した
洗浄水送給管に接続して洗浄水送給通路に高圧油を供給
可能に構成していることを特徴とするシールド工法にお
ける注入口部材の洗浄装置。
2. An injection port member attached to a rear end of the shield machine is a hardening material injection passage opening rearward toward a wall surface for excavating a tunnel, and a hardening material feed passage communicating with a front end side of the hardening material injection passage. And a cleaning water supply passage for supplying low-pressure cleaning water, and a piston that reciprocates by high-pressure hydraulic pressure is arranged in the hardening material injection passage, and the hardening material is moved forward by the piston. The feeding passage is communicated with the hardening material injection passage side to form a hardening material injection circuit, while the return movement of the piston causes the cleaning water feeding passage to communicate with the hardening material feeding passage side to form a washing circuit. Further, the hydraulic circuit for driving the piston is connected to a cleaning water supply pipe communicating with the cleaning water supply passage of the inlet member via a switching valve to connect the cleaning water supply passage to the cleaning water supply passage. High pressure oil can be supplied A cleaning device for an inlet member in a shield construction method, which is characterized in that
JP13073796A 1996-04-26 1996-04-26 Method and apparatus for cleaning inlet member in shield method Expired - Fee Related JP3253855B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13073796A JP3253855B2 (en) 1996-04-26 1996-04-26 Method and apparatus for cleaning inlet member in shield method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13073796A JP3253855B2 (en) 1996-04-26 1996-04-26 Method and apparatus for cleaning inlet member in shield method

Publications (2)

Publication Number Publication Date
JPH09291793A true JPH09291793A (en) 1997-11-11
JP3253855B2 JP3253855B2 (en) 2002-02-04

Family

ID=15041428

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13073796A Expired - Fee Related JP3253855B2 (en) 1996-04-26 1996-04-26 Method and apparatus for cleaning inlet member in shield method

Country Status (1)

Country Link
JP (1) JP3253855B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111054528A (en) * 2019-12-12 2020-04-24 武汉德泽环保科技有限公司 Piston pusher centrifuge and feeding method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111054528A (en) * 2019-12-12 2020-04-24 武汉德泽环保科技有限公司 Piston pusher centrifuge and feeding method thereof
CN111054528B (en) * 2019-12-12 2024-02-02 武汉德泽环保科技有限公司 Piston pushing centrifugal machine and feeding method thereof

Also Published As

Publication number Publication date
JP3253855B2 (en) 2002-02-04

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