JP3308208B2 - Backing material injection tip tube and its use - Google Patents

Backing material injection tip tube and its use

Info

Publication number
JP3308208B2
JP3308208B2 JP12726698A JP12726698A JP3308208B2 JP 3308208 B2 JP3308208 B2 JP 3308208B2 JP 12726698 A JP12726698 A JP 12726698A JP 12726698 A JP12726698 A JP 12726698A JP 3308208 B2 JP3308208 B2 JP 3308208B2
Authority
JP
Japan
Prior art keywords
tube
pipe
backfill material
pressurized fluid
fluid
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP12726698A
Other languages
Japanese (ja)
Other versions
JPH11217995A (en
Inventor
悦雄 鈴木
文明 町井
等 有馬
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.)
Mitsui Engineering and Shipbuilding Co Ltd
Mitsui E&S Holdings Co Ltd
Original Assignee
Mitsui Engineering and Shipbuilding Co Ltd
Mitsui E&S Holdings 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 Mitsui Engineering and Shipbuilding Co Ltd, Mitsui E&S Holdings Co Ltd filed Critical Mitsui Engineering and Shipbuilding Co Ltd
Priority to JP12726698A priority Critical patent/JP3308208B2/en
Publication of JPH11217995A publication Critical patent/JPH11217995A/en
Application granted granted Critical
Publication of JP3308208B2 publication Critical patent/JP3308208B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Lining And Supports For Tunnels (AREA)

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、シールド掘削工法
において裏込め材の充填のために使用される裏込め材の
供給用の先端管、これを利用した裏込め材注入装置と、
裏込め材注入方法とに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a tip tube for supplying a backfill material used for filling a backfill material in a shield excavation method, a backfill material injection device using the same,
A backfill material injection method.

【0002】[0002]

【従来の技術】シールド工法においてシールド掘進機の
掘削進行に従い、掘進機の外周と掘削された地山の壁面
との間に生じる空隙に、裏込め材を注入し充填して、ト
ンネル壁面の早期安定化を図っている。ここに使用され
る裏込め材は、例えば、セメントと硅酸ソーダ及び水と
で混練した圧送可能な流動性を有するグラウトであっ
て、注入後の数分ないし数十分で所要の硬さに硬化を始
めるように配合が調製されている。
2. Description of the Related Art In a shield method, a backfill material is injected and filled into a gap formed between an outer periphery of an excavator and a wall surface of an excavated ground in accordance with the excavation progress of a shield excavator. We are stabilizing. The backfill used here is, for example, a grout having fluidity that can be pumped and kneaded with cement, sodium silicate and water, and has a required hardness of several minutes to several tens minutes after injection. The recipe has been prepared to initiate curing.

【0003】裏込め材の注入は、掘進機のテール部に注
入用の鋼製の先端管を固定し、先端管の後端部には、圧
送用ホースが接続されて、この圧送用ホースは、充填材
グラウトが供給される。この圧送用ホースは、例えば、
タンクと圧送用ポンプを含む裏込め材圧送装置から供給
されるセメントミルク及び水ガラスの混合器に接続され
ている。
[0003] To fill the backfill material, a steel tip pipe for injection is fixed to the tail of the excavator, and a pressure feeding hose is connected to the rear end of the tip pipe. , Filler grout is supplied. This hose for pressure feeding, for example,
It is connected to a cement milk and water glass mixer supplied from a backfill material pumping device including a tank and a pump for pumping.

【0004】シールド工法では、掘進作業中においては
掘進機による掘進と裏込め注入とを行い、次いで、掘進
停止しては、既に掘進部分のセグメント組立てを行い、
この間は裏込め注入を休止する。これらの作業を繰り返
し実施して、地山の掘削が行われる。
In the shield method, during excavation work, excavation and backfilling are performed by an excavator, and then excavation is stopped, and segments of the excavated portion are already assembled.
During this time, backfill injection is stopped. These operations are repeatedly performed to excavate the ground.

【0005】[0005]

【発明が解決しようとする課題】従来の先端管は、鋼管
で構成されており、裏込め材の注入作業の中断中には、
先端管内に残留する裏込め材が硬化することがあり、こ
の場合には、次の裏込め作業のためには、固化した裏込
め材を取り除く必要があり、このために、従来は、先端
管内に後端部より注水等をして管内の洗浄・清掃を行っ
て、先端管内の残留裏込め材を除去して、次の注入作業
に備えていた。しかしながら、従来の先端管は鋼管が利
用されるので、管内の錆や付着物により鋼管内面には裏
込め材が付着し易く、付着した裏込め材の固化を促進さ
せたり、先端管内には曲げ部や段差があると、先端管内
の清掃を完全に行うのは難しく、引き続き注入に使用し
ている間に注入管が閉塞することも度々あった。完全に
閉塞してしまうと、先端管の除去清掃は困難であり、こ
のため掘進作業自体を遅らせることもあった。
A conventional tip tube is made of a steel tube, and when the filling operation of the backfill material is interrupted,
The backfill material remaining in the tip tube may harden. In this case, it is necessary to remove the solidified backfill material for the next backfill operation. Then, water was injected from the rear end to wash and clean the inside of the tube, and the residual backfill material in the front end tube was removed to prepare for the next pouring operation. However, since steel pipes are used for conventional tip pipes, the backfill material easily adheres to the inner surface of the steel pipe due to rust and deposits inside the pipe, promoting the solidification of the attached backfill material and bending the inside of the tip pipe. If there is a part or a step, it is difficult to completely clean the inside of the tip tube, and the injection tube is often clogged while continuously used for injection. If the blockage is completely obstructed, it is difficult to remove and clean the tip tube, which sometimes delays the excavation work itself.

【0006】このような注入先端管の清掃は、人手によ
り行わざるを得ず、時間と労力と資金とを要し、シール
ド掘進工事の作業性、経済性を阻害していた。さらに、
洗浄には、水を使用するので、坑内の汚れの原因ともな
り、作業安全性を低下させていた。ときには清掃機器の
不具合・故障等により、シールド工事自体を遅延させる
こともあった。
[0006] Such a cleaning of the injection tip tube has to be performed manually, requires time, labor and money, and impairs the workability and economy of shield excavation work. further,
Since water is used for washing, it may cause contamination in the downhole, thereby reducing work safety. Occasionally, the shield work itself was delayed due to malfunctions or failures of the cleaning equipment.

【0007】本発明は、以上の如く、注入先端管の有す
る問題に鑑み、注入先端管の詰まりを予防すると共に、
注入先端管の清掃を不要にないしは軽減し得るような先
端管を提供することを目的とするものである。本発明
は、また、注入先端管間の詰まりを防止するための裏込
め材注入装置を提供しようとするものである。本発明
は、さらに、注入先端管の清掃を不要にないしは軽減し
得るような先端管により裏込め材を注入する方法を提供
しようとするものである。
[0007] In view of the above-mentioned problems of the injection tip tube, the present invention prevents clogging of the injection tip tube,
It is an object of the present invention to provide a tip tube which can eliminate or reduce the cleaning of the injection tip tube. The present invention also seeks to provide a backfill material injection device for preventing clogging between injection tip tubes. The present invention further seeks to provide a method of injecting a backfill material through a tip tube that can obviate or reduce cleaning of the injection tip tube.

【0008】[0008]

【課題を解決するための手段】本発明の裏込め材注入先
端管は、外管と断面縮小可能な軟質の内管との二重管構
造とし、通常は、内管に裏込め材を流通させ、裏込め中
断時は、外管と内管との間隙を加圧流体により加圧して
内管の断面を縮小させて内管から裏込め材を一部又は全
部押し出して閉止すもので、これにより、内管から裏込
め材の排除を可能にし、注入先端管の清掃を不要ないし
は軽減することを可能にするものである。
The backfill injection tip tube of the present invention has a double pipe structure of an outer pipe and a soft inner pipe whose cross section can be reduced, and usually the backfill material is distributed to the inner pipe. When backfilling is interrupted, the gap between the outer pipe and the inner pipe is pressurized with a pressurized fluid to reduce the cross section of the inner pipe, extrude part or all of the backfill material from the inner pipe, and close it. This makes it possible to eliminate the backfill material from the inner tube and to eliminate or reduce the cleaning of the injection tip tube.

【0009】即ち、本発明の裏込め材注入先端管は、裏
込め材を流通及び閉止させるための断面縮小可能な軟質
の内管と、挿通された該内管を気密的に囲繞する外管
と、該内管と外管との間の間隙に加圧流体を供給するた
め外管に接続した管継手部と、を備えたことを特徴とし
ている。
[0009] That is, the backfill injection tube according to the present invention comprises a soft inner pipe capable of reducing the cross section for flowing and closing the backfill, and an outer pipe hermetically surrounding the inserted inner pipe. And a pipe joint connected to the outer pipe for supplying a pressurized fluid to the gap between the inner pipe and the outer pipe.

【0010】本発明の注入先端管は、シールド掘進機の
テール部外周側に配置されて、後端部は裏込め材圧送用
ホースに接続され、内管内に流通していた裏込め材の圧
送を止め、加圧流体を外管と内管との間に供給して外管
内を加圧すれば、外面が押圧されて内管の断面積が縮小
し内管内を閉止し、且つ管内の裏込め材を排出し、同時
に、シールド掘進機と地山内壁との間に既に充填した裏
込め材の逆流を阻止する。
[0010] The injection tip tube of the present invention is arranged on the outer peripheral side of the tail portion of the shield machine, and the rear end portion is connected to a backing material pressure feeding hose to pump backfill material flowing through the inner tube. When the inside of the outer tube is pressurized by supplying a pressurized fluid between the outer tube and the inner tube, the outer surface is pressed, the cross-sectional area of the inner tube is reduced, the inner tube is closed, and the inside of the tube is closed. The backfill material is discharged, and at the same time, the backflow of the backfill material already filled between the shield machine and the inner wall of the ground is prevented.

【0011】また、裏込め作業を再開するには、裏込め
材の圧送を開始して加圧流体を止めて外管内の圧力を低
下させれば、迅速且つ簡便に裏込め剤の圧送を再開する
ことができ、従来のような裏込め材の除去のための管内
の清掃は全く不要となる。
In order to resume the backfilling operation, if the backfilling material is started to be pumped and the pressurized fluid is stopped to reduce the pressure in the outer tube, the backfilling material can be quickly and simply restarted. This eliminates the need for conventional cleaning of the inside of the tube to remove the backfill material.

【0012】本発明は、上記の裏込め材注入先端管と、
流体加圧供給手段と、先端管の上記管継手部に流体加圧
供給手段を接続する加圧流体管路とから成る裏込め材注
入装置が含まれる。この装置は、加圧流体管路には、開
閉弁を介して放出管が接続されているのが好ましく、開
閉弁は、閉止すると、流体加圧供給手段からの加圧流体
を加圧流体管路を経て、外管の内側を加圧し、内管を閉
止し、次に、開にすると、流体加圧供給手段からの加圧
流体を放出ないし戻して、流体圧力を低下させ、外管の
内側を大気圧程度の圧力に戻して、内管に裏込め材を流
通可能にするものである。即ちこの開閉弁は、その開閉
の操作だけで、内管内で裏込め材の流通とその閉止を制
御することを可能にする。
[0012] The present invention provides the above-mentioned backfill material injection tip tube,
A backfill material injecting device comprising a fluid pressurized supply means and a pressurized fluid line connecting the fluid pressurized supply means to the above-mentioned fitting portion of the distal end pipe is included. In this device, a discharge pipe is preferably connected to the pressurized fluid line via an on-off valve. When the on-off valve is closed, the pressurized fluid from the fluid pressurizing supply means is supplied to the pressurized fluid pipe. When the inside of the outer tube is pressurized through the passage, the inner tube is closed and then opened, the pressurized fluid from the fluid pressurizing supply means is released or returned to reduce the fluid pressure, and the outer tube is closed. The inside is returned to a pressure of about the atmospheric pressure to allow the backfill material to flow through the inner tube. In other words, this on-off valve enables the flow of the backfill material in the inner pipe and the closing thereof to be controlled only by the opening and closing operations.

【0013】本発明は、シールド掘進機に固定されてテ
ール部外周に裏込め材を注入するための先端管を使用し
て裏込め材の注入方法を含み、上述の如く、裏込め材注
入先端管が、外管と断面収縮可能な内管との二重管構造
とされており、裏込め作業時には、内管内に裏込め材を
流通させる過程と、裏込め作業中断時には、外管と内管
との間隙を加圧流体により加圧して内管の断面を収縮さ
せて、内管から裏込め材を押し出すと共に裏込め材注入
先端管を閉止する過程とを繰り返すものである。
The present invention includes a method for injecting a backfill material using a tip tube fixed to a shield machine and for injecting a backfill material around the tail portion, as described above. The pipe has a double pipe structure consisting of an outer pipe and an inner pipe whose cross section can be contracted. During backfilling work, the process of distributing backfill material inside the inner pipe, and when the backfilling work is interrupted, the outer pipe and inner pipe are The process of pressurizing the gap with the pipe by the pressurized fluid to shrink the cross section of the inner pipe, extruding the backfill material from the inner pipe, and closing the backfill material injection tip pipe is repeated.

【0014】[0014]

【発明の実施の形態】本発明の裏込め材注入先端管は、
内管と外管の二重構造であるが、先ず、内管には、外圧
によりその内側断面を縮小する程度の軟質である管材が
よい。特に、外圧を受けた内管がその内面同士が接触し
て偏平になる程度に変形容易な管材が好ましい。このよ
うな管材には、例えば、軟質で肉薄のチューブ、例え
ば、軟質合成樹脂やゴムのチューブ又は織布のチューブ
が使用される。
BEST MODE FOR CARRYING OUT THE INVENTION
The inner tube and the outer tube have a double structure. First, the inner tube is preferably made of a soft tube material whose internal cross section is reduced by external pressure. In particular, a tube material which is easily deformed to such a degree that the inner surface of the inner tube subjected to the external pressure comes into contact with the inner surface and becomes flattened is preferable. For such a tube, for example, a soft and thin tube, for example, a tube of a soft synthetic resin or rubber, or a tube of a woven fabric is used.

【0015】内管の管材は、織布チューブがより一層好
ましく、特に、織布の内外面が水密加工された織布製チ
ューブが好ましい。特に、消防用の帆布製ホースが偏平
容易に変形し、且つ耐圧性があるので、最も優れてい
る。帆布ホースの水漏れを防止するために、内面に適当
な防水剤を塗布形成し、これはまた、布目を埋めて平滑
にするので内面の滑りを良好にするためにも好ましい。
[0015] The tube material of the inner tube is more preferably a woven tube, and particularly preferably a woven tube in which the inner and outer surfaces of the woven fabric are watertight. In particular, firefighting canvas hoses are the most excellent because they can easily be flattened and have pressure resistance. In order to prevent water leakage of the canvas hose, a suitable waterproofing agent is applied to the inner surface, which is also preferable for smoothing the inner surface since the cloth is filled and smoothed.

【0016】他方の外管には、加圧流体の圧力に耐え且
つ流体と裏込め材の重量に耐える程度の強度の大きい材
料であればよく、例えば、通常の鋼管が使用される。
The other outer tube may be made of a material having high strength enough to withstand the pressure of the pressurized fluid and withstand the weight of the fluid and the backing material. For example, a normal steel pipe is used.

【0017】内管と外管とは、内管が外管に挿通され
て、内管の両端が外管に気密的に接合されており、これ
により、内管と外管との間に気密な間隙部が形成され、
外管には、この間隙に連通する管継手部が接続されてい
る。加圧流体には、水又は空気等の非硬化性流動化物が
使用できるが、水が最も好ましい。
[0017] The inner pipe and the outer pipe are such that the inner pipe is inserted into the outer pipe, and both ends of the inner pipe are air-tightly joined to the outer pipe. Gap is formed,
A pipe joint communicating with the gap is connected to the outer pipe. The pressurized fluid can be a non-curable fluid such as water or air, but water is most preferred.

【0018】本発明の裏込め材注入装置は、上記注入先
端管と、流体加圧供給手段と、上記先端管の外管に形成
した管継手部に流体加圧供給手段を接続する加圧流体管
路とから成っており、加圧流体は、加圧ポンプを備えた
流体加圧供給手段と、これに接続する加圧流体管路を管
継手部に結合して、外管内側に供給される。加圧流体管
路は、単に耐圧のあるゴムホースなど配管が利用され
る。
[0018] The backfill material injection device of the present invention is a pressurized fluid connecting the fluid pressure supply means to a pipe joint portion formed on the outer pipe of the injection tip pipe, the fluid pressure supply means, and the tip pipe. The pressurized fluid is supplied to the inner side of the outer pipe by connecting a fluid pressurized supply means having a pressurized pump and a pressurized fluid pipe connected thereto to a pipe joint. You. As the pressurized fluid pipe, a pipe such as a rubber hose having a high pressure resistance is simply used.

【0019】加圧流体管路には、外管内側の圧力を調節
するために、開閉弁、例えば、放出弁ないしは戻し弁が
接続される。放出弁ないしは戻し弁は、内管閉止のため
に加圧した後に、開閉弁を開にし流体を大気に放出する
か、流体源、例えば、水タンクに戻すかして、外管内側
の圧力を低下させ、内管閉止を解除し、裏込め材を内管
に流通させるのに使用される。
An on-off valve, for example a discharge valve or a return valve, is connected to the pressurized fluid line in order to regulate the pressure inside the outer tube. The discharge valve or the return valve is pressurized to close the inner pipe, and then the on-off valve is opened to release the fluid to the atmosphere or return to a fluid source, for example, a water tank, so as to reduce the pressure inside the outer pipe. It is used to lower, release the closure of the inner tube and allow the backfill material to flow through the inner tube.

【0020】[0020]

【実施例】本発明の実施例として、内管には、内外面に
水密加工された織布のチューブを使用し、加圧流体に水
を使用した例について、以下に示す。注入先端管の一例
としてその構造を図1(A)に示すが、図1(A)にお
いて、外管1は鋼管であり、この例では2.5インチ鋼
管が利用され、両端部11、12の内側には内管固定用
の端部固定リング3が固定されている。外管には、内管
が挿通されて、内管の各端部が、外管端部内面側に固定
されている。
DESCRIPTION OF THE PREFERRED EMBODIMENTS As an embodiment of the present invention, an example in which a water-tight woven tube whose inner and outer surfaces are used for the inner pipe and water is used as the pressurized fluid will be described below. FIG. 1A shows the structure of an injection tip tube as an example. In FIG. 1A, the outer tube 1 is a steel tube. In this example, a 2.5-inch steel tube is used. An inner end fixing ring 3 for fixing the inner tube is fixed to the inside. The inner tube is inserted into the outer tube, and each end of the inner tube is fixed to the inner surface of the outer tube end.

【0021】内管2は、内外面に水密加工された織布の
チューブを、偏平変形容易であるので、利用しており、
内管2、即ち織布のチューブは、その両端部が、それぞ
れ、内管固定用の端部固定リング3の内周面に接した状
態で、内管の端部内側をかしめ用固定リング31により
端部固定リング3との間で挟持されて、強固に固定され
ている。端部固定リング3の内周面には、内管2のすべ
り止め用の鋸歯状の多数の溝が周設されているのが好ま
しいはこの周溝により、かしめ用固定リング31により
挟圧された内管2の上記織布チューブの抜けが防止さ
れ、外管と内管とは、概ね水密的にしかも強固に端部同
士を固定することができ、内管2と外管1との間の間隙
ないし空所には加圧した水を供給することができる。
The inner tube 2 uses a woven tube whose inner and outer surfaces are water-tight because it is easily deformed flat.
The inner tube 2, that is, the woven tube, has its both ends in contact with the inner peripheral surface of the end fixing ring 3 for fixing the inner tube, and the inside of the end of the inner tube is swaged with the fixing ring 31. Thus, it is clamped between the end fixing ring 3 and is firmly fixed. The inner peripheral surface of the end fixing ring 3 is preferably provided with a large number of saw-toothed grooves for preventing the inner tube 2 from slipping. These peripheral grooves are pressed by the fixing ring 31 for caulking. The inner tube 2 is prevented from falling out of the woven tube, and the outer tube and the inner tube can be fixed substantially tightly and strongly at their ends. Can be supplied with pressurized water.

【0022】外管1の先端部12は、開放端とされ、後
端部11は、この例では、接続管51を介して、後述の
裏込め材圧送ホース5が接続されている。また、外管に
は、長手方向で且つ内管が挿通する範囲に、本例では後
端部11近くに、加圧流体用の短管の管継手部40が溶
接固定されて外管1内側と連通しており、管継手部40
は、この例では、加圧給水管41(通常は、中圧用ホー
ス)が接続されている。加圧給水管41から給水して、
内管2と外管1との間の間隙4には水を供給することが
できるようになる。加圧給水管41には、後述のよう
に、途中で分岐されて放出弁Vを介して戻し管42が接
合される。
The front end portion 12 of the outer tube 1 is an open end, and the back end portion 11 is connected to a backing material pressure feeding hose 5 to be described later via a connection tube 51 in this example. A short pipe fitting 40 for pressurized fluid is welded and fixed to the outer pipe in the longitudinal direction and in a range in which the inner pipe is inserted, in this example, near the rear end portion 11 so that the outer pipe 1 has an inner pipe. And the pipe joint 40
In this example, a pressurized water supply pipe 41 (usually a medium pressure hose) is connected. Water is supplied from the pressurized water supply pipe 41,
Water can be supplied to the gap 4 between the inner pipe 2 and the outer pipe 1. As described later, the return pipe 42 is joined to the pressurized water supply pipe 41 via a discharge valve V, which is branched on the way.

【0023】本実施形態の内管の裏込め材の流通と閉止
の挙動を説明すると、図1(A)は、外管1の内側の間
隙4を加圧しないで、裏込め材圧送ホース5に接続され
た注入先端管10に裏込め材8が流通している状態を示
しており、外管との隙間4の圧力が開放されているの
で、圧送ホースから供送された裏込め材8は、その圧力
で、織布製チューブである内管2を拡張しながら内管2
の内部20を流通して、先端部12から掘進機テール部
地山側の隙間に充填される。
The flow of the backfill material of the inner pipe and the behavior of closing the inner pipe according to this embodiment will be described. FIG. 1A shows that the backing material pressure feeding hose 5 without pressurizing the gap 4 inside the outer pipe 1. This shows a state in which the backfill material 8 is flowing through the injection tip tube 10 connected to the outer tube, and since the pressure in the gap 4 with the outer tube is released, the backfill material 8 supplied from the pressure feeding hose is shown. The inner tube 2 is expanded by the pressure while expanding the inner tube 2 which is a woven tube.
Through the inside 20 of the excavator, and is filled from the tip portion 12 to the gap on the ground side of the excavator tail.

【0024】図1(B)と(C)は、加圧給水管41か
らの加圧水を内管2と外管1との間隙4に供給して加圧
して内管の上記織布のチューブを偏平状に圧接した先端
管の状態を示しており、内管2の圧接により、裏込め材
8が押し出されて、しかも、内面同士が接触して偏平状
に変形した状態で閉止されている。この状態では、裏込
め材の圧送ホース5を後端部11から取り外しても先端
管10から裏込め材8が逆流することはない。
FIGS. 1B and 1C show that the pressurized water from the pressurized water supply pipe 41 is supplied to the gap 4 between the inner pipe 2 and the outer pipe 1 to pressurize the woven tube of the inner pipe. This figure shows the state of the distal end tube pressed flat, and the back padding material 8 is pushed out by the pressure contact of the inner tube 2, and is closed in a state where the inner surfaces are in contact with each other and deformed flat. In this state, the backfill material 8 does not flow backward from the distal end tube 10 even if the pressure feeding hose 5 of the backfill material is removed from the rear end portion 11.

【0025】裏込め作業の再開には、該外管1の内側の
圧力を低減させれば、何時でも圧送することができ、即
ち、圧送される裏込め材8の圧力でもって内管2を内部
20から拡張しながら、裏込め材の流通を開始し、裏込
め作業を継続することができる。
To resume the backfilling operation, the pressure inside the outer tube 1 can be reduced so that the inner tube 2 can be fed at any time by reducing the pressure inside the outer tube 1. While expanding from the inside 20, distribution of the backfill material can be started, and the backfill work can be continued.

【0026】上記例は、内管2が、加圧水の外圧を受け
て、内面同士が圧接して断面偏平状に変形する例を示し
ているが、内管2は、完全に断面偏平状にまで変形させ
ているが、内管の内側20の断面が収縮する程度でもよ
く、仮に、収縮した内管内に溜まった裏込め材が固化し
ても、裏込め作業の再開の際に、圧送されてきた裏込め
材8の圧力で内管が膨張して拡張するので、内管と固化
裏込め材との間に隙間ができやすく、そこで圧送されて
きた裏込め材により、固化した裏込め材8も内管から押
し出だされて、以後の裏込め材の流通が容易におこなわ
れる。このように、固化した残留裏込め材の押出を容易
にするためにも、内管2の裏面は、滑りやすいように皮
膜処理がされていることが好ましい。
The above example shows an example in which the inner tube 2 receives the external pressure of the pressurized water, and the inner surfaces thereof are pressed against each other and deformed to have a flat cross section. Although it is deformed, the degree that the cross section of the inner side 20 of the inner tube shrinks may be sufficient. Even if the backing material accumulated in the shrinked inner tube is solidified, it will be pressure-fed when resuming the backing work. Since the inner pipe expands and expands under the pressure of the backfill material 8, a gap is easily formed between the inner pipe and the solidified backfill material. Is also extruded from the inner tube, so that the backfill material can be easily distributed thereafter. As described above, in order to facilitate the extrusion of the solidified residual backfill material, the back surface of the inner tube 2 is preferably subjected to a coating treatment so as to be slippery.

【0027】図2は、この裏込め材注入先端管10を掘
進機のテール部の円周殻体9に設けた例を示すが、掘進
機のテール部は、殻体9の外周側に湾出する注入管格納
室91を形成し、注入先端管10は、その先端部12が
注入管に後方に向けて、格納室91より外部後方にに露
出するよう配設されている。この配置で、注入先端管1
0の後端部11側の裏込め材圧送管5が、管継手として
ワンタッチジョイント52を介して、混合管50と接続
され、混合管50には、セメントミルク用の供給管53
aと水ガラス供給管53bとが接続されている。
FIG. 2 shows an example in which the backfill material injection tip tube 10 is provided on the circumferential shell 9 of the tail of the excavator. The tail of the excavator protrudes toward the outer peripheral side of the shell 9. An injection tube storage chamber 91 is formed, and the injection tip tube 10 is disposed such that the tip portion 12 is exposed rearward from the storage chamber 91 toward the injection tube rearward. In this arrangement, the injection tip tube 1
0 is connected to the mixing pipe 50 via a one-touch joint 52 as a pipe joint, and the mixing pipe 50 has a supply pipe 53 for cement milk.
a and the water glass supply pipe 53b are connected.

【0028】図2には、また、後端部11側に接続した
加圧給水管41を示すが、加圧給水管41は、給水ポン
プに接続され、加圧給水管41は途中で分岐されて戻し
弁Vを介して戻し管42が接合され、戻し管42は給水
用のタンクTに接続されて、水を戻すようにされてい
る。
FIG. 2 also shows a pressurized water supply pipe 41 connected to the rear end portion 11 side. The pressurized water supply pipe 41 is connected to a water supply pump, and the pressurized water supply pipe 41 is branched on the way. A return pipe 42 is connected via a return valve V, and the return pipe 42 is connected to a water supply tank T to return water.

【0029】図3(A)は、裏込め材注入装置の概要を
図示したものがあるが、この装置は、上記の裏込め材注
入先端管10と、流体加圧供給手段、上記管継手部及び
と流体加圧供給手段を接続する加圧流体管路、即ち、加
圧給水管41と、から成っている。流体加圧供給手段
は、水タンクTとモータM駆動のポンプPとからなり、
水タンクTをポンプPにより加圧供給して、加圧給水管
41を通って、管継手部40から、上記の外管1の内側
に供給されて、断面縮小容易な内管2(本例では、上述
の如く内外面水密加工した織布のチューブ)の外面を加
圧することができる。
FIG. 3A shows an outline of a backfill material injecting device. This device includes a backfill material injecting tip tube 10, a fluid pressurizing / supplying means, and a pipe joint. And a pressurized fluid pipe connecting the fluid pressurized supply means, that is, a pressurized water supply pipe 41. The fluid pressurizing and supplying means includes a water tank T and a pump P driven by a motor M,
The water tank T is pressurized and supplied by the pump P, passed through the pressurized water supply pipe 41, and supplied from the pipe joint portion 40 to the inside of the outer pipe 1, and the inner pipe 2 whose section can be easily reduced (this example) In this case, the outer surface of the woven fabric tube (water-tight inner and outer surfaces) can be pressurized as described above.

【0030】加圧給水管41は、は途中で分岐されて戻
し弁Vを介して戻し管42が接合されているので、戻し
弁Vを開にすれば、外管1の内側の水を戻し管42を通
して、水タンクTに戻し、外管1の内側の水圧を低下さ
せることができる。
The pressurized water supply pipe 41 is branched in the middle and a return pipe 42 is joined via a return valve V. Therefore, when the return valve V is opened, the water inside the outer pipe 1 is returned. Through the pipe 42, the water can be returned to the water tank T, and the water pressure inside the outer pipe 1 can be reduced.

【0031】上記の裏込め材注入先端管10と、裏込め
材注入装置の使用は、次のようになされる。通常の裏込
め材注入作業中は、戻し弁Vを開にして、図1(A)に
示す如く、注入先端管10の外管1と内管2との間を加
圧しない状態で、裏込め材圧送管5より混合器50にお
いて混合調節された裏込め材8を圧送すると、裏込め材
8は内管2の内側20を拡径しながら流通して、順次、
先端部12より、掘進機テール部の外部へ、即ち地山側
へ放出される。
The use of the backfill injection tube 10 and the backfill injector is as follows. During a normal filling operation of the backfill material, the return valve V is opened and, as shown in FIG. When the backfill material 8 that has been mixed and adjusted in the mixer 50 is pressure-fed from the backfill material feed pipe 5, the backfill material 8 flows while expanding the inside diameter 20 of the inner pipe 2, and sequentially flows.
From the tip portion 12, it is discharged to the outside of the tail of the excavator, that is, to the ground side.

【0032】次の裏込め材8注入の停止は、図3(B)
に示す如く、戻し弁Vを閉にし、ポンプPにより加圧供
給された加圧水を給水管路41を経て、注入先端管10
の外管1内側4に供給し、図1(B)に示すように内管
2は、加圧水により収縮して、残留した裏込め材8を先
端部から排出しながら、図1(C)の横断面図が示すよ
うに、内管2の内面同士が密着するようにして閉止す
る。
Next, the injection of the backfill material 8 is stopped, as shown in FIG.
As shown in the figure, the return valve V is closed, and pressurized water pressurized and supplied by the pump P is supplied through the water supply line 41 to the injection tip pipe 10.
1B, the inner tube 2 is contracted by the pressurized water to discharge the remaining backfill material 8 from the distal end as shown in FIG. As shown in the cross-sectional view, the inner pipe 2 is closed so that the inner surfaces thereof are in close contact with each other.

【0033】この裏込め材注入の停止の際には、必要に
より、セメントミルク用及び水ガラス用のバルブ53
a、53bを閉止して、裏込め材8の圧送を止めること
もでき、次いで、その後、圧送管5を、例えば、途中の
継手52より分離して、圧送管内の洗浄も容易にでき
る。この場合に、地山側からの裏込め材8の逆流れもな
く、内管内の詰まりを心配することなく、注入停止時間
を自由に設定することもできる。
At the time of stopping the filling of the backfill material, if necessary, valves 53 for cement milk and water glass may be used.
a, 53b can be closed to stop the pumping of the backfill material 8, and then the pumping tube 5 can be separated from, for example, the joint 52 in the middle, so that the inside of the pumping tube can be easily cleaned. In this case, there is no backflow of the backfill material 8 from the ground side, and the injection stop time can be set freely without worrying about clogging in the inner pipe.

【0034】流体加圧供給手段のポンプPと、特に、戻
し弁Vの操作は、ポンプ用モータMと戻し弁Vのソレノ
イドへ電気的な操作を操作盤Cにより行われる。さら
に、戻し弁V開/閉の操作と、裏込め材圧送運転の開始
/停止操作とを連動させることが好ましく、裏込め材圧
送運転の操作により、自動的に戻し弁操作、従って、内
管の流通/閉止を自動制御することも可能である。
The operation of the pump P of the fluid pressurizing / supplying means and, in particular, of the return valve V are performed by an operation panel C for electrically operating the pump motor M and the solenoid of the return valve V. Further, it is preferable that the operation of opening / closing the return valve V and the operation of starting / stopping the backfill material pumping operation are linked, and the operation of the backfill material pumping operation automatically operates the return valve, and thus the inner pipe. Can be automatically controlled.

【0035】[0035]

【発明の効果】本発明の注入先端管が、裏込め材の流通
と閉止とをさせる断面縮小可能な軟質の内管と、該内管
を挿通して当該内管外面を加圧流体により加圧可能に気
密的に囲繞する外管と、から成る二重管構造としたの
で、極めて簡単な構成ながら、外管内側の圧力操作だけ
で、裏込め材の内管の流通と閉止を可能に、裏込め材の
管内で詰まりを防止することができ、従来からのシール
ド掘進機の現場作業で注入先端管の詰まり除去や清掃と
いった煩雑な作業を不要ないし軽減し得て、掘進作業の
安定化と効率化に有用となる。
The injection tip tube of the present invention is a soft inner tube whose cross section can be reduced to allow the backfill material to flow and close, and the outer surface of the inner tube is inserted by pressurized fluid through the inner tube. With a double pipe structure consisting of an outer pipe that can be pressurized and hermetically enclosed, the inner pipe of the backfill material can be distributed and closed only by operating the pressure inside the outer pipe, despite its extremely simple structure. In addition, it is possible to prevent clogging of the backfill material inside the pipe, and it is possible to eliminate or reduce complicated work such as clogging and cleaning of the injection tip pipe at the site work of the conventional shield excavator, and stabilize the excavation work And efficiency.

【0036】本発明の注入先端管及び裏込め材注入装置
は、流体加圧供給手段に接続する加圧流体管路が外管に
接続されて、外管内側の加圧と圧力抜きとを簡単にする
ことができるので、内管の流通と閉止をバルブ操作だけ
で極めて簡単にすることができる
In the injection tip tube and backfill material injection device of the present invention, the pressurized fluid line connected to the fluid pressurizing and supplying means is connected to the outer tube, so that pressurization and depressurization inside the outer tube can be easily performed. The flow and closing of the inner pipe can be made extremely simple only by operating the valve.

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

【図1】本発明の実施例に係る裏込め材注入先端管の断
面図であり、(A)は、内管に裏込め材が流通する状態
を示す縦断面図、(B)は、内管が裏込め材を閉止して
いる状態を示す縦断面図、及び(C)は、内管が裏込め
材を閉止している状態を示す横断面図である。
FIG. 1 is a cross-sectional view of a backfill material injection tip tube according to an embodiment of the present invention, in which (A) is a longitudinal sectional view showing a state in which the backfill material flows through an inner tube, and (B) is a longitudinal sectional view. FIG. 3C is a vertical cross-sectional view showing a state in which the tube closes the backing material, and FIG. 3C is a cross-sectional view showing a state in which the inner tube closes the backing material.

【図2】本発明の実施例に係る裏込め材注入先端管をシ
ールド掘進機のテール部外周側に装着してその利用の態
様を示す図。
FIG. 2 is a view showing a mode of use of a backfill material injection tip tube according to an embodiment of the present invention, which is mounted on an outer peripheral side of a tail portion of a shield machine.

【図3】本発明の実施例に係る裏込め材注入先端管を利
用した裏込め材注入内の配管系統図を示す。(A)は、
内管に裏込め材が流通する状態を、(B)は、内管が裏
込め材を閉止している状態を示す。
FIG. 3 shows a piping diagram of backfill material injection using a backfill material injection tip tube according to an embodiment of the present invention. (A)
(B) shows a state in which the backfill material flows through the inner tube, and (B) shows a state in which the backfill material is closed by the inner tube.

【符号の説明】[Explanation of symbols]

10 裏込め材注入先端管 1 外管 2 内管 20 内管の内側 3 固定リング 4 外管と内管の間隙 41 加圧流体管路 5 裏込め材圧送管 REFERENCE SIGNS LIST 10 back filling material injection tip tube 1 outer tube 2 inner tube 20 inside of inner tube 3 fixing ring 4 gap between outer tube and inner tube 41 pressurized fluid pipeline 5 backing material pumping tube

───────────────────────────────────────────────────── フロントページの続き (72)発明者 町井 文明 千葉県流山市駒木593 三建機材株式会 社内 (72)発明者 有馬 等 東京都千代田区東神田1−17−4三協ビ ル3階 有限会社ユーエイ内 (56)参考文献 特開 平2−128097(JP,A) 特開 平2−229397(JP,A) (58)調査した分野(Int.Cl.7,DB名) E21D 11/00 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Fumiaki Machi 593 Komagaki, Nagareyama-shi, Chiba Sanken Kiki Co., Ltd. In-house (72) Inventor Arima, etc. Sankyo Building 3F, 1-17-4 Higashikanda, Chiyoda-ku, Tokyo (56) References JP-A-2-128097 (JP, A) JP-A-2-22997 (JP, A) (58) Fields studied (Int. Cl. 7 , DB name) E21D 11 / 00

Claims (8)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 シールド掘進機のテール部外周側に配置
されて裏込め材を注入するための注入先端管において、 注入先端管が、裏込め材の流通と閉止とをさせる断面縮
小可能な軟質の内管と、該内管を挿通して当該内管外面
を加圧流体により加圧可能に気密的に囲繞する外管と、
から成る二重管構造とされて、該二重管の断面が種々の
断面にすることができることを特徴とする裏込め材注入
先端管。
1. An injection tip tube disposed on the outer peripheral side of a tail portion of a shield machine for injecting a backfill material, wherein the injection tip tube is made of a soft material whose cross-section can be reduced to allow the backfill material to flow and close. An inner tube, and an outer tube that penetrates the inner tube and hermetically surrounds the outer surface of the inner tube so as to be pressurizable by a pressurized fluid,
Characterized in that the cross-section of the double-pipe can have various cross-sections.
【請求項2】 上記内管が、内外面に水密加工がされた
織布から成るチューブである請求項1に記載の注入先端
管。
2. The injection tip tube according to claim 1, wherein the inner tube is a tube made of a woven fabric whose inner and outer surfaces are water-tight.
【請求項3】 上記加圧流体が、水である請求項1又は
2に記載の注入先端管。
3. The injection tip tube according to claim 1, wherein the pressurized fluid is water.
【請求項4】 上記外管には、該内管と外管との間に加
圧流体を供給するための管継手部が備えられたことを特
徴とする請求項1ないし3何れか記載の注入先端管。
4. The outer pipe according to claim 1, further comprising a pipe joint for supplying a pressurized fluid between the inner pipe and the outer pipe. Injection tip tube.
【請求項5】 請求項4の記載の裏込め材注入先端管
と、流体加圧供給手段と上記管継手部と流体加圧供給手
段とを接続する加圧流体管路とから成る裏込め材注入装
置。
5. A backfill material comprising: the backfill material injection tip tube according to claim 4; and a pressurized fluid pipe connecting the fluid pressurizing supply means, the pipe joint, and the fluid pressurizing supply means. Infusion device.
【請求項6】 加圧流体管路には、流体を充填又は放出
するための開閉弁が接続されている請求項5記載の裏込
め材注入装置。
6. The backfill material injection device according to claim 5, wherein an on-off valve for filling or discharging the fluid is connected to the pressurized fluid pipeline.
【請求項7】 シールド掘進機に固定されてテール部外
周に裏込め材を注入するための先端管を使用して裏込め
材の注入方法において、 裏込め材注入先端管は、該裏込め材を流通する断面縮小
可能な軟質の内管と該内管外面を加圧流体により加圧す
るための外管との二重管構造とされ、 裏込め作業時には、内管内に裏込め材を流通させる過程
と、 不使用時には外管と内管との間隙を加圧流体により加圧
して内管を断面を縮小させて内管から裏込め材を押し出
すと共に裏込め材注入先端管を閉止する過程とを繰り返
すことを特徴とする裏込め材注入方法。
7. A method of injecting a backfill material using a tip tube fixed to a shield machine and for injecting a backfill material around a tail portion, wherein the backfill material injecting tip tube includes the backfill material. The inner pipe has a double pipe structure of a soft inner pipe whose cross section can be reduced and an outer pipe for pressurizing the outer surface of the inner pipe with a pressurized fluid. During backfilling work, the backfill material is circulated in the inner pipe. And when not in use, pressurizing the gap between the outer tube and the inner tube with a pressurized fluid to reduce the cross section of the inner tube, extrude the backfill material from the inner tube, and close the backfill material injection tip tube. A method of injecting a backfill material, wherein the method is repeated.
【請求項8】 上記内管が、内外面に水密加工がされた
織布から成るチューブであり、上記加圧流体が、水又は
空気等の非硬化性流動化物である請求項7に記載の注入
方法。
8. The inner tube according to claim 7, wherein the inner tube is a tube made of a woven fabric whose inner and outer surfaces are watertight, and the pressurized fluid is a non-hardening fluid such as water or air. Injection method.
JP12726698A 1997-11-26 1998-05-11 Backing material injection tip tube and its use Expired - Fee Related JP3308208B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12726698A JP3308208B2 (en) 1997-11-26 1998-05-11 Backing material injection tip tube and its use

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP32435797 1997-11-26
JP9-324357 1997-11-26
JP12726698A JP3308208B2 (en) 1997-11-26 1998-05-11 Backing material injection tip tube and its use

Publications (2)

Publication Number Publication Date
JPH11217995A JPH11217995A (en) 1999-08-10
JP3308208B2 true JP3308208B2 (en) 2002-07-29

Family

ID=26463254

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12726698A Expired - Fee Related JP3308208B2 (en) 1997-11-26 1998-05-11 Backing material injection tip tube and its use

Country Status (1)

Country Link
JP (1) JP3308208B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103669176A (en) * 2013-11-25 2014-03-26 南通威明精工机械有限公司 Asphalt spray pipe

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6198087B2 (en) * 2016-09-08 2017-09-20 三菱重工冷熱株式会社 Blowing snow control method and snow blowing device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103669176A (en) * 2013-11-25 2014-03-26 南通威明精工机械有限公司 Asphalt spray pipe
CN103669176B (en) * 2013-11-25 2016-07-06 南通威明精工机械有限公司 A kind of asphalt spray pipe

Also Published As

Publication number Publication date
JPH11217995A (en) 1999-08-10

Similar Documents

Publication Publication Date Title
US8826627B2 (en) Joint method for reinforcing bar
TW200533821A (en) Expandable injection bolt and grouting method using same
JPH04262184A (en) Replacement of mainpipe conducting fluid, head and main pipe for replacing
JP3308208B2 (en) Backing material injection tip tube and its use
JP3571933B2 (en) Water leakage repair method for structures and water leakage repair material injection device
JP4252823B2 (en) Check valve for slurry filling
JP3373301B2 (en) Underground injection device for foaming resin liquid
CN112360512A (en) Weak water-rich stratum tunnel structure repairing pretreatment device and method
JPH06346690A (en) Continuous back-filling in shield driving method
KR101729989B1 (en) the method of water-proofing and reinforcing of ground
JP3379639B2 (en) Injection equipment in steel pipe pre-receiving method
JP4310042B2 (en) Backfilling material injection method and apparatus at the rear of shield machine
JP2625982B2 (en) Backing material injection device in shield machine
JP3845664B2 (en) Backfill injection device and backfill injection method
JP2954530B2 (en) Pipe switching device
JP3209802B2 (en) Water stop device at branch pipe branch after existing pipe lining
JPH0261297A (en) Back-filling material injecting device for shield excavator
JP3253855B2 (en) Method and apparatus for cleaning inlet member in shield method
JP2659803B2 (en) Backfilling device for shield excavator
JPH1072941A (en) Method for filling adhesive injecting device with adhesive and strainer for the device
JP2529644B2 (en) How to build an underground structure
JPH0791945B2 (en) Backfill injection method in shield method
JPH041367A (en) Crack impregnation method
JPH0739997Y2 (en) Backfill material injection device
JP3507174B2 (en) Tunnel excavation wall lining method and apparatus

Legal Events

Date Code Title Description
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20020416

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees