JP4478122B2 - Sealing device for foldable shield machine - Google Patents

Sealing device for foldable shield machine Download PDF

Info

Publication number
JP4478122B2
JP4478122B2 JP2006131957A JP2006131957A JP4478122B2 JP 4478122 B2 JP4478122 B2 JP 4478122B2 JP 2006131957 A JP2006131957 A JP 2006131957A JP 2006131957 A JP2006131957 A JP 2006131957A JP 4478122 B2 JP4478122 B2 JP 4478122B2
Authority
JP
Japan
Prior art keywords
cylinder
end portion
brush
sealing device
elastic wire
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.)
Active
Application number
JP2006131957A
Other languages
Japanese (ja)
Other versions
JP2007303134A (en
Inventor
照世 山岸
康夫 山岸
Original Assignee
東北大島工業株式会社
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 東北大島工業株式会社 filed Critical 東北大島工業株式会社
Priority to JP2006131957A priority Critical patent/JP4478122B2/en
Publication of JP2007303134A publication Critical patent/JP2007303134A/en
Application granted granted Critical
Publication of JP4478122B2 publication Critical patent/JP4478122B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

Description

本発明は、曲率の大きな管路やトンネル等を造成する際に用いられる中折れ式シールド掘進機について、前段と後段の胴部が揺動可能に連結された中折れ部より泥水や土砂が掘進機内部に浸入することを防止するシール装置に関する。   The present invention relates to a half-folded shield excavator used for constructing pipes, tunnels, etc. with a large curvature, and muddy water and earth and sand are dug from a middle folded portion in which the front and rear trunks are swingably connected. The present invention relates to a sealing device that prevents intrusion into the machine.

交通用のトンネル、地下管路、その他の地下構造物を非開削にて造成する場合、従来からシールド掘進機が広く用いられてきた。シールド掘進機とは、先端に回転する切羽(きりは)が設けられた円筒状の掘削機械であって、掘削した土砂を自機の内部を通じて後方に送り出すとともに、掘削された坑道の周辺土砂の崩壊を防ぐためのシールドを坑道内壁面上に連続的に組み立ててゆく、いわゆるシールド工法に用いられる装置である。   Conventionally, shield tunneling machines have been widely used to construct traffic tunnels, underground pipelines, and other underground structures without digging. A shield machine is a cylindrical excavator with a face that rotates at the tip. It is an apparatus used in a so-called shield method, in which a shield for preventing collapse is continuously assembled on the inner wall surface of a tunnel.

近年、地下鉄やインフラ網の整備などにより、特に都市部での地下掘削工事においては既存の地下構造物との干渉を避けるため、急カーブを含む複雑な掘進路が求められている。これを実現するため、シールド掘進機の胴体をなす胴管を掘進方向について複数に分割し、互いに揺動可能に連結することで、掘進方向を急激に変化させ、曲率の大きな掘進路を描くことのできる中折れ式シールド掘進機が開発された。   In recent years, due to the development of subways and infrastructure networks, in particular, underground excavation work in urban areas has been demanding complicated excavation paths including sharp curves in order to avoid interference with existing underground structures. In order to achieve this, the tunnel pipe that forms the body of the shield machine is divided into multiple parts in the direction of excavation and connected to each other so as to be able to swing, thereby changing the direction of excavation rapidly and drawing a course with a large curvature. A foldable shield machine was developed.

図1は、中折れ式シールド掘進機の平面模式図である。掘進機10は、掘進方向に回転軸をもつ切羽20と、その後方に連結して切羽20の回転径よりも僅かに小さな外径をもつ胴管21とからなる。胴管21は、回転する切羽20を好適に保持し、かつ深度の大きな地中にて負荷される高圧に耐えうるよう、通常は鋼鉄製である。
中折れ式シールド掘進機においては、胴管21をその掘進方向について二段以上に分割し、その前段(前胴)22と後段(後胴)23とが中折れ部30にて揺動可能に連結されていることを特徴とする。胴管21が3段以上に分割される場合は、複数の中折れ部30を有することとなる。
FIG. 1 is a schematic plan view of a folding shield machine. The excavation machine 10 includes a face 20 having a rotation axis in the excavation direction and a trunk tube 21 connected to the rear thereof and having an outer diameter slightly smaller than the rotation diameter of the face 20. The trunk tube 21 is usually made of steel so as to suitably hold the rotating face 20 and to withstand high pressure applied in a deep underground.
In the middle folding shield machine, the trunk tube 21 is divided into two or more stages in the direction of drilling, and the front stage (front trunk) 22 and the rear stage (rear trunk) 23 can swing at the middle folding section 30. It is connected. When the trunk tube 21 is divided into three or more stages, a plurality of middle bent portions 30 are provided.

掘進機10は、地盤と後胴23との間に設けられた複数の前進ジャッキ(図示せず)を伸張させることで前進力を得る。かかる複数の前進ジャッキの伸縮量を適宜調整することで、掘進機10の掘進方向を緩やかにカーブさせることができる。これに対し、後胴23を地盤に固定した状態で、前胴22と後胴23との間に設けられた中折れジャッキ31を伸縮させることで、掘進機10はさらに大きな曲率にて掘進方向を急カーブさせることができる。すなわち前胴22の後端部22aと後胴23の前端部23aとは互いに重ね合わされて所定のストロークにて互いに前後摺動可能であり、二式の中折れジャッキ31の伸縮量を互いに相違させることによって胴管21を揺動させ、掘進方向を急激に変化させることができることとなる。具体的には、図1に示すように、掘進方向に対して左手側に位置する図中上方のジャッキを短縮し、右手側に位置する図中下方のジャッキを逆に大きく伸張することにより、切羽20および前胴22は掘進方向に対して左方に曲がるため、掘進路を左にカーブさせることができる。
なお本発明において、前方とは切羽20の設けられている掘進機10の先端側、すなわち掘進機全体の掘進方向を意味し、また後方とはその反対側を意味するものである。また後胴23に対する前胴22の揺動角度をφとする。
The excavator 10 obtains a forward force by extending a plurality of forward jacks (not shown) provided between the ground and the rear trunk 23. By appropriately adjusting the amount of expansion / contraction of the plurality of forward jacks, the digging direction of the digging machine 10 can be gently curved. On the other hand, the excavating machine 10 has an even greater curvature in the digging direction by expanding and contracting the bent jack 31 provided between the front trunk 22 and the rear trunk 23 with the rear trunk 23 fixed to the ground. Can be sharply curved. That is, the rear end portion 22a of the front barrel 22 and the front end portion 23a of the rear barrel 23 are overlapped with each other and can slide back and forth with a predetermined stroke, and the expansion / contraction amounts of the two types of middle-folding jacks 31 are different from each other. As a result, the trunk tube 21 is swung, and the excavation direction can be changed abruptly. Specifically, as shown in FIG. 1, by shortening the upper jack in the figure located on the left hand side with respect to the digging direction and extending the lower jack in the figure located on the right hand side in reverse, Since the cut face 20 and the front trunk 22 turn leftward with respect to the excavation direction, the excavation path can be curved to the left.
In the present invention, the front means the tip side of the excavator 10 provided with the face 20, that is, the excavation direction of the entire excavator, and the rear means the opposite side. The swing angle of the front barrel 22 with respect to the rear barrel 23 is assumed to be φ.

シールド掘進機10の内部にはリング状のセグメント40が複数収納されており、掘進機10の前進に伴ってその後方に形成される坑道の内周面に該セグメント40を連続的に押し当ててゆくことで、トンネル状にシールドが形成されてゆく。また掘削された土砂は、図示しないスクリューコンベアによって胴管21の内部を通じて後方に送り出され、さらに図示しない搬送装置によって坑内から地表に搬出されることが一般的である。   A plurality of ring-shaped segments 40 are accommodated in the shield machine 10, and the segments 40 are continuously pressed against the inner peripheral surface of a mine shaft formed behind the machine as the machine 10 moves forward. As a result, a shield is formed in a tunnel shape. Further, the excavated earth and sand are generally sent backward through the inside of the trunk pipe 21 by a screw conveyor (not shown), and are further carried out from the pit to the ground surface by a conveying device (not shown).

前胴22と後胴23とは、掘進方向の前段にあたる前胴22をより大径とし、後段にあたる後胴23をより小径として両者を互いに重ね合わせることによって、前胴22自体をシールドとして利用し、掘進作業時に中折れ部30を通じて掘進機外部より泥水や土砂(以下、泥水等という。)が容易には浸入しないよう構成されていることが一般的である。
しかし、坑内作業を安全に行うためには、胴管21の外部に存在する高圧の泥水等が掘進機10の内部に浸入することを完全に防ぐ必要があり、何らかのシール装置を設けることが必須となる。高圧の泥水等が掘進機10に浸入する虞のある経路としては、(イ)掘進機10の後端部とセグメント40の外周面との空隙、および(ロ)前胴22と後胴23との空隙、の二つが挙げられる。
The front cylinder 22 and the rear cylinder 23 use the front cylinder 22 itself as a shield by making the front cylinder 22 corresponding to the front stage in the digging direction have a larger diameter and the rear cylinder 23 corresponding to the rear stage having a smaller diameter and overlapping each other. In general, muddy water and earth and sand (hereinafter referred to as muddy water) are not easily infiltrated from the outside of the excavator through the middle folding portion 30 during excavation work.
However, in order to perform the underground work safely, it is necessary to completely prevent high-pressure muddy water or the like existing outside the trunk pipe 21 from entering the inside of the excavator 10, and it is essential to provide some kind of sealing device. It becomes. The path through which high-pressure muddy water or the like may enter the excavator 10 includes (a) a gap between the rear end of the excavator 10 and the outer peripheral surface of the segment 40, and (b) the front cylinder 22 and the rear cylinder 23. Two of the voids.

上記(イ)の浸入経路については、断面くの字形に屈曲形成した硬鋼線からなるブラシ材を、硬鋼線の先端が掘進方向の後方に流れるように掘進機10の後端部に環状に配設し、セグメント40の外周面と硬鋼線とが順目となるよう30〜45度程度の浅い接触角で密接させて両者の間を止水するテールシールブラシ(例えば特許第2925726号公報、特開2005−61035号公報等)が知られている。   For the intrusion route (b) above, a brush material made of a hard steel wire bent in a cross-sectional shape is annularly connected to the rear end of the excavator 10 so that the front end of the hard steel wire flows backward in the excavation direction. A tail seal brush (for example, Japanese Patent No. 2925726) that stops the outer periphery of the segment 40 and the hard steel wire so that they are in close contact with each other at a shallow contact angle of about 30 to 45 degrees. JP, JP-A-2005-61035, etc.) are known.

一方、上記(ロ)は中折れ式シールド掘進機に特有の浸入経路であり、本発明に対する従来技術に位置づけられる止水手段としては各種の発明が提案されている。例えば下記特許文献1には、伸縮性のある柔軟な膜体からなる土留め膜を中折れ部30の外周に被覆する方法、下記特許文献2には、前胴の後端部内面と後胴の前端部外面との間で摺動する中折れシールを用いる方法、下記特許文献3には、たわみ代(しろ)を有するゴムなどの塊状弾性体を前胴と後胴の間に装填する方法、がそれぞれ記載されている。   On the other hand, the above (b) is an intrusion route unique to the folding shield machine, and various inventions have been proposed as water stop means positioned in the prior art for the present invention. For example, the following Patent Document 1 discloses a method of covering the outer periphery of the bent portion 30 with a retaining film made of a flexible flexible film body, and the following Patent Document 2 discloses a rear end inner surface and a rear cylinder of the front cylinder. A method using a bent seal that slides between the outer surface of the front end portion of the rubber, and a method of loading a mass elastic body such as rubber having a deflection allowance between the front cylinder and the rear cylinder in Patent Document 3 below. , Respectively.

特開2005−273253号公報JP 2005-273253 A 特開2004−218198号公報JP 2004-218198 A 特開平6−108777号公報JP-A-6-108777

しかし上記従来の止水方法では、中折れ式シールド掘進機10の掘進方向を急カーブさせる場合、すなわち中折れ部30にて重なり合った前胴22と後胴23とを大きなストロークで互いに前後摺動させて揺動角度φを大きくした場合に、中折れ部30を十分に止水することは困難であった。
これは、中折れ式シールド掘進機10において掘進路を急カーブさせる場合、前胴22のうちカーブの外側(図1の下側に相当)は後胴23に対して大きく前進するのに対し、内側(同図の上側に相当)は局所的に後戻りをする場合があることに起因するものである。
However, in the above conventional water stop method, when the digging direction of the middle folding shield machine 10 is sharply curved, that is, the front cylinder 22 and the rear cylinder 23 overlapped at the middle folding part 30 slide back and forth with a large stroke. Thus, when the swing angle φ is increased, it is difficult to sufficiently stop the middle folding portion 30 with water.
This is because when the digging path is sharply curved in the folding shield excavator 10, the outside of the front barrel 22 (corresponding to the lower side in FIG. 1) greatly advances with respect to the rear barrel 23, The inner side (corresponding to the upper side in the figure) is due to the fact that there may be a case of local return.

例えば上記特許文献1に記載の土留め膜は伸縮性のある膜体からなるが、これは坑道の内壁面と掘進機との間の摩擦によってすぐに磨耗するため耐久性に乏しく、また膜体の伸縮性にも限界があるため中折れ部のストロークを十分に確保することができない。すなわち、十分な長さの土留め膜を掘進機の外周に設けた場合、カーブの内側では余った土留め膜が掘進機からはみ出して坑道の内壁面と接触して損耗し、逆に土留め膜を短くした場合は急カーブの外側で十分なストロークが得られなくなる。
上記特許文献2に記載の中折れシールの具体的な態様は明らかではないが、Oリング様のゴムパッキンであるとするならば、中折れ部の摺動抵抗によって取付溝からパッキンが掻き出されて脱離する虞がある。またゴムパッキンは弾性変形量が十分ではないため、掘進機の揺動によって胴管同士のクリアランスが変動した場合、容易に止水力を失う虞がある。また土砂などの粉粒体によるゴム材料の損耗は著しく、耐久性に乏しい。
上記特許文献3に記載の塊状弾性体の場合、押付用のロッドやプレートを備えているためシール体の脱離は防止されるものの、機構が複雑でコスト性やメンテナンス性に劣り、またゴムなどの軟弾性材料による泥水等の止水性および耐久性の問題は上記特許文献2に記載の中折れシールと共通する。
For example, the earth retaining film described in Patent Document 1 is composed of a stretchable film body, which is worn out due to friction between the inner wall surface of the mine shaft and the excavator, and therefore lacks durability. Since there is a limit to the stretchability of the belt, it is not possible to ensure a sufficient stroke at the middle bent portion. In other words, if a sufficient length of retaining film is provided on the outer periphery of the excavator, the surplus retaining film protrudes from the excavator on the inside of the curve and contacts the inner wall surface of the tunnel and wears. When the membrane is shortened, a sufficient stroke cannot be obtained outside the sharp curve.
Although the specific mode of the middle-fold seal described in Patent Document 2 is not clear, if it is an O-ring-like rubber packing, the packing is scraped from the mounting groove by the sliding resistance of the middle-fold portion. There is a risk of separation. In addition, since the elastic deformation amount of the rubber packing is not sufficient, there is a risk that the water stopping power may be easily lost when the clearance between the barrels fluctuates due to the swinging of the excavator. In addition, the wear of the rubber material due to particles such as earth and sand is remarkable and the durability is poor.
In the case of the massive elastic body described in the above-mentioned Patent Document 3, the sealing body is prevented from being detached because it is provided with a pressing rod and plate, but the mechanism is complicated and inferior in cost and maintenance, and rubber etc. The problem of water stoppage and durability such as muddy water due to the soft elastic material is common to the folded seal described in Patent Document 2.

一方、従来の断面くの字型のテールシールブラシでは中折れ部を止水することはできない。なぜならば、テールシールブラシは硬鋼線をくの字形に屈曲させてその先端を掘進方向の後方に流し、硬鋼線の先端をセグメントの外表面に順目で当接させることで掘進機のテールを止水(シール)するものであるところ、これは掘進機のテールが常に掘進方向に対して前進することを前提とする技術であり、かかる硬鋼線の集束体を中折れ部に環状に配置した場合、掘進方向に対して後退することのある胴管の内側では硬鋼線の先端が逆目となって相手方の胴管と当接することから、硬鋼線が前胴22と後胴23との空隙に巻き込まれ、また硬鋼線同士が絡まりあってしまうためである。   On the other hand, the conventional folded section tail seal brush cannot stop the folded portion. This is because the tail seal brush bends the hard steel wire into a dogleg shape and flows its tip backward in the direction of digging, and makes the tip of the hard steel wire abut against the outer surface of the segment in order. The tail is water-sealed (seal), and this is a technique that assumes that the tail of the excavator always moves forward in the direction of excavation. In the case where the hard steel wire is disposed in the inside of the trunk tube that may be retracted with respect to the digging direction, the tip of the hard steel wire is reversed and comes into contact with the other barrel tube. This is because the steel wire is caught in the gap between the body 23 and the hard steel wires are entangled with each other.

本発明は上記各課題を解決するためになされたものであり、中折れ式シールド掘進機の胴管の前段と後段とを大きなストロークで互いに前後摺動させた場合であっても中折れ部について泥水等に対する十分な止水性が常に得られ、また耐久性に優れ、かつ単純な構造でメンテナンス性に優れるシール装置を提供することを目的とする。   The present invention has been made in order to solve the above-mentioned problems, and even when the front and rear stages of the trunk pipe of the middle folding shield machine are slid back and forth with a large stroke, the middle folding section An object of the present invention is to provide a sealing device that can always obtain sufficient water-stopping properties for muddy water, has excellent durability, and has a simple structure and excellent maintainability.

本発明は、弾性線材を結束したブラシ体(集束体)によって前胴と後胴とを摺動自在に連結するとともにその間を止水するものであり、硬鋼線の集束体を用いた上記従来のシールパッキン装置とは異なり、互いに重なり合う前胴後端部の周面と後胴前端部の周面との間に弾性線材が略面直方向に立ち上がるようブラシ体が固定されることで、弾性線材の先端部が掘進機の掘進方向とその逆方向にいずれも撓むことができるよう設けられていることを特徴とする。   In the present invention, a front body and a rear body are slidably connected by a brush body (bundling body) in which an elastic wire material is bundled and water is stopped between them, and the conventional technique using a bundling body of hard steel wire is used. Unlike the seal packing device, the brush body is fixed between the circumferential surface of the front barrel rear end and the circumferential surface of the rear barrel front end, which overlap each other, so that the elastic wire rises in a substantially perpendicular direction. The tip of the wire is provided so as to be able to bend in both the digging direction and the opposite direction of the digging machine.

すなわち本発明は、
(1)掘進方向の先端に設けられた掘削用の切羽と、掘進方向について前後に設けられた前胴および後胴と、前記前胴の後端部と後胴の前端部とが互いに摺動自在に重ね合わされて形成された中折れ部と、を有する中折れ式シールド掘進機について前記中折れ部を止水するシール装置であって、
多数の弾性線材の基端部が互いに結束されて結束部が形成されたブラシ体を備え、前記ブラシ体の結束部が前記重ね合わされた前胴の後端部または後胴の前端部に固定されるとともに、前記弾性線材が後胴の前端部または前胴の後端部に向かって立ち上がるよう前記中折れ部に取り付けられ、
複数の前記ブラシ体を前胴の後端部または後胴の前端部の周面上に相隣接して環状に配設したシール装置が前記掘進方向について多段に配設されるとともに、少なくともいずれかのブラシ体には、前記多段のシール装置同士の間にシール剤を供給するシール剤供給通路が設けられていることを特徴とするシール装置;
(2)弾性線材の先端部が、前記掘進方向およびその逆方向に撓みつつ前記後胴の前端部または前胴の後端部の周面と密接することを特徴とする上記(1)記載のシール装置;
(3)後胴の前端部が切頭球面状に形成され、前胴の後端部の内径が前記球面よりも大径であって、かつ、前記弾性線材が前記球面の径方向に立ち上がるように前記ブラシ体が前胴の後端部の内周面上に取り付けられている上記(1)または(2)に記載のシール装置
要旨とするものである。
That is, the present invention
(1) The excavation face provided at the front end in the excavation direction, the front and rear cylinders provided at the front and rear in the excavation direction, and the rear end portion of the front cylinder and the front end portion of the rear cylinder slide relative to each other. A folding device formed by freely overlapping, and a sealing device for water-stopping the folded portion of the folded folding shield machine having
A brush body in which base ends of a large number of elastic wires are bound to each other to form a binding portion, and the binding portion of the brush body is fixed to the rear end portion of the superimposed front cylinder or the front end portion of the rear cylinder. And the elastic wire is attached to the bent portion so as to rise toward the front end portion of the rear barrel or the rear end portion of the front barrel,
A plurality of the brush bodies arranged in a ring shape adjacent to each other on the peripheral surface of the rear end of the front cylinder or the front end of the rear cylinder are arranged in multiple stages in the digging direction, and at least one of them A sealing device, wherein a sealing agent supply passage for supplying a sealing agent is provided between the multi-stage sealing devices;
(2) The front end portion of the elastic wire is in close contact with the front end portion of the rear barrel or the peripheral surface of the rear end portion of the front barrel while being bent in the digging direction and the opposite direction. Sealing device;
(3) The front end portion of the rear cylinder is formed in a truncated spherical shape, the inner diameter of the rear end portion of the front cylinder is larger than the spherical surface, and the elastic wire rises in the radial direction of the spherical surface. The sealing device according to (1) or (2), wherein the brush body is attached to an inner peripheral surface of a rear end portion of a front barrel ;
The one in which the subject matter of the present invention.

本発明にかかるシール装置は所定の長さの弾性線材を結束したブラシ体からなり、また中折れ式シールド掘進機のうち互いに重ね合わされた前胴と後胴の一方にその結束部を固定し、他方側に向かって弾性線材の先端部が直立させるよう構成されたものである。これにより、前胴と後胴とのクリアランスが弾性線材の長さよりも小さな領域にこれを用いることで、弾性線材の先端部を撓ませつつ掘進機の中折れ部に密接させることができる。
このように、弾性線材の先端部を所定長さのラップ代(しろ)で撓ませて前胴と後胴の周面同士を止水する方式をとることにより、ゴムなどの塊状弾性体を変形させる従来のシールよりも弾性変形量がはるかに大きくなり、両者を好適に止水しつつ摺動自在に連結することができる。このため、中折れ式シールド掘進機の揺動角度を大きくとることで前胴と後胴とのクリアランスが拡大または縮小した場合も、ブラシ体が常に前胴と後胴の両者と隙間なく接触しつづけることができる。また先端部を撓ませた弾性線材には、その弾性復元力に応じた高い止水圧が得られるため、高圧の泥水等に対してもこれが掘進機内部に浸入することを防ぐことができる。
本発明にかかるシール装置によれば、弾性線材の先端部を掘進方向およびその逆方向にいずれも撓ませることができるため、掘進路を急カーブさせる場合に掘進方向に大きく前進する掘進機の中折れ部の外側と、その逆方向に後退する場合のある内側とをいずれも好適に止水することができる。
また本発明は、中折れ部に複数のブラシ体を相隣接して環状に並べて配設する方式をとることもできるため、この場合は一部のブラシ体に破損や弾性線材の抜脱等が生じて止水力が損なわれたときも、当該ブラシ体のみを交換または修理するだけで止水力を回復することができ、メンテナンス性に優れる。
The sealing device according to the present invention is composed of a brush body in which elastic wires of a predetermined length are bound, and the binding portion is fixed to one of the front cylinder and the rear cylinder that are overlapped with each other in the folding shield machine. It is comprised so that the front-end | tip part of an elastic wire may stand up toward the other side. Thereby, by using this in a region where the clearance between the front cylinder and the rear cylinder is smaller than the length of the elastic wire, the tip of the elastic wire can be bent and brought into close contact with the bent portion of the excavator.
In this way, the elastic elastic material is deformed into a massive elastic body such as rubber by bending the tip of the elastic wire with a wrap margin of a predetermined length and stopping the circumferential surfaces of the front and rear bodies. The amount of elastic deformation is much larger than that of the conventional seal, and both can be slidably connected while suitably stopping water. For this reason, even when the clearance between the front and rear cylinders is increased or decreased by increasing the swing angle of the folding shield machine, the brush body always contacts both the front and rear cylinders without any gaps. Can continue. Moreover, since the high water stop pressure according to the elastic restoring force is obtained by the elastic wire which bent the front-end | tip part, this can prevent that this penetrate | invades also into a dugout machine with respect to a high-pressure muddy water.
According to the sealing device of the present invention, since the tip of the elastic wire can be bent in both the excavation direction and the opposite direction, when the excavation path is sharply curved, Both the outer side of the folded part and the inner side that may be retracted in the opposite direction can be suitably stopped.
In addition, since the present invention can also adopt a method in which a plurality of brush bodies are arranged adjacent to each other in a ring shape in the middle bent portion, in this case, some of the brush bodies are damaged or the elastic wire is pulled out. Even when the water stoppage force is lost, the water stoppage force can be recovered by replacing or repairing only the brush body, and the maintainability is excellent.

以下、本発明を実施するための最良の形態について図面を用いて具体的に説明する。図1は上述のように中折れジャッキ31の伸縮によって揺動角度φで掘進方向が左方(図中上方)に曲げられた中折れ式シールド掘進機10の平面図である。また同図に破線にて示す中折れ部30の拡大図を図2(a)に示す。   Hereinafter, the best mode for carrying out the present invention will be specifically described with reference to the drawings. FIG. 1 is a plan view of a middle-folded shield machine 10 in which the digging direction is bent leftward (upward in the figure) at a swing angle φ by expansion and contraction of the middle-folded jack 31 as described above. FIG. 2A shows an enlarged view of the bent portion 30 indicated by a broken line in FIG.

胴管21は、掘進方向について複数段に分割され、互いに一部が重ね合わされた状態で摺動自在に連結されている。胴管21の形状は特に限定されるものではないが、掘進方向に対して直交する方向の断面(以下、横断面という。)の形状は、円形、楕円形、長円形、矩形、またはこれらの組み合わせなど各種を採りうる。
本実施の形態においては、胴管21を横断面円形の円管状とし、また掘進方向の前段にあたる前胴22と、後段にあたる後胴23とにこれを2段に分割し、両者を中折れ部30で連結した態様を例示する。ただし分割の段数はこれに限られるものではなく3段以上とすることもできる。例えば胴管21を3段に分割した場合は中折れ部30が2箇所形成されることとなり、本発明にかかるシール装置をそれぞれの中折れ部について適用することができる。
The trunk tube 21 is divided into a plurality of stages in the excavation direction, and is slidably connected in a state where a part thereof is overlapped with each other. The shape of the trunk tube 21 is not particularly limited, but the shape of a cross section (hereinafter referred to as a transverse cross section) in a direction orthogonal to the excavation direction may be a circle, an ellipse, an oval, a rectangle, or these Various combinations can be taken.
In the present embodiment, the trunk tube 21 has a circular shape with a circular cross section, and is divided into two stages, a front cylinder 22 corresponding to the front stage in the digging direction and a rear cylinder 23 corresponding to the rear stage. The aspect connected with 30 is illustrated. However, the number of divisions is not limited to this, and can be three or more. For example, when the trunk tube 21 is divided into three stages, two bent portions 30 are formed, and the sealing device according to the present invention can be applied to each bent portion.

後胴23の前端部23aは切頭球面状に形成され、一方、前胴22の後端部22aは円筒状に形成されている。円筒状の前胴22の後端部22aの内径は、後胴23の前端部23aの切頭球面の直径よりもわずかに大きく形成されており、揺動角度φの大小によらず前胴22と後胴23とのクリアランスは略一定に保たれる。本発明にかかるシール装置50は、当該略一定のクリアランスを隙間なく止水する。   The front end 23a of the rear cylinder 23 is formed in a truncated spherical shape, while the rear end 22a of the front cylinder 22 is formed in a cylindrical shape. The inner diameter of the rear end portion 22a of the cylindrical front barrel 22 is slightly larger than the diameter of the truncated spherical surface of the front end portion 23a of the rear barrel 23, and the front barrel 22 is independent of the swing angle φ. The clearance between the rear cylinder 23 and the rear cylinder 23 is kept substantially constant. The sealing device 50 according to the present invention stops the substantially constant clearance without gaps.

図2(b)および(c)は、シール装置50を含む中折れ部30の拡大図である。同図(b)は、中折れジャッキ31(図1を参照)の延伸を駆動力として、前胴22が後胴23に対して前方に押し出されるように前進する際のシール装置50の状態を表している。逆に同図(c)は、中折れジャッキ31の縮退によって、前胴22が後胴23に向かって引き戻される状態におけるシール装置50を表している。すなわち、掘進機10の全体は図中右方に進行するのに対し、前胴22が局所的には後胴23に対して相対的に後退する場合があり、同図(c)はかかる状態を表している。   2B and 2C are enlarged views of the bent portion 30 including the sealing device 50. FIG. FIG. 6B shows the state of the sealing device 50 when the front cylinder 22 moves forward so as to be pushed forward with respect to the rear cylinder 23 by using the extension of the bent jack 31 (see FIG. 1) as a driving force. Represents. On the other hand, FIG. 3C shows the sealing device 50 in a state where the front barrel 22 is pulled back toward the rear barrel 23 due to the contraction of the bent jack 31. That is, the entire excavator 10 moves to the right in the figure, whereas the front cylinder 22 may locally recede relative to the rear cylinder 23, and FIG. Represents.

本実施の形態にかかるシール装置50は、それぞれ多数の弾性線材を互いに結束した複数のブラシ体50aを前胴22の後端部22aの内周面上に相隣接して環状に配置してなる。弾性線材は、基端部が互いに結束されて結束部51が形成され、他方、先端部52は刷毛のごとく自由に撓ませることができる(ブラシ体50aの正面視形状は図3を参照)。   The sealing device 50 according to the present embodiment is formed by arranging a plurality of brush bodies 50a each of which binds a large number of elastic wires to each other on the inner peripheral surface of the rear end portion 22a of the front barrel 22 in an annular shape. . In the elastic wire, the base end portions are bound to each other to form a binding portion 51, while the distal end portion 52 can be freely bent like a brush (see FIG. 3 for the front view shape of the brush body 50a).

本発明においては、複数のブラシ体50aを相隣接して環状に配設したシール装置50を、中折れ部30に単段または多段に設けてもよい。   In the present invention, the sealing device 50 in which a plurality of brush bodies 50a are arranged adjacent to each other in an annular shape may be provided in the middle folded portion 30 in a single stage or multiple stages.

すなわち本実施の形態にかかるシール装置50においては、中折れ部30に対する止水性をさらに向上するため、上記と同様のブラシ体50bを前胴22の後端部22aの内周面上に環状に配置して二段構成とした上で、環状のブラシ体50a,50b同士の間にシール剤60を充填している。   That is, in the sealing device 50 according to the present embodiment, the brush body 50b similar to the above is annularly formed on the inner peripheral surface of the rear end portion 22a of the front barrel 22 in order to further improve the water blocking performance against the folded portion 30. After arranging the two-stage configuration, the sealing agent 60 is filled between the annular brush bodies 50a and 50b.

なお、前胴22の後端部22aには、その内周面上に階段状に削成されたブラシ体取付部22bが環状に設けられ、その上に環状のブラシ体ホルダ24が設けられている。ブラシ体ホルダ24は、樹脂または金属などからなり、ブラシ体50a,50bの結束部を固定するための嵌合溝が形成されている。すなわちブラシ体50aおよび50bは、結束部51がブラシ体ホルダ24に固定され、また一方、先端部52が切頭球面状の後胴23の前端部23aの径方向に立ち上がるよう、前胴22に取り付けられている。   The rear end portion 22a of the front barrel 22 is provided with an annular brush body mounting portion 22b cut in a step shape on its inner peripheral surface, and an annular brush body holder 24 is provided thereon. Yes. The brush body holder 24 is made of resin, metal, or the like, and has a fitting groove for fixing the binding portion of the brush bodies 50a and 50b. That is, the brush bodies 50a and 50b are attached to the front cylinder 22 so that the binding part 51 is fixed to the brush body holder 24 and the front end part 52 rises in the radial direction of the front end part 23a of the truncated spherical rear cylinder 23. It is attached.

なお、中折れ式シールド掘進機においては掘進方向の前段にあたる前胴22をより大径とし、後段にあたる後胴23をより小径として、中折れ部30の止水性を向上することが一般的であることは既に述べたとおりであり、図1,2各図に示す本実施の形態についてもこれを前提としている。ただし本発明にかかるシール装置50は、中折れ部30において前胴22が後胴23よりも小径の場合についても用いられるものである。かかる場合にブラシ体50aおよび50bを如何なる位置および向きにて中折れ部30に配設すればよいかは、本実施の形態の説明に基づいて当業者であれば容易に想到できるであろう。   In the middle-folded shield machine, it is common to improve the water stoppage of the middle-folded portion 30 by making the front cylinder 22 corresponding to the front stage in the excavation direction larger in diameter and the rear cylinder 23 corresponding to the rear stage smaller in diameter. This has already been described, and this is also assumed for the present embodiment shown in FIGS. However, the sealing device 50 according to the present invention is also used in the case where the front barrel 22 has a smaller diameter than the rear barrel 23 in the folded portion 30. In such a case, the position and orientation of the brush bodies 50a and 50b to be disposed in the folded portion 30 will be easily conceivable by those skilled in the art based on the description of the present embodiment.

前胴22のブラシ体ホルダ24に固定されたブラシ体50aおよび50bは、前胴22と後胴23とが互いに重ね合わされることにより、後胴23の外周面と接触して、その先端部52を撓ませる。これにより、前胴22と後胴23とは、ブラシ体50a,50b、およびスライドレールなどの図示しない摺動手段とによって互いに摺動自在に連結される。ブラシ体50aおよび50bは、中折れ部30の周方向(図2各図における紙面前後方向)に横並びに連続して配設されており、すなわち弾性線材は中折れ部30の周方向に隙間なく設けられているため、先端部52の撓む方向としては実質的に図2(b)または(c)のように掘進方向の前後いずれかの方向となる。   The brush bodies 50a and 50b fixed to the brush body holder 24 of the front cylinder 22 come into contact with the outer peripheral surface of the rear cylinder 23 when the front cylinder 22 and the rear cylinder 23 are overlapped with each other, and the front end portion 52 thereof. Bend. Thereby, the front cylinder 22 and the rear cylinder 23 are slidably coupled to each other by the brush bodies 50a and 50b and sliding means (not shown) such as a slide rail. The brush bodies 50a and 50b are continuously arranged side by side in the circumferential direction of the folded portion 30 (the front and rear direction in the drawing in FIG. 2), that is, the elastic wire has no gap in the circumferential direction of the folded portion 30. Since it is provided, the direction in which the distal end portion 52 bends is substantially the front or rear direction of the excavation direction as shown in FIG. 2 (b) or (c).

前胴22が後胴23に対して相対的に前進する図2(b)の状態においては、ブラシ体50a,50bの先端部52は掘進方向の後方に撓みつつ後胴23の前端部23aと密接して中折れ部30を止水する。一方、前胴22が後胴23に対して相対的に後退する図2(c)の状態においては、ブラシ体50a,50bの先端部52は掘進方向の前方に撓みつつ、やはり後胴23の前端部23aと密接しており、中折れ部30の止水性を維持することができる。   In the state of FIG. 2B in which the front cylinder 22 moves forward relative to the rear cylinder 23, the front ends 52 of the brush bodies 50a and 50b are bent rearward in the digging direction, and the front end 23a of the rear cylinder 23 and Closely close the folded portion 30 with water. On the other hand, in the state of FIG. 2C in which the front cylinder 22 is retracted relative to the rear cylinder 23, the tip portions 52 of the brush bodies 50a and 50b are bent forward in the digging direction, and the It is in close contact with the front end portion 23a and can maintain the water-stopping property of the folded portion 30.

弾性線材の好適な長さは、前胴22と後胴23とのクリアランス、ブラシ体ホルダ24の厚さ、線材の曲げ弾性率その他の条件によって変動するため限定することはできないが、上記のように結束部51が前胴22に固定された状態で、その先端部52を所定のラップ代(しろ)によって後胴23と接触させ、これを掘進方向およびその逆方向にいずれも撓ませることのできるものである必要がある。   The preferred length of the elastic wire cannot be limited because it varies depending on the clearance between the front drum 22 and the rear drum 23, the thickness of the brush holder 24, the bending elastic modulus of the wire, and other conditions. In the state where the binding part 51 is fixed to the front cylinder 22, the front end part 52 is brought into contact with the rear cylinder 23 by a predetermined lapping allowance (margin), and this can be bent in both the digging direction and the opposite direction. It must be possible.

弾性線材の長さがこれよりも短い場合、その先端が後胴23と当接することができないか、または先端部52の撓み量が過小となり、後胴23に対する密着力が劣ることから十分な止水力が得られなくなる。
逆に弾性線材の長さが過剰の場合、後胴23に対する前胴22の摺動方向を前進方向から後退方向に切り替える際、および後退方向から前進方向に切り替える際に、先端部52の撓み方向をこれに追随して切り替えることができず、弾性線材が互いに絡み合ったり、座屈したりする虞がある。
When the length of the elastic wire is shorter than this, the front end of the elastic wire cannot be brought into contact with the rear cylinder 23 or the bending amount of the front end portion 52 becomes excessively small and the adhesion to the rear cylinder 23 is inferior, so that the sufficient stop Hydropower cannot be obtained.
On the contrary, when the length of the elastic wire is excessive, when the sliding direction of the front barrel 22 with respect to the rear barrel 23 is switched from the forward direction to the backward direction, and when switching from the backward direction to the forward direction, the bending direction of the distal end portion 52 is performed. Can not be switched following this, and there is a possibility that the elastic wires may be entangled with each other or buckled.

一例として、弾性線材に直径0.3mm程度の鋼線を用い、ブラシ体取付部22bにおける前胴22と後胴23とのクリアランスが100mm程度の場合、弾性線材のラップ代(しろ)を10乃至30mm程度とすることにより、本発明のように弾性線材を掘進方向の前後両方向に撓ませつつ後胴23の外周面と常に密接し、中折れ部30を好適に止水することができる。すなわち一般的な鋼線を弾性線材に用いる場合、前胴22と後胴23とのクリアランスに対し、弾性線材は先端側の10乃至30%の長さがラップ代となるようその長さを選択するとよい。   As an example, when a steel wire having a diameter of about 0.3 mm is used for the elastic wire, and the clearance between the front body 22 and the rear body 23 in the brush body attachment portion 22b is about 100 mm, the lapping margin of the elastic wire is 10 to 10 mm. By setting it to about 30 mm, the elastic wire rod is always in close contact with the outer peripheral surface of the rear trunk 23 while bending the elastic wire material in both the front and rear directions in the excavation direction, and the middle bent portion 30 can be suitably stopped. That is, when a general steel wire is used for the elastic wire, the length of the elastic wire is selected so that the wrap allowance is 10 to 30% on the tip side with respect to the clearance between the front drum 22 and the rear drum 23. Good.

シール剤60は、油性および高粘性を有するペースト状の止水材であり、各種が市販されている。またシール剤60に短繊維を混合して止水力を向上させることも好適である。相隣接して環状に配設されたブラシ体50aと50bとの間にシール剤60を充填することにより、掘進機10の外方からの泥水等の浸入に対する止水効果を増大することができる。またシール剤60は油性であるため、ブラシ体50a,50bの潤滑油の機能も有し、弾性線材の先端部と後胴23外周面との摩擦抵抗を減じ、弾性線材の磨耗を抑止することができる。   The sealing agent 60 is a paste-like water-stopping material having oiliness and high viscosity, and various types are commercially available. It is also suitable to improve the water stopping power by mixing short fibers with the sealing agent 60. By filling the sealant 60 between the brush bodies 50a and 50b disposed adjacent to each other in an annular shape, it is possible to increase the water stopping effect against the intrusion of muddy water or the like from the outside of the excavator 10. . Further, since the sealant 60 is oily, it also functions as a lubricating oil for the brush bodies 50a and 50b, and reduces the frictional resistance between the front end portion of the elastic wire and the outer peripheral surface of the rear barrel 23, thereby suppressing the wear of the elastic wire. Can do.

本発明にかかるシール装置50は、可撓性の弾性線材を刷毛として用いることにより、ゴムパッキンなどの塊状弾性体自体をシール体とする従来技術に比べて弾性変形量を遥かに大きくすることができる。これにより、前胴22の円筒状の後端部22aと、後胴23の切頭球面状の前端部23aとが、これらの加工公差や弾性/塑性変形の発生などに起因して、そのクリアランスが揺動角度φに応じて変動する場合であっても、本発明のシール装置50によれば、弾性線材のもつ大きな弾性変形量によって該変動分を吸収し、止水力を常に維持することができる。   The sealing device 50 according to the present invention uses a flexible elastic wire as a brush, so that the amount of elastic deformation can be greatly increased as compared with the prior art in which a mass elastic body itself such as rubber packing is used as a sealing body. it can. As a result, the cylindrical rear end portion 22a of the front barrel 22 and the truncated spherical front end portion 23a of the rear barrel 23 are caused by their processing tolerances, the occurrence of elastic / plastic deformation, and the like. Even when the angle fluctuates according to the swing angle φ, the sealing device 50 according to the present invention can absorb the variation due to the large amount of elastic deformation of the elastic wire and always maintain the water stopping force. it can.

なお、本実施の形態ではブラシ体50a,50bが前胴22の後端部22aの内周面上に固定される態様を例示しているが、本発明にかかるシール装置50はこれに限られるものではなく、ブラシ体50a,50bの結束部51を後胴23に固定し、弾性線材の先端部52を前胴22と密接させてもよい。   In the present embodiment, the brush bodies 50a and 50b are illustrated as being fixed on the inner peripheral surface of the rear end portion 22a of the front barrel 22. However, the sealing device 50 according to the present invention is limited to this. Instead of this, the bundling portions 51 of the brush bodies 50 a and 50 b may be fixed to the rear cylinder 23, and the front end portion 52 of the elastic wire may be brought into close contact with the front cylinder 22.

図3各図に、本実施の形態に用いるブラシ体50aの例を示す。図3(a)は曲線型ブラシ体の正面図、同図(b)はその側面図である。また同図(c)は直線型ブラシ体の正面図、同図(d)はその側面図である。71は弾性線材、72はブラシケース、73は保護板、74は網体、75はリベット、76はバンドである。なお本発明においては、同図(a)および(c)における図中左右方向をブラシ体50aの幅方向とし、同図(b)および(d)における図中左右方向をブラシ体50aの厚さ方向とする。   3 shows an example of a brush body 50a used in the present embodiment. FIG. 3A is a front view of the curved brush body, and FIG. 3B is a side view thereof. FIG. 4C is a front view of the linear brush body, and FIG. 4D is a side view thereof. 71 is an elastic wire, 72 is a brush case, 73 is a protective plate, 74 is a net, 75 is a rivet, and 76 is a band. In the present invention, the horizontal direction in the drawings in FIGS. 5A and 5C is the width direction of the brush body 50a, and the horizontal direction in FIGS. 4B and 4D is the thickness of the brush body 50a. The direction.

同図(a),(b)に示す曲線型ブラシ体は、中折れ部30の横断面が円形である場合に、これを幅方向に横並びに複数配設して用いるか、または中折れ部30の横断面が矩形である場合についてはそのコーナー部に用いることができる。
一方、同図(c),(d)に示す直線型ブラシ体は、かかる横断面が矩形や長円形である場合の直線部に用いることができる。
すなわちシール装置50には、中折れ部30の横断面形状に応じて、曲線型ブラシ体と直線型ブラシ体とを組み合わせて用いることができる。
In the curved brush body shown in FIGS. 5A and 5B, when the cross-section of the bent portion 30 is circular, a plurality of the bent portions are arranged side by side in the width direction, or the bent portion is used. When the cross section of 30 is rectangular, it can be used for the corner portion.
On the other hand, the linear brush body shown in FIGS. 3C and 3D can be used for a straight portion when the cross section is a rectangle or an oval.
That is, a curved brush body and a linear brush body can be used in combination in the sealing device 50 according to the cross-sectional shape of the bent portion 30.

弾性線材71には、耐摩耗性や強度などの観点から、例えば硬鋼線やアラミド繊維、またはナイロン繊維を用いることができる。また弾性線材71に波状加工を施すことで止水力を向上することができる。弾性線材71は、バンド76による緊縛や加熱融着などの手段によって基端部が互いに結束される。
ブラシケース72は、互いに結束された弾性線材71の結束部51を保持するとともに、前胴22の内周面上に設けられたブラシ体ホルダ24にリベット75を介して固定される部材であり、アルミ合金やステンレス合金などから得ることができる。
互いに結束された弾性線材71は、シール装置50の長期間の使用によってもその先端部52が拡開しないよう、厚さ方向の両側を保護板73で挟持されている。保護板73は厚さ1mm程度の鋼板などから得ることができる。
また、結束された弾性線材71の厚さ方向の中央には、薄肉で可撓性の網体74が埋設されている。網体74はステンレス等の線材を網状に編み上げるか、または鋼板などに多数の通孔を穿設してなる。これを弾性線材71に埋設することにより、ブラシ体50a,50bによるシール剤60の保水力を向上することができる。特にシール剤60に短繊維が混合されている場合、かかる短繊維が網体74に絡まることで目止めとなり、泥水等に対する止水力と、シール剤60の保水力をともに高めることができる。網体74の先端部は、弾性線材71とともに掘進機10の掘進方向およびその逆方向に自在に撓むことができる。
For the elastic wire 71, for example, hard steel wire, aramid fiber, or nylon fiber can be used from the viewpoints of wear resistance and strength. Further, the water stopping power can be improved by applying a wave-like process to the elastic wire 71. The base ends of the elastic wire 71 are bound to each other by means such as binding with a band 76 or heat fusion.
The brush case 72 is a member that holds the binding portion 51 of the elastic wire 71 bound to each other and is fixed to the brush body holder 24 provided on the inner peripheral surface of the front barrel 22 via a rivet 75, It can be obtained from aluminum alloy or stainless alloy.
The elastic wires 71 bound to each other are sandwiched by protective plates 73 on both sides in the thickness direction so that the distal end portion 52 does not expand even when the sealing device 50 is used for a long period of time. The protective plate 73 can be obtained from a steel plate having a thickness of about 1 mm.
A thin and flexible net 74 is embedded in the center of the bound elastic wire 71 in the thickness direction. The mesh body 74 is formed by braiding a wire material such as stainless steel into a mesh shape, or by forming a large number of through holes in a steel plate or the like. By embedding this in the elastic wire 71, the water retention of the sealant 60 by the brush bodies 50a and 50b can be improved. In particular, when short fibers are mixed in the sealing agent 60, the short fibers are entangled with the net 74, and the water stopping power against muddy water and the water holding power of the sealing agent 60 can be increased. The distal end portion of the net body 74 can be freely bent together with the elastic wire 71 in the digging direction of the digging machine 10 and in the opposite direction.

なお、図3(a),(b)に示す曲線型ブラシ体は、前胴22の後端部22aの内径が、後胴23の前端部23aの外径よりも大径である場合に好適に用いられるものである。すなわち、ブラシ体50aの基端側にあたるブラシケース72の上面は、平面視が凸の円弧状をなしている。また後胴23の外周面に当接する弾性線材71の先端は、平面視が凹の円弧状をなしている。このためかかる曲線型ブラシ体を幅方向に相隣接して並べることにより、ブラシケース72は、環状のブラシ体ホルダ24(図2を参照)と同径の環状をなし、また弾性線材71の先端は、後胴23の切頭球面状の前端部23aの横断面形状と同径の環状をなす。また、ブラシ体50aは、ブラシケース72の幅寸法と弾性線材71の幅寸法とが略同一であり、網体74の幅寸法はこれよりも大きく形成されている。これにより、複数のブラシ体50aを幅方向に横並びに全体を環状に配設した場合、ブラシケース72と弾性線材71はそれぞれ相隣接して環状をなし、網体74は互いにその一部同士を重ね合わせた状態で環状をなす。これにより、中折れ部30の周面上に隙間なく周回状に設けられた網体74にてシール剤60を好適に保持することができるとともに、所定の厚さをもつブラシケース72および弾性線材71が互いに隣接するブラシ体同士で干渉することがなく、換言すると弾性線材71の先端部52が掘進方向およびその逆方向に自在に撓みつつ後胴23の外周面と常時密接するという止水動作を妨げられることがない。   The curved brush body shown in FIGS. 3A and 3B is suitable when the inner diameter of the rear end portion 22a of the front cylinder 22 is larger than the outer diameter of the front end section 23a of the rear cylinder 23. It is used for. That is, the upper surface of the brush case 72 corresponding to the base end side of the brush body 50a has an arc shape that is convex in plan view. In addition, the tip of the elastic wire 71 in contact with the outer peripheral surface of the rear barrel 23 has an arc shape that is concave in plan view. Therefore, by arranging such curved brush bodies adjacent to each other in the width direction, the brush case 72 has an annular shape with the same diameter as the annular brush body holder 24 (see FIG. 2), and the tip of the elastic wire 71 Is formed in an annular shape having the same diameter as the cross-sectional shape of the truncated spherical front end portion 23a of the rear barrel 23. Further, in the brush body 50a, the width dimension of the brush case 72 and the width dimension of the elastic wire 71 are substantially the same, and the width dimension of the net body 74 is formed larger than this. As a result, when the plurality of brush bodies 50a are arranged side by side in the width direction and the entirety is annularly formed, the brush case 72 and the elastic wire 71 are annularly adjacent to each other, and the net 74 is part of each other. It forms a ring in a superposed state. As a result, the sealant 60 can be suitably held by the net 74 provided in a circular shape on the peripheral surface of the center bent portion 30 without any gaps, and the brush case 72 and the elastic wire having a predetermined thickness The water stopping operation in which the brush members 71 do not interfere with each other, in other words, the tip end portion 52 of the elastic wire 71 is always in close contact with the outer peripheral surface of the rear barrel 23 while flexing freely in the digging direction and in the opposite direction. Will not be disturbed.

図3(c),(d)に示す直線型ブラシ体も、ブラシケース72の幅寸法と弾性線材71の幅寸法とは略同一であり、網体74の幅寸法はこれよりも大きい。したがって中折れ部30の横断面形状が直線部を有する場合、ブラシケース72が幅方向に相隣接し、網体74が互いに一部重なり合うよう、かかる直線型ブラシ体を横並びに配設することで、前記中折れ部30の直線部を好適に止水することができる。   In the linear brush bodies shown in FIGS. 3C and 3D, the width dimension of the brush case 72 and the width dimension of the elastic wire 71 are substantially the same, and the width dimension of the net body 74 is larger than this. Therefore, when the cross-sectional shape of the folded portion 30 has a straight portion, the linear brush bodies are arranged side by side so that the brush cases 72 are adjacent to each other in the width direction and the nets 74 partially overlap each other. In addition, the straight portion of the bent portion 30 can be suitably stopped.

図4(a)および(b)は、本発明の第二の実施の形態にかかるシール装置50に用いられる給脂型ブラシ体の正面図である。いずれもブラシ体50aのブラシケース72に、その厚さ方向に連通するシール剤供給通路53を備えることを特徴とする。同図(a)はブラシケース72に通孔が形成された態様を、同図(b)はブラシケース72に切欠溝が形成された態様を例示している。なお、図4(a),(b)はいずれも直線型ブラシ体にシール剤供給通路53を設けたブラシ体50aの態様を例示したものであるが、図3(c),(d)に示す曲線型ブラシ体に同様の通孔や切欠溝を形成してシール剤供給通路53を設けてもよい。   4 (a) and 4 (b) are front views of a greasing brush body used in the sealing device 50 according to the second embodiment of the present invention. In any case, the brush case 72 of the brush body 50a is provided with a sealing agent supply passage 53 that communicates in the thickness direction. FIG. 4A illustrates an embodiment in which a through hole is formed in the brush case 72, and FIG. 5B illustrates an embodiment in which a cutout groove is formed in the brush case 72. 4 (a) and 4 (b) exemplify the mode of the brush body 50a in which the sealant supply passage 53 is provided in the linear brush body. FIGS. 3 (c) and 3 (d) The sealing agent supply passage 53 may be provided by forming a similar through hole or notch groove in the curved brush body shown.

図5は、本実施の形態にかかるシール装置50が、前胴22の後端部22aの内周面上に、掘進方向について二段にわたって配設された状態を示す断面模式図である。ただし同図においては後胴23の前端部23aの図示を省略し、ブラシ体50a,50bの弾性線材71は撓むことなく前胴22のブラシ体取付部22bよりその面直方向に立ち上がった状態を示している。   FIG. 5 is a schematic cross-sectional view showing a state in which the sealing device 50 according to the present embodiment is arranged in two stages on the inner peripheral surface of the rear end portion 22a of the front barrel 22 in the digging direction. However, in the same figure, the illustration of the front end portion 23a of the rear cylinder 23 is omitted, and the elastic wire 71 of the brush bodies 50a, 50b rises in a direction perpendicular to the brush body attachment portion 22b of the front cylinder 22 without bending. Is shown.

本実施の形態にかかるシール装置50は、前胴22の後端部22aの内周面上に相隣接して環状に配設されたそれぞれ複数のブラシ体50aおよび50bを有する。掘進方向の前段側のブラシ体50aの一部または全部は、図4(a)に示すシール剤供給通路53が通孔によって形成された給脂型ブラシ体であり、後段側のブラシ体50bには、図3(c),(d)に示すブラシ体を用いている。   The sealing device 50 according to the present embodiment includes a plurality of brush bodies 50a and 50b that are annularly arranged adjacent to each other on the inner peripheral surface of the rear end portion 22a of the front barrel 22. Part or all of the front-side brush body 50a in the digging direction is a greasing type brush body in which the sealant supply passage 53 shown in FIG. 4A is formed by a through-hole, and the brush body 50b on the rear-stage side Uses the brush body shown in FIGS. 3 (c) and 3 (d).

前胴の後端部22aには、給脂管25が埋設され、その出口側の開口端26はブラシ体50aと50bとの間に穿設されている。給脂管25の入口側には、図示しない電動圧送ホースが連結し、該ホースよりシール剤60を圧送する。シール剤60は給脂管25および開口端26を通じ、ブラシ体50a,50b、前胴の後端部22aおよび後胴の前端部23aで囲まれる環状の閉空間に充填される。   A greasing pipe 25 is embedded in the rear end portion 22a of the front cylinder, and an opening end 26 on the outlet side is formed between the brush bodies 50a and 50b. An electric pumping hose (not shown) is connected to the inlet side of the greasing pipe 25, and the sealant 60 is pumped from the hose. The sealant 60 is filled into the annular closed space surrounded by the brush bodies 50a and 50b, the rear end portion 22a of the front cylinder, and the front end portion 23a of the rear cylinder through the greasing pipe 25 and the opening end 26.

このように、ブラシ体50aにシール剤供給通路53を設けることにより、シール剤60を安定的に供給することができるとともに、仮にシール剤供給通路53が目詰まりをおこした場合も当該ブラシ体のみを交換/修理するだけで容易にシール装置50の修復が可能になるという利点がある。   Thus, by providing the sealant supply passage 53 in the brush body 50a, the sealant 60 can be supplied stably, and even if the sealant supply passage 53 is clogged, only the brush body is provided. There is an advantage that the sealing device 50 can be easily repaired simply by exchanging / repairing.

本発明にかかるシール装置は、互いに前後摺動する管状の前胴と後胴との間を、先端が掘進前後方向に自在に撓むことのできる弾性線材を結束してなるブラシ体によって好適に止水するものである。かかるシール装置は、中折れ式シールド掘進機の中折れ部のほか、掘進方向に対して前後摺動する部位に関してはいずれも好適に止水することができる。
具体的には、例えば大径の切羽と胴管とからなる掘進機の主胴部の側方に、小径の切羽と胴管とからなる副胴部を出入自在に備える掘進機によって、幹線用の大径の主道と、その側方に飛び飛びに設けられる一時避難用の小径の側道とからなるトンネルを削成する場合に好適に用いられる。すなわち、主胴部を地中に固定した状態でその側方から副胴部を突出させ、さらに主胴部に沿ってこれを掘進方向の前後に摺動させて側道を掘削形成する場合、主胴部と副胴部とは大きなストロークによって互いに前後摺動する関係となる。この場合に、主胴部と副胴部との間、および副胴部と側道内のセグメントとの間について止水をするに際して、本発明の如く環状に立設された複数のブラシ体からなるシール装置を用いることにより、摺動の前後両方向に弾性線材の先端部を撓ませることができることから、良好な止水力を得ることができる。
The sealing device according to the present invention is preferably provided by a brush body in which an elastic wire whose front end can freely bend in the longitudinal direction of excavation is bound between a tubular front cylinder and a rear cylinder that slide back and forth with respect to each other. It is to stop water. Such a sealing device can suitably stop water for any part that slides back and forth with respect to the direction of excavation, in addition to the middle bent part of the folding shield excavator.
Specifically, for example, for a trunk line by an excavator equipped with a sub trunk portion made of a small diameter face and a trunk pipe in a side of the main trunk portion of the excavator consisting of a large diameter face and a trunk pipe. This is suitably used for cutting a tunnel composed of a large-diameter main road and a small-diameter side road for temporary evacuation provided sideways. That is, in the state where the main body portion is fixed in the ground, the auxiliary body portion is protruded from the side, and further, the side road is slid back and forth along the main body portion to form the side road, The main body portion and the sub body portion are in a relationship of sliding back and forth with a large stroke. In this case, when water is stopped between the main body portion and the sub body portion, and between the sub body portion and the segment in the side road, it is composed of a plurality of brush bodies erected in an annular shape as in the present invention. By using the sealing device, the distal end portion of the elastic wire can be bent in both the front and rear directions of sliding, so that a good water stopping force can be obtained.

中折れ式シールド掘進機の平面模式図である。It is a plane schematic diagram of a middle fold type shield machine. 中折れ部の拡大図である。It is an enlarged view of a bend part. 本発明の第一の実施の形態にかかるシール装置に用いるブラシ体の二面図であり、(a)は曲線型ブラシ体の正面図、(b)はその側面図、(c)は直線型ブラシ体の正面図、(d)はその側面図である。BRIEF DESCRIPTION OF THE DRAWINGS It is a two-plane figure of the brush body used for the sealing apparatus concerning 1st embodiment of this invention, (a) is a front view of a curvilinear brush body, (b) is the side view, (c) is a linear type The front view of a brush body, (d) is the side view. 本発明の第二の実施の形態にかかるシール装置に用いる給脂型ブラシ体の正面図である。It is a front view of the greasing type brush body used for the sealing device concerning a second embodiment of the present invention. 本発明の第二の実施の形態にかかるシール装置、および掘進機の前胴後端部の断面模式図である。It is a cross-sectional schematic diagram of the seal | sticker apparatus concerning 2nd embodiment of this invention, and the front trunk | drum rear-end part of an excavation machine.

符号の説明Explanation of symbols

10 中折れ式シールド掘進機
20 切羽
21 胴管
22 前胴
23 後胴
30 中折れ部
50 シール装置
50a,50b ブラシ体
53 シール剤供給通路
60 シール剤
71 弾性線材
72 ブラシケース
DESCRIPTION OF SYMBOLS 10 Folding type shield machine 20 Face 21 Body pipe 22 Front trunk 23 Rear trunk 30 Middle folding part 50 Sealing device 50a, 50b Brush body 53 Sealing agent supply passage 60 Sealing agent 71 Elastic wire material 72 Brush case

Claims (3)

掘進方向の先端に設けられた掘削用の切羽と、掘進方向について前後に設けられた前胴および後胴と、前記前胴の後端部と後胴の前端部とが互いに摺動自在に重ね合わされて形成された中折れ部と、を有する中折れ式シールド掘進機について前記中折れ部を止水するシール装置であって、
多数の弾性線材の基端部が互いに結束されて結束部が形成されたブラシ体を備え、前記ブラシ体の結束部が前記重ね合わされた前胴の後端部または後胴の前端部に固定されるとともに、前記弾性線材が後胴の前端部または前胴の後端部に向かって立ち上がるよう前記中折れ部に取り付けられ、
複数の前記ブラシ体を前胴の後端部または後胴の前端部の周面上に相隣接して環状に配設したシール装置が前記掘進方向について多段に配設されるとともに、少なくともいずれかのブラシ体には、前記多段のシール装置同士の間にシール剤を供給するシール剤供給通路が設けられていることを特徴とするシール装置。
The face for excavation provided at the front end of the excavation direction, the front and rear cylinders provided at the front and rear in the excavation direction, and the rear end portion of the front cylinder and the front end portion of the rear cylinder are slidably overlapped with each other. A sealing device for stopping the middle folding portion of the middle folding shield machine having a middle folding portion formed by:
A brush body in which base ends of a large number of elastic wires are bound to each other to form a binding portion, and the binding portion of the brush body is fixed to the rear end portion of the superimposed front cylinder or the front end portion of the rear cylinder. And the elastic wire rod is attached to the bent portion so as to rise toward the front end of the rear barrel or the rear end of the front barrel,
A plurality of the brush bodies arranged in a ring shape adjacent to each other on the peripheral surface of the rear end of the front cylinder or the front end of the rear cylinder are arranged in multiple stages in the digging direction, and at least one of them The brush body is provided with a sealing agent supply passage for supplying a sealing agent between the multi-stage sealing devices.
弾性線材の先端部が、前記掘進方向およびその逆方向に撓みつつ前記後胴の前端部または前胴の後端部の周面と密接することを特徴とする請求項1に記載のシール装置。 2. The sealing device according to claim 1, wherein a front end portion of the elastic wire is in close contact with a peripheral surface of a front end portion of the rear cylinder or a rear end portion of the front cylinder while being bent in the digging direction and the opposite direction. 後胴の前端部が切頭球面状に形成され、前胴の後端部の内径が前記球面よりも大径であって、かつ、前記弾性線材が前記球面の径方向に立ち上がるように前記ブラシ体が前胴の後端部の内周面上に取り付けられている請求項1または2に記載のシール装置。 The brush is formed such that a front end portion of a rear cylinder is formed in a truncated spherical shape, an inner diameter of a rear end portion of the front cylinder is larger than that of the spherical surface, and the elastic wire is raised in a radial direction of the spherical surface. The sealing device according to claim 1 or 2, wherein the body is mounted on an inner peripheral surface of a rear end portion of the front barrel.
JP2006131957A 2006-05-10 2006-05-10 Sealing device for foldable shield machine Active JP4478122B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2006131957A JP4478122B2 (en) 2006-05-10 2006-05-10 Sealing device for foldable shield machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2006131957A JP4478122B2 (en) 2006-05-10 2006-05-10 Sealing device for foldable shield machine

Publications (2)

Publication Number Publication Date
JP2007303134A JP2007303134A (en) 2007-11-22
JP4478122B2 true JP4478122B2 (en) 2010-06-09

Family

ID=38837298

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2006131957A Active JP4478122B2 (en) 2006-05-10 2006-05-10 Sealing device for foldable shield machine

Country Status (1)

Country Link
JP (1) JP4478122B2 (en)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010084395A (en) * 2008-09-30 2010-04-15 Ihi Corp Excavating system for tunnel enlargement and method for excavating for tunnel enlargement
JP2010116732A (en) * 2008-11-13 2010-05-27 Ihi Corp Tunnel excavator
JP5231508B2 (en) * 2010-10-28 2013-07-10 誠 植村 Open shield machine
JP6963253B2 (en) * 2017-07-14 2021-11-05 川崎重工業株式会社 Shield excavator
CN108868785A (en) * 2018-06-12 2018-11-23 江苏锐成机械有限公司 Shield machine with more piece spherical surface articulated structure
CN109630144B (en) * 2018-12-05 2020-07-07 中交二航局第三工程有限公司 Method for replacing two shield tail brush rings of shield tunneling machine for water-rich stratum tunnel construction
JP7362510B2 (en) 2020-02-27 2023-10-17 地中空間開発株式会社 Center folding mechanism of tunnel excavator

Also Published As

Publication number Publication date
JP2007303134A (en) 2007-11-22

Similar Documents

Publication Publication Date Title
JP4478122B2 (en) Sealing device for foldable shield machine
JP4086074B2 (en) Emergency water seal device for shield machine
JP3392796B2 (en) Tunnel backfill equipment and construction method
JP5859817B2 (en) Shield machine for sharp curve construction
JP4183040B2 (en) Method for retreating shield machine and jig for retreating shield
CN103423148B (en) pumping machine and pumping system thereof
JP2024042466A (en) shield tunneling machine
JP3840772B2 (en) Emergency water seal device for shield machine
KR101232822B1 (en) Rockbolt and hydraulic pressure apparatus using the same
JP4340568B2 (en) Curving machine
JP4133732B2 (en) Shield tunnel joining method
JP3911171B2 (en) Seal structure of shield machine
JP2024042468A (en) shield tunneling machine
JP3529364B2 (en) Shield machine
JP3347311B2 (en) Underground junction type shield machine
JP3293804B2 (en) Branch shield excavation method and shield excavator capable of branch excavation
JP3588652B2 (en) Tail seal of shield machine
JP6359375B2 (en) Tunnel excavator and seal diameter switching method during tunnel construction
JP4337503B2 (en) Tail structure and tail seal replacement method for shield machine
JP2023150329A (en) Shield excavator tail seal replacement method and tunnel under construction
JP4376828B2 (en) Tunnel construction method
JP2022060426A (en) Shield machine and emergency sealing method for shield machine
JP2002227586A (en) Tunnel back filling device
KR101570859B1 (en) Pressure jack for semi-shield tunneling method
JP2005120734A (en) Tunnel repair method

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20080118

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20091116

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20091125

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20100120

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20100303

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20100312

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

Ref document number: 4478122

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130319

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130319

Year of fee payment: 3

S533 Written request for registration of change of name

Free format text: JAPANESE INTERMEDIATE CODE: R313533

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140319

Year of fee payment: 4

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250