JPH03202590A - Shield excavator - Google Patents
Shield excavatorInfo
- Publication number
- JPH03202590A JPH03202590A JP34180889A JP34180889A JPH03202590A JP H03202590 A JPH03202590 A JP H03202590A JP 34180889 A JP34180889 A JP 34180889A JP 34180889 A JP34180889 A JP 34180889A JP H03202590 A JPH03202590 A JP H03202590A
- Authority
- JP
- Japan
- Prior art keywords
- clipper
- clippers
- rotary cutter
- shield
- jack
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 238000005192 partition Methods 0.000 claims description 10
- 230000002093 peripheral effect Effects 0.000 claims 1
- 238000003756 stirring Methods 0.000 abstract description 7
- 230000000149 penetrating effect Effects 0.000 abstract description 4
- 208000019300 CLIPPERS Diseases 0.000 abstract 8
- 208000021930 chronic lymphocytic inflammation with pontine perivascular enhancement responsive to steroids Diseases 0.000 abstract 8
- 238000009412 basement excavation Methods 0.000 description 11
- 239000002689 soil Substances 0.000 description 5
- 238000010276 construction Methods 0.000 description 3
- 238000004898 kneading Methods 0.000 description 3
- 238000001125 extrusion Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000005641 tunneling Effects 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 230000001141 propulsive effect Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は、後部にセグメントからなる覆工壁を組み立て
つつ掘進するシールド掘進機に関する。DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention relates to a shield excavator that excavates while assembling a lining wall made up of segments at the rear.
(従来の技術)
従来のシールド掘進機は、円筒状をしたシールド筒の前
端部に回転カッターを備えるとともに、後端部内にセグ
メント組立装置を備え、そのセグメント組立装置によっ
て後方側に組み立てられた覆工壁に反力を取る推進用の
油圧ジヤツキをシールド筒内に設け、該油圧ジヤツキに
よってシールド筒全体を前進させるとともに掘削時の反
力をもたせるようにしている。(Prior Art) A conventional shield tunneling machine is equipped with a rotary cutter at the front end of a cylindrical shield tube, and a segment assembly device inside the rear end, and a shield assembled on the rear side by the segment assembly device. A hydraulic jack for propulsion that takes a reaction force against the excavation wall is installed in the shield cylinder, and the hydraulic jack moves the entire shield cylinder forward and provides a reaction force during excavation.
(発明が解決しようとする課題)
このような従来のシールド掘進機は、その推進が周囲の
地山の土圧を受けた状態で押し出されるものであるため
、大きな反力が発生し、これを後方に組み立てられたセ
グメントによる覆工壁に受けさせるため、地山の耐力が
低い場合には、覆工が座屈することとなる。このため、
覆工の裏込材や、地山硬化剤によって地山の耐力が充分
に増強されるまでシールド掘進機の推進ができず、工期
が長くなるという問題があった。(Problems to be Solved by the Invention) Conventional shield excavators like this are propelled while being pushed out under the earth pressure of the surrounding ground, which generates a large reaction force. Since it is supported by a lining wall made of segments assembled at the rear, if the bearing strength of the ground is low, the lining will buckle. For this reason,
There was a problem in that the shield excavator could not be propelled until the strength of the ground was sufficiently strengthened by the backing material for the lining and the ground hardening agent, resulting in a long construction period.
本発明は上述の如き従来の問題にかんがみ、セグメント
による後方の覆工に負荷をかけることなく推進でき、高
速施工が可能なシールド掘進機の提供を目的としたもの
である。In view of the above-mentioned conventional problems, the present invention aims to provide a shield excavator that can be propelled without placing a load on the rear lining by segments and can perform high-speed construction.
(課題を達成するための手段)
上述の如き従来の問題を解決し、所期の目的を達成する
ための本発明のシールド掘進機の特徴は、円筒状のシー
ルド筒の前端部に地山を掘削する回転カッターを備える
とともに、後端部にセグメント組立装置を備えてなるシ
ールド掘進機において、前記シールド筒を軸方向に対し
て他方側が軸心方向に伸縮自在な前胴と後胴とをもって
構成し、前記前胴に前記隔壁及び回転カッターを設け、
後胴に前記セグメント組立装置を設け、前記両胴に、外
周面に突出して地山内に貫入自在なグリッパ−を備える
とともに、該両胴間を#縮させる推進用ジヤツキを備え
たことにある。(Means for Achieving the Object) A feature of the shield excavator of the present invention for solving the above-mentioned conventional problems and achieving the intended purpose is that a rock is inserted into the front end of the cylindrical shield tube. In a shield excavator equipped with a rotary cutter for excavating and a segment assembly device at the rear end, the shield cylinder is configured with a front body and a rear body, the other side of which is expandable and retractable in the axial direction. and providing the partition wall and the rotary cutter on the front body,
The segment assembly device is provided in the rear body, grippers projecting from the outer circumferential surface and penetrating into the ground are provided on both bodies, and a propulsion jack is provided for compressing the space between the two bodies.
(作用)
このシールド掘進機は、前後の両胴よりグリッパ−を突
出させて地山に貫入させた状態で回転カッターにより掘
削すると、その掘削時の反力は、グリッパ−によって受
けられ、後方の覆工壁には負荷がかからない。また、後
胴のグリッパ−を突出させ、vJ胴のグリッパ−を引き
込んだ状態で推進用ジヤツキを伸長させることにより後
胴のグリッパ−に反力を取って前胴が前進され、その後
前胴のグリッパ−を突出させ、後胴のグリッパ−を引き
込んだ状態で推進用ジヤツキを縮めることにより、前胴
のグリッパ−に反力を取ってf&胴が前胴側に推進され
、これによって全体の推進がなされる。(Function) In this shield excavator, when excavating with a rotary cutter with the gripper protruding from both the front and rear bodies and penetrating the ground, the reaction force at the time of excavation is received by the gripper, and the rear No load is applied to the lining wall. In addition, by protruding the gripper on the rear body and extending the propulsion jack with the gripper on the vJ body retracted, the reaction force is taken by the gripper on the rear body and the front body is moved forward, and then the front body is moved forward. By protruding the gripper and retracting the propulsion jack with the gripper on the rear body retracted, the f& body is propelled toward the front body by taking a reaction force to the gripper on the front body, thereby promoting overall propulsion. will be done.
上記のいずれの場合にも推進の反力は後方の覆工壁に伝
わらない。In any of the above cases, the reaction force of propulsion is not transmitted to the rear lining wall.
(実施例) 次に本発明の実施例を図面について説明する。(Example) Next, embodiments of the present invention will be described with reference to the drawings.
図において、1は円筒状をしたシールド筒であり、この
シールドFJIは、前胴2とt&E3とによって構成さ
れている。前胴2は、後端が後胴3の先端外周のスライ
ド部3b外に軸方向に摺動自在に嵌合されている。この
両射2,3間には、両者間を軸方向に互いに伸縮させる
推進用ジヤツキ4が連結されている。In the figure, 1 is a cylindrical shield tube, and this shield FJI is composed of a front body 2 and a t&E3. The rear end of the front body 2 is fitted outside the slide portion 3b on the outer periphery of the tip of the rear body 3 so as to be freely slidable in the axial direction. A propulsion jack 4 is connected between the two shots 2 and 3 to extend and contract them in the axial direction.
前胴2の略中央位置には内部を前後に仕切る隔壁5が設
けられ、その前方側が掘削混練チャンバー6となってい
る。A partition wall 5 is provided at approximately the center of the front body 2 to partition the inside into front and rear parts, and the front side of the partition wall 5 serves as an excavation and kneading chamber 6.
隔壁5の中央部分には、軸受7が固定され、この軸受7
にカッター軸8が軸方向にスライド自在で、かつ、回転
自在に軸受されている。カッター軸8の先端には回転カ
ッター9が固定されている。A bearing 7 is fixed to the central part of the partition wall 5.
A cutter shaft 8 is axially slidable and rotatably supported. A rotary cutter 9 is fixed to the tip of the cutter shaft 8.
また、チャンバー6内には、隔壁の前面側にあって、カ
ッター軸8に回転自在に支持させた削土混練用の撹拌ス
ポーク10が収容され、この撹拌スポーク10は、その
先端にリング状の内歯ギヤ11aが固定され、これに隔
壁5に固定した駆動モーター12のピニオンギヤllb
が噛合し、回転カッター9とは別に回転駆動されるよう
になっている。Further, inside the chamber 6, a stirring spoke 10 for excavating and kneading soil is housed, which is located on the front side of the partition wall and rotatably supported by the cutter shaft 8. An internal gear 11a is fixed, and a pinion gear llb of a drive motor 12 fixed to the partition wall 5 is attached to the internal gear 11a.
are engaged with each other, and are driven to rotate separately from the rotary cutter 9.
隔壁5の下部には、削土搬出用のスクリューコンベア1
3の先端が連通されており、回転カッター9にて掘削さ
れ、撹拌スポーク10によって混練された土砂が後方へ
搬出されるようになっている。At the bottom of the partition wall 5, there is a screw conveyor 1 for carrying out the excavated soil.
3 are connected to each other so that the earth and sand excavated by the rotary cutter 9 and mixed by the stirring spokes 10 is carried out to the rear.
後胴3内には、セグメント組立装置F14が設けられて
おり、その後端内でセグメント15が組立られて円筒状
の覆工が順次延長されるようになっている。また、セグ
メント組立部の前方側には、セグメント押し出しジヤツ
キ16が設けられている。A segment assembly device F14 is provided inside the rear shell 3, and the segments 15 are assembled within the rear end so that the cylindrical lining is successively extended. Further, a segment push-out jack 16 is provided on the front side of the segment assembly section.
前胴2及び後胴3には、それぞれ複数のグリッパ−17
,18が設けられている。A plurality of grippers 17 are provided on the front body 2 and the rear body 3, respectively.
, 18 are provided.
この各グリッパ−17,18は、第3図に示すように胴
2(及び3)の外周に先端を開口させたグリッパ−ケー
ス19内に出し入れ自在に収容され、油圧シリンダー2
0によって出入動作されるようになっている。As shown in FIG. 3, each of the grippers 17 and 18 is housed in a gripper case 19 whose tip is opened on the outer periphery of the cylinder 2 (and 3) so that it can be taken in and out.
It is designed to be operated in and out by 0.
次に上述の如く構成されるシールド掘進機による掘進工
程を第4図について説明する。まず、第4図(イ)に示
すように前胴2及び後胴3のグリッパ−17,18を突
出させて地山内に貫入させ−た状態で回転カッター9を
回転させつつ前進させて地山を掘削する。Next, the excavation process using the shield excavator constructed as described above will be explained with reference to FIG. 4. First, as shown in FIG. 4(A), with the grippers 17 and 18 of the front body 2 and rear body 3 protruding and penetrating into the ground, the rotary cutter 9 is rotated and advanced to remove the ground. excavate.
同時に撹拌スポーク10も回転させ、削土を泥土ととも
に混練し、スクリューコンベアにより順次搬出する0回
転カッター9を一定の長さだけ前進させた後、第4図(
ロ)に示すように後胴3のグリッパ−18を突出させて
おき、前JrJ2のグリッパ−17を引き込ませる0次
いで第4図(ハ)に示すように推進用ジヤツキ4を伸長
させる。これによって反力がグリッパ−18に受けられ
た状態で前胴2に推進力が作用する。この推進用ジヤツ
キ4の伸長に応じてて回転カッター9を後退させること
により掘削が停止された状態で前f12が推進される。At the same time, the stirring spoke 10 is also rotated to mix the excavated soil with the mud, and the zero-rotation cutter 9, which is sequentially carried out by a screw conveyor, is advanced by a certain length, and then, as shown in FIG.
As shown in FIG. 4(c), the gripper 18 of the rear trunk 3 is projected, and the gripper 17 of the front Jr. J2 is retracted.Then, the propulsion jack 4 is extended as shown in FIG. As a result, a propulsive force acts on the front trunk 2 while the reaction force is received by the gripper 18. By retracting the rotary cutter 9 in accordance with the extension of the propulsion jack 4, the front f12 is propelled while excavation is stopped.
このとき、撹拌スポーク10には、削土の撹拌を連続し
て行わせ、削土を排出させる。At this time, the stirring spoke 10 continuously stirs the excavated soil and discharges the excavated soil.
このようにして前胴2を1ストロ一ク分前進させた後、
第4図(ニ)に示すように前胴2のグリッパ−17を突
出させて地山中に貫入させるとともに後胴3のグリッパ
−18を引き込ませる。After moving the front body 2 forward by one stroke in this way,
As shown in FIG. 4(d), the gripper 17 of the front body 2 is projected and penetrated into the ground, and the gripper 18 of the rear body 3 is retracted.
次いで推進用ジヤツキ4を縮める。これによって反力が
グリッパ−18に受けられた状態で後胴3が1ストロ一
ク分前進され、シールド掘進機全体の1ストロ一ク分の
推進がなされる。Next, the propulsion jack 4 is retracted. As a result, the rear trunk 3 is moved forward by one stroke with the reaction force being received by the gripper 18, and the entire shield excavator is propelled by one stroke.
なお、後胴の推進に際し、その前進に応じてセグメント
押出ジヤツキ16を伸長させ、f&Ir1B内にて先に
組み立てられたセグメント15を後方に押し出す。In addition, when the rear fuselage is propelled, the segment extrusion jack 16 is extended in accordance with the forward movement of the rear fuselage, and the segments 15 assembled earlier in the f&Ir1B are extruded rearward.
なお、上述の実施例は、いわゆる削土混練式のシールド
掘進機に実施した例を示しているが、その他のシールド
掘進機に実施しても良いものであることはいうまでもな
い。In addition, although the above-mentioned Example shows the example implemented to the so-called earth excavation and kneading type shield excavation machine, it goes without saying that it may be implemented to other shield excavation machines.
(発明の効果)
上述したように本発明のシールド掘進機は、シールド筒
を前胴と後嗣とをもって構成し、隔別間をジヤツキによ
って伸縮自在となすとともに、隔別にそれぞれ地山に貫
入するグリッパ−を備えたことにより、グリッパ−に掘
削時及び推進時の反力を全て受は持たせることができ、
このため、後方のセグメントによる覆工には負荷をかけ
ない状態で掘進できることとなり、覆工外の裏込めや、
地盤改良とは無関係にシールド掘進機の推進が可能にな
り、安全な高速施工ができる。(Effects of the Invention) As described above, the shield tunneling machine of the present invention has a shield tube composed of a front body and a rear part, and the space between the parts is extendable and retractable by means of jacks, and grippers that penetrate into the ground at each part are provided. - By equipping the gripper, it is possible to have all the reaction force during excavation and propulsion.
Therefore, it is possible to excavate without applying any load to the lining made of the rear segments, and backfilling outside the lining can be done.
It becomes possible to propel the shield excavator regardless of ground improvement, allowing safe and high-speed construction.
図面は本発明の実施例を示すもので、第1図は装置全体
の概略を示す断面図、第2図は、第1図中のA−A線断
面図、第3図は同B−B線断面図、第4図(イ)〜〈二
)は掘進工程の断面図である。
l・・・・・・シールド筒、2・・・・・・前胴、3・
・・・・・後胴、4・・・・・・推進用ジヤツキ、5・
・・・・・隔壁、6・・・・・・チャンバー、7・・・
・・・軸受、8・・・・・・カッター軸、9・・・・・
・回転カッター10・・・・・・撹拌スポーク、lla
・・・・・・内歯ギヤ、11b・・・・・・ピニオンギ
ヤ、12・・・・・・駆動モーター13・・・・・・ス
クリューコンベア、14・・・・・・セグメント組立装
置、15・・・・・・セグメント、
16・・・・・・セグメント押出ジヤツキ、17.18
・・・・・・グリッパ−
1つ・・・・・・グリッパ−ケース、
20・・・・・・油圧シリンダー
第4図The drawings show an embodiment of the present invention, and FIG. 1 is a sectional view schematically showing the entire device, FIG. 2 is a sectional view taken along line AA in FIG. 1, and FIG. 3 is a sectional view taken along line BB in FIG. Line sectional views and FIGS. 4(A) to 4(2) are sectional views of the excavation process. l...Shield tube, 2...Front body, 3.
... Rear body, 4 ... Propulsion jack, 5.
...Partition wall, 6...Chamber, 7...
...Bearing, 8...Cutter shaft, 9...
・Rotary cutter 10... Stirring spoke, lla
...Internal gear, 11b... Pinion gear, 12... Drive motor 13... Screw conveyor, 14... Segment assembly device, 15 ...Segment, 16...Segment extrusion jack, 17.18
...Gripper 1...Gripper case, 20...Hydraulic cylinder Fig. 4
Claims (1)
ターを備えるとともに、後端部にセグメント組立装置を
備えてなるシールド掘進機において、前記シールド筒を
一方側に対して他方側が軸心方向に伸縮自在な前胴と後
胴とをもって構成し、前記前胴に前記隔壁及び回転カッ
ターを設け、後胴に前記セグメント組立装置を設け、前
記両胴に、外周面に突出して地山内に貫入自在なグリッ
パーを備えるとともに、該両胴間を伸縮させる推進用ジ
ャッキを備えたことを特徴としてなるシールド掘進機。In a shield excavator comprising a rotary cutter for excavating earth at the front end of a cylindrical shield tube and a segment assembly device at the rear end, the shield tube is placed on one side and the other side is axially oriented. comprising a telescopic front body and a rear body, the front body is provided with the partition wall and the rotary cutter, the rear body is provided with the segment assembly device, and both bodies protrude from the outer peripheral surface and penetrate into the ground. A shield excavator characterized by being equipped with a flexible gripper and a propulsion jack that expands and contracts between the two bodies.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP34180889A JPH03202590A (en) | 1989-12-29 | 1989-12-29 | Shield excavator |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP34180889A JPH03202590A (en) | 1989-12-29 | 1989-12-29 | Shield excavator |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH03202590A true JPH03202590A (en) | 1991-09-04 |
Family
ID=18348921
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP34180889A Pending JPH03202590A (en) | 1989-12-29 | 1989-12-29 | Shield excavator |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH03202590A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102562082A (en) * | 2012-03-14 | 2012-07-11 | 中交天和机械设备制造有限公司 | Shield machine with rolling stopper |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6232319A (en) * | 1985-08-05 | 1987-02-12 | Hitachi Ltd | Detector for liquid level |
-
1989
- 1989-12-29 JP JP34180889A patent/JPH03202590A/en active Pending
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6232319A (en) * | 1985-08-05 | 1987-02-12 | Hitachi Ltd | Detector for liquid level |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102562082A (en) * | 2012-03-14 | 2012-07-11 | 中交天和机械设备制造有限公司 | Shield machine with rolling stopper |
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