JPS62264293A - Expansion shielding excavator - Google Patents
Expansion shielding excavatorInfo
- Publication number
- JPS62264293A JPS62264293A JP10491486A JP10491486A JPS62264293A JP S62264293 A JPS62264293 A JP S62264293A JP 10491486 A JP10491486 A JP 10491486A JP 10491486 A JP10491486 A JP 10491486A JP S62264293 A JPS62264293 A JP S62264293A
- Authority
- JP
- Japan
- Prior art keywords
- cutter
- shield
- bearing
- excavator
- segment
- 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.)
- Withdrawn
Links
- 238000009412 basement excavation Methods 0.000 description 6
- 239000004576 sand Substances 0.000 description 5
- 238000010276 construction Methods 0.000 description 3
- 238000005192 partition Methods 0.000 description 3
- 239000003673 groundwater Substances 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 230000005641 tunneling Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は一次シールド掘進を行ったのち、同−次シール
ドトンネルの途中の一次を拡大掘削する拡大シールド掘
進機に係るものである。DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention relates to an expanding shield excavation machine that excavates a primary shield tunnel and then enlarges the primary part of the same shield tunnel.
(従来の技術)
第2図は従来のこの種の拡大シールド0掘進機を示し、
シールド1本体(a)内に一次セグメン)(A)を掘削
するカッタ(blの軸受(cl及びカッタ駆動モータ(
d)が配設されている。(Prior art) Fig. 2 shows a conventional enlarged shield 0 excavator of this type,
A cutter (bl bearing (cl) and a cutter drive motor (
d) is provided.
図中(61はカッタドラムで、前記軸受(Q)における
外径回転部に結合され、回部外周に設けられた歯車部に
、前記モータ(d)の駆動軸に固着された小歯車(fl
が噛合し、前記モータ((1)によってカッタ(b)が
駆動回転されるようになっている。In the figure (61 is a cutter drum), which is connected to the outer rotation part of the bearing (Q), and a small gear (fl) fixed to the drive shaft of the motor (d) is attached to a gear part provided on the outer circumference of the rotation part
are engaged with each other, and the cutter (b) is driven and rotated by the motor (1).
図中(g)(h)は土砂シール、(1)はベアリングハ
ウジング、(jにjつは土砂シール、(k)はセグメン
トガイ゛ド、(1)はカッタビット、(向はシールドジ
ヤツキ、(n)はテールノツキン、■は二次セグメント
である。In the figure, (g) and (h) are the earth and sand seals, (1) is the bearing housing, (j is the earth and sand seal, (k) is the segment guide, (1) is the cutter bit, and (the direction is the shield jack) , (n) is a tail notskin, and ■ is a secondary segment.
而して前記カッタ(b)によって既設の一次セダメン)
(A)を掘削するとともに、シールド本体(a)の掘進
に伴なってその後部に形成された二次セグメント(B)
に反力をとってシールドジヤツキ(m)を伸長し、拡大
部を掘進するものである。Then, the cutter (b) is used to cut the existing primary sedamen)
(A), and a secondary segment (B) formed at the rear of the shield body (a) as the shield body (a) is excavated.
The shield jack (m) is extended by taking the reaction force and excavates the enlarged part.
(発明が解決しようとする問題点)
このように拡大シールド掘進機によって拡大部を掘進す
るのに肖って、その機体を組立てるための発進基地を作
る必要があり、同基地のスイースが小さい程、有利であ
る。即ち機体の長さが短かい程有利である。(Problem to be Solved by the Invention) In order to excavate an expanded area using an expanding shield excavator, it is necessary to create a launch base for assembling the machine, and the smaller the sweep of the base, the smaller the , is advantageous. That is, the shorter the length of the fuselage, the more advantageous it is.
しかしながら前記従来の密閉式拡大シールド機において
は、大きなカッタ軸受装置及びカッタ駆動装置がシール
ド本体内に配設されているため、機長を短かくすること
が困難である。However, in the conventional closed-type expanding shield machine, a large cutter bearing device and a cutter drive device are disposed within the shield body, making it difficult to shorten the machine length.
(問題点を解決するための手段)
本発明はこのような問題点を解決しようとするものであ
って、−次セグメントを切削する拡大シールド掘進機に
おいて、シールド本体の隔壁部より間部前面に対設され
たカッタを越え、シールド掘進機の進行方向に指向して
一次セグメント内に延びる延長部を突設し、同延長部に
カッタ軸受及びカッタ駆動装置を設けてなることを特徴
とし、その目的とする処は、機長が短縮された拡大シー
/I/ド機を提供する点にある。(Means for Solving the Problems) The present invention is intended to solve the above problems, and has the following features: - In an expanding shield excavator for cutting the next segment, a part of the shield main body is cut from the bulkhead part to the front part of the shield body. It is characterized by an extension extending beyond the opposed cutters and extending into the primary segment in the direction of movement of the shield excavator, and a cutter bearing and a cutter drive device being provided in the extension. The purpose is to provide an enlarged seed/I/do aircraft with a shortened pilot length.
(作 用)
本発明に係る拡大シールド機は前記したように、カッタ
より前方に突出し、−次セグメント内に延びるシールド
本体における隔壁部の延長部にカッタ軸受及びカッタ駆
動装置を設けることによって機長を短縮し、前記延長部
に装架されたカッタ駆動装置を作動して、゛同延長部に
配設されたカッタ軸受を介してカッタを駆動回転し、同
カッタによって既設の一次セグメントを切削しながら拡
大された二次シールド掘進を行うものである。(Function) As described above, the expanding shield machine according to the present invention provides a cutter bearing and a cutter drive device in the extension of the bulkhead portion of the shield body that protrudes forward from the cutter and extends into the next segment. The cutter driving device mounted on the extension is actuated to drive and rotate the cutter via a cutter bearing disposed on the extension, while cutting the existing primary segment with the cutter. This is an expanded secondary shield excavation.
(実施例) 以下本発明を図示の実施例について説明する。(Example) The present invention will be described below with reference to the illustrated embodiments.
第1図において(1)は拡大シールド掘進機のシールド
本体、(2)はシールドジヤツキ、(3)はテールグツ
キン、(4)はシールド本体前部に設けられた隔壁部、
(5)は回部(4)前面に配設されたカッタ、(6)は
カッタビットである。In Fig. 1, (1) is the shield body of the expansion shield excavator, (2) is the shield jack, (3) is the tail gutskin, (4) is the bulkhead provided at the front of the shield body,
(5) is a cutter disposed on the front surface of the turning section (4), and (6) is a cutter bit.
前記隔壁部(4)にはカッタ(5)を越え、シールド掘
進機の進行方向に指向して既設の一次セグメント(Al
内に延びる筒状のペアリングツ・クジング(7)がボル
ト等で固着され、同ペアリングツ1ウジング(7)の先
端外周にはカッタ軸受(8)が装架され、同軸受(8)
の内径固定側はベアリングハウジング(力にボルト等で
固定され、外径回転側はカッタ(5)より前方に前記イ
アリングハウジング(7)と同心状に延設されたカッタ
ドラム(9)にボルト等で固定される。The bulkhead part (4) has an existing primary segment (Al
A cylindrical pairing tooth housing (7) extending inward is fixed with bolts, etc., and a cutter bearing (8) is mounted on the outer periphery of the tip of the pairing tooth housing (7).
The inner diameter fixed side is fixed to the bearing housing (forced by bolts, etc.), and the outer diameter rotating side is attached to the cutter drum (9) which extends concentrically with the earring housing (7) in front of the cutter (5). is fixed.
更に前記カッタ軸受(8)における外径回転側の外周に
設けられた歯車部が、前記ベアリングハウジング(7)
の先端面に装着されたカッタ駆動モータαOの駆動軸に
固着された小歯車αDに噛合し、同モータαυを作動す
ることによってカッタ(5)が駆動、回転される。Further, a gear portion provided on the outer periphery of the outer diameter rotation side of the cutter bearing (8) is connected to the bearing housing (7).
The cutter (5) is driven and rotated by meshing with a small gear αD fixed to the drive shaft of a cutter drive motor αO mounted on the distal end surface of the cutter (5) and operating the motor αυ.
図中azはシールド機の掘進に伴って一次セダメン)(
A)内周面を摺動しながら地下水や土砂をシールするセ
グメントシール、(13(14)は回転摺動面に配設さ
れた地下水や土砂の侵入を防止する土砂シールである。In the figure, az is the primary sedamen caused by the excavation of the shield machine) (
A) Segment seal that seals groundwater and earth and sand while sliding on the inner peripheral surface (13 and 14 are earth and sand seals that are placed on the rotating sliding surface and prevent the intrusion of groundwater and earth and sand.
なお排土装置は図示を省略されている。Note that the earth removal device is not shown in the figure.
図示のシールド掘進機による掘進作業に先行して同掘進
機を発進基地で組立てる際、カッタ(5)の前面側、即
ちシールド9掘進機の進行方向の一次セグメン)(Al
の内径側にカッタ駆動モータ(1ω及びカッタ軸受(8
)が隔壁部(4)より前方に突設されたベアリングハウ
ジング(7)に配設されているので、前記カッタ駆動モ
ータ及びカッタ軸受をシールド本体内に配設した場合に
比してシールド本体の機長が短か(なり、発進基地のス
ペースを小さくすることができる。When assembling the shield excavator at the starting base prior to excavation work using the illustrated shield excavator, the front side of the cutter (5), that is, the primary segment in the direction of movement of the shield 9 excavator) (Al
A cutter drive motor (1ω) and a cutter bearing (8
) is disposed in the bearing housing (7) that protrudes forward from the partition wall (4), so that the shield body has a smaller diameter compared to the case where the cutter drive motor and cutter bearing are disposed inside the shield body. If the length of the aircraft is short, the space at the launch base can be reduced.
而して図示のシールド掘進機により拡大シールド工法を
実施する際、カッタ駆動モータσGによってカッタ(5
)を駆動回転し、同カッタ(5)によって−次セグメン
ト(Nを掘削するとともに、シールド機の掘進に伴って
その後部に形成された二次セダメン)(B)に反力をと
ってシールドジヤツキ(2)を伸長することによって、
拡大された二次シールド掘進を行うものである。Therefore, when carrying out the expanded shield construction method using the shield excavator shown in the figure, the cutter (5
) is driven and rotated by the same cutter (5), and the shield gear is excavated by the same cutter (5), and the shield gear By extending Tsuki (2),
This is an expanded secondary shield excavation.
以上本発明を実施例について説明したが、本発明は勿論
このような実施例にだけ局限されるものではなく、本発
明の精神を逸脱しない範囲内で種種の設計の改変を施し
うるものであって、例えばカッタ軸受(8)の内径側の
外周面に歯車部を設げ、カッタ駆動モータa■をカッタ
軸受(8)より内径側に配設してもよい。Although the present invention has been described above with reference to embodiments, the present invention is of course not limited to such embodiments, and may be modified in various designs without departing from the spirit of the present invention. For example, a gear portion may be provided on the outer peripheral surface of the cutter bearing (8) on the inner diameter side, and the cutter drive motor a may be disposed on the inner diameter side of the cutter bearing (8).
(発明の効果)
本発明に係る拡大シールド掘進機においては前記したよ
うに、カッタ軸受及びカッタ駆動装置をシールド本体内
に装着することなく、シールド本体の隔壁部より同部前
面に対設されたカッタを越えてシールド掘進機の進行方
向に延びる延長部を突設し、同延長部に設けることによ
って、拡大シールド掘進機の発進基地のスペースが小さ
くなり、同発進基地の施工のための工期が短縮され、工
費が節減される。(Effects of the Invention) As described above, in the expanding shield excavator according to the present invention, the cutter bearing and the cutter drive device are not installed in the shield main body, but are installed oppositely from the partition wall of the shield main body to the front face of the shield main body. By providing a protruding extension that extends beyond the cutter in the direction of movement of the shield excavator, and providing it on the extension, the space for the launch base of the expanded shield excavator is reduced, and the construction period for constructing the launch base is reduced. The time is shortened and construction costs are reduced.
また本発明によればシールド本体内にカッタ軸受及びカ
ッタ駆動部がないので、シールド本体内の有効空間が拡
大され、セグメント組立作業や掘削後の測量等の各種の
作業に有利になる。Further, according to the present invention, since there is no cutter bearing and cutter drive section within the shield body, the effective space within the shield body is expanded, which is advantageous for various operations such as segment assembly work and surveying after excavation.
第1図は本発明に係る拡大シールド掘進機の一実施例を
示す縦断面図、第2図は従来の拡大シールド掘進機の縦
断面図である。
(11・・・シールド9本体、(4)・・・隔壁部、(
5)・・・カッタ、(7)・・・ベアリングハウジング
、(8)・・・カッタ軸受、αα・・・カッタ駆動モー
タ、(A)・・・−次セグメント、03)・・・二次セ
グメント。
第2図FIG. 1 is a vertical cross-sectional view showing an embodiment of an expanding shield tunneling machine according to the present invention, and FIG. 2 is a vertical cross-sectional view of a conventional expanding shield tunneling machine. (11...Shield 9 main body, (4)...Partition wall part, (
5) Cutter, (7) Bearing housing, (8) Cutter bearing, αα Cutter drive motor, (A) Next segment, 03) Secondary segment. Figure 2
Claims (1)
、シールド本体の隔壁部より同部前面に対設されたカッ
タを越え、シールド掘進機の進行方向に指向して一次セ
グメント内に延びる延長部を突設し、同延長部にカッタ
軸受及びカッタ駆動装置を設けてなることを特徴とする
拡大シールド掘進機。In an expansion shield excavator that cuts a primary segment, an extension part is provided that protrudes from the bulkhead part of the shield main body, beyond the cutter installed opposite to the front face of the shield body, and extends into the primary segment in the direction in which the shield excavator moves. , an enlarged shield excavator characterized in that a cutter bearing and a cutter drive device are provided in the extension part.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10491486A JPS62264293A (en) | 1986-05-09 | 1986-05-09 | Expansion shielding excavator |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10491486A JPS62264293A (en) | 1986-05-09 | 1986-05-09 | Expansion shielding excavator |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS62264293A true JPS62264293A (en) | 1987-11-17 |
Family
ID=14393372
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP10491486A Withdrawn JPS62264293A (en) | 1986-05-09 | 1986-05-09 | Expansion shielding excavator |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS62264293A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH02256794A (en) * | 1988-12-17 | 1990-10-17 | Hazama Gumi Ltd | Changing of existing culvert and excavator used therefor |
JPH02274995A (en) * | 1989-04-17 | 1990-11-09 | Mitsubishi Heavy Ind Ltd | Method and device for excavating hollow body |
-
1986
- 1986-05-09 JP JP10491486A patent/JPS62264293A/en not_active Withdrawn
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH02256794A (en) * | 1988-12-17 | 1990-10-17 | Hazama Gumi Ltd | Changing of existing culvert and excavator used therefor |
JPH02274995A (en) * | 1989-04-17 | 1990-11-09 | Mitsubishi Heavy Ind Ltd | Method and device for excavating hollow body |
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---|---|---|---|
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Free format text: JAPANESE INTERMEDIATE CODE: R250 |
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