JPH0658080A - Shield excavation machine - Google Patents

Shield excavation machine

Info

Publication number
JPH0658080A
JPH0658080A JP21427592A JP21427592A JPH0658080A JP H0658080 A JPH0658080 A JP H0658080A JP 21427592 A JP21427592 A JP 21427592A JP 21427592 A JP21427592 A JP 21427592A JP H0658080 A JPH0658080 A JP H0658080A
Authority
JP
Japan
Prior art keywords
segment
reactive force
excavating
jack
drum
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
Application number
JP21427592A
Other languages
Japanese (ja)
Inventor
Naoaki Fujimoto
直昭 藤本
Tadahiko Akiba
忠彦 秋場
Katsuhiko Kawakami
勝彦 川上
Mitsuo Makita
充男 蒔田
Kazuhiro Higaki
和弘 檜垣
Koji Yoshino
広司 吉野
Teruyuki Wake
輝幸 和気
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Fujita Corp
Original Assignee
Fujita Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Fujita Corp filed Critical Fujita Corp
Priority to JP21427592A priority Critical patent/JPH0658080A/en
Publication of JPH0658080A publication Critical patent/JPH0658080A/en
Pending legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

PURPOSE:To enhance the efficiency of excavation by supporting the reactive force to a shield excavating machine during segment assembly by a back reactive force supporting drum coupled with the rear of propelling machine, and propelling the excavating machine simultaneously by a back propelling mechanism mounted on the drum. CONSTITUTION:The reactive force is received to an existing segment 4 by an excavating jack 11 to perform normal excavating forward. Then the reactive force is transferred to a back reactive force supporting drum 2 coupled with a shield machine 1 through a center shaft 10, and the jack 11 is pulled off fully, and a segment 4' is assembled as indicated by the dotted line. Meantime part of the excavation amount is excavated forward by a back reactive force jack 7 and the center shaft 10, wherein the excavating reactive force is supported through the drum 2. After the assembly of the front segment 4' is finished, propelling is conducted while the reactive force is again received to the new segment by the jack 11. Meantime the drum 2 is advanced as preparation for the next run of excavating. Thereby excavating forward can be conducted in parallel with segment assembly, and also the speed of executing the works can greatly be increased.

Description

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

【0001】[0001]

【産業上の利用分野】本発明はシールド掘進機に係るも
のである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a shield machine.

【0002】[0002]

【従来の技術】従来のシールド掘進機においては、
(イ)シールドジャッキによって推進機後方に組付けら
れたセグメントに反力をとって地山を掘削、推進し、
(ロ)1リング長の掘進が終了したのち、各推進ジャッ
キはセグメントを押圧したままの状態で停止する。
2. Description of the Related Art In a conventional shield machine,
(B) The shield jack takes a reaction force to the segment assembled to the rear of the propulsion machine to excavate and propel the natural ground,
(B) After the completion of the excavation for one ring length, each propulsion jack stops while pressing the segment.

【0003】(ハ)セグメントを1ピース宛、組立位置
まで持って行き、その位置のジャッキのみを抜き、かく
して確保されたセグメント組付用空間にエレクター等を
介して組立てる。 (ニ)以上の作業を反復して全てのピースを地山に組立
て、(ホ)次の掘進作業に移る。
(C) Bring the segment to one piece, to the assembly position, pull out only the jack at that position, and assemble it in the space for segment assembly thus secured via an erector or the like. (D) Repeat the above work to assemble all the pieces into the ground, and (e) Move to the next excavation work.

【0004】従って(ロ)から(ニ)まではシールド掘
進機による掘進を停止している。
Therefore, from (b) to (d), the excavation by the shield machine is stopped.

【0005】[0005]

【発明が解決しようとする課題】前記従来のシールド掘
進機による施工においては、「掘進」と「セグメント組
立て」との交互作業となるので、セグメントの組立作業
が遅くなる。またセグメント組立中においても、シール
ド掘進機の後退反力を推進ジャッキにより、既設のセグ
メントの切羽側端面より得ているので、ジャッキの盛り
替え作業が多くなり、セグメント組立速度が遅くなると
いう問題点がある。
In the construction using the conventional shield machine, the "digging" and the "segment assembly" are alternately performed, so that the segment assembling work is delayed. Even during segment assembly, the backward reaction force of the shield machine is obtained from the end face of the face of the existing segment by the propulsion jack, so the reassembling work of the jack increases and the segment assembly speed slows down. There is.

【0006】本発明は前記従来技術の有する問題点に鑑
みて提案されたもので、その目的とする処はセグメント
組立作業における施工速度が促進されるシールド掘進機
を提供する点にある。
The present invention has been proposed in view of the above problems of the prior art, and an object thereof is to provide a shield machine in which the construction speed in segment assembly work is accelerated.

【0007】[0007]

【課題を解決するための手段】前記の目的を達成するた
め、本発明に係るシールド掘進機は、掘進ジャッキを具
えたシールドマシンの後方に反力支持ドラムを配設し、
同反力支持ドラムと前記シールドマシンとをセンターシ
ャフトで連結し、前記後方反力支持ドラムに後方推進機
構を装架して構成されている。
In order to achieve the above object, a shield machine according to the present invention has a reaction force supporting drum disposed behind a shield machine equipped with a jack.
The reaction force support drum and the shield machine are connected by a center shaft, and a rear propulsion mechanism is mounted on the rear reaction force support drum.

【0008】[0008]

【作用】本発明は前記したように構成されているので、
シールドマシンによって既設のセグメントに反力をとっ
て掘進し、セグメントを組立てる際、セグメント組立中
のシールド掘進機の推進反力をセンターシャフトを介し
て連結された後方反力支持ドラムによって支持する一
方、同後方反力支持ドラムに装架された後方推進機構に
よってセグメント組立中のシールド推進機の推進を行
う。
Since the present invention is constructed as described above,
While excavating the existing segment with a reaction force by the shield machine and assembling the segment, while supporting the propulsion reaction force of the shield machine during segment assembly by the rear reaction force support drum connected through the center shaft, The rear propulsion mechanism mounted on the rear reaction force support drum propels the shield propulsion machine during segment assembly.

【0009】[0009]

【実施例】以下本発明を図示の実施例について説明す
る。1はシールドマシン、2は同シールドマシン1の後
方に配設されたグリップドラムより構成された後方反力
支持ドラムで、同反力支持ドラム2より突設された反力
伝達機構を構成する爪状突起3が既設のセグメント4の
反力ボックス5に係止している。
The present invention will be described below with reference to the illustrated embodiments. Reference numeral 1 is a shield machine, and 2 is a rear reaction force support drum composed of a grip drum disposed behind the shield machine 1, and a claw forming a reaction force transmission mechanism protruding from the reaction force support drum 2. The projection 3 is locked to the reaction force box 5 of the existing segment 4.

【0010】前記後方反力支持ドラム2の内側に支圧盤
6が突設され、シールドマシン1によるセグメント組立
時における後方推進機構を構成する後方反力用ジャッキ
7が装架され、同各ジャッキ7の連結体8とシールドマ
シン1のバルクヘッド9との間がセンターシャフト10
で連結されている。図中11は方向制御の用を兼ねる掘
進ジャッキを示す。
A pressure support plate 6 is provided so as to project inside the rear reaction force supporting drum 2, and a rear reaction force jack 7 which constitutes a rear propulsion mechanism at the time of segment assembly by the shield machine 1 is mounted. The center shaft 10 is located between the connecting body 8 of the above and the bulkhead 9 of the shield machine 1.
Are connected by. Reference numeral 11 in the drawing denotes a digging jack which also serves as a direction control.

【0011】図示の実施例は前記したように構成されて
いるので、図2(イ)に示す如くシールドマシン1の掘
進ジャッキ11によって既設のセグメント4の端面に反
力をとって通常の掘進を行ない、反力を後方反力支持ド
ラム2に移し、推進ジャッキ11を全て抜いて点線に示
す如くセグメント4′の組立を行なう。(図2(ロ)参
照) この間に後方反力用ジャッキ7、センターシャフト10
によって掘進量の一部を掘進する。この際後方反力支持
ドラム2を介して掘進反力を支持する。(図2(ハ)参
照) かくして前方のセグメント4の組立て終了後、再び掘進
ジャッキ11により新設セグメント端面に反力を支持せ
しめ、残りの掘進を行なう。
Since the illustrated embodiment is constructed as described above, as shown in FIG. 2 (a), the excavation jack 11 of the shield machine 1 applies a reaction force to the end face of the existing segment 4 for normal excavation. Then, the reaction force is transferred to the rear reaction force support drum 2, all the propulsion jacks 11 are removed, and the segment 4'is assembled as shown by the dotted line. (See FIG. 2B) During this period, the rear reaction force jack 7 and the center shaft 10
To dig a part of the digging amount. At this time, the digging reaction force is supported via the rear reaction force support drum 2. (See FIG. 2C.) Thus, after the assembly of the front segment 4 is completed, the reaction force is again supported on the end surface of the new segment by the excavation jack 11, and the remaining excavation is performed.

【0012】この間に後方反力支持ドラム2を前進させ
て次の掘進に備える。(図2(ハ)参照) 次いで再び図2(ロ)の状態に戻る。以上の工程を反覆
して掘進作業を続けるものであり、方向制御は原則とし
て前方の掘進ジャッキ11によって行ない、後方反力用
ジャッキ7での掘進は原則として直線施工とする。
During this time, the rear reaction force supporting drum 2 is advanced to prepare for the next excavation. (See FIG. 2C) Then, the state returns to the state of FIG. The above process is repeated and the excavation work is continued. In principle, the direction control is performed by the front excavation jack 11, and the rear reaction force jack 7 is basically excavated in a straight line.

【0013】[0013]

【発明の効果】本発明に係るシールド掘進機によればこ
のように、掘進ジャッキを具えたシールドマシンの後方
に、後方反力支持ドラムを配設し、同後方反力支持ドラ
ムとシールドマシンとをセンターシャフトで連結して、
後方反力支持ドラムはシールドマシンによるセグメント
組立中の掘進反力を支持し、前記後方反力支持ドラムに
装架された後方推進機構はセグメント組立中のシールド
マシンの掘進を行なうように構成されているので、セグ
メント組立時に全ての掘進ジャッキを抜くことができ、
セグメント組立中も掘進を併行して行なうことができる
ので施工速度が大幅に増進される。
As described above, according to the shield machine according to the present invention, the rear reaction force supporting drum is disposed behind the shield machine having the excavation jack, and the rear reaction force supporting drum and the shield machine are provided. Connect with the center shaft,
The rear reaction force support drum supports the excavation reaction force during segment assembly by the shield machine, and the rear propulsion mechanism mounted on the rear reaction force support drum is configured to excavate the shield machine during segment assembly. As a result, you can pull out all the jacks when assembling the segment.
Since excavation can be performed in parallel during segment assembly, the construction speed is greatly increased.

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

【図1】本発明に係るシールド掘進機の一実施例の稼動
状態を示す断面図である。
FIG. 1 is a sectional view showing an operating state of an embodiment of a shield machine according to the present invention.

【図2】(イ)(ロ)(ハ)は前記推進機によるシール
ド掘削工程を示す断面図である。
2A, 2B, and 2C are cross-sectional views showing a shield excavation process using the propulsion unit.

【符号の説明】[Explanation of symbols]

1 シールドマシン 2 後方反力支持ドラム 3 爪状突起 4 セグメント 4′ セグメント 5 反力ボックス 6 支圧盤 7 後方反力用ジャッキ 8 連結体 9 バルクヘッド 10 センターシャフト 11 掘進ジャッキ 1 Shield Machine 2 Rear Reaction Force Support Drum 3 Claw-shaped 4 Segment 4'Segment 5 Reaction Box 6 Support Plate 7 Rear Reaction Force Jack 8 Coupling 9 Bulkhead 10 Center Shaft 11 Excavation Jack

───────────────────────────────────────────────────── フロントページの続き (72)発明者 蒔田 充男 東京都渋谷区千駄ヶ谷四丁目6番15号 株 式会社フジタ内 (72)発明者 檜垣 和弘 東京都渋谷区千駄ヶ谷四丁目6番15号 株 式会社フジタ内、 (72)発明者 吉野 広司 東京都渋谷区千駄ヶ谷四丁目6番15号 株 式会社フジタ内 (72)発明者 和気 輝幸 東京都渋谷区千駄ヶ谷四丁目6番15号 株 式会社フジタ内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Mitsuo Makita 4-6-15 Sendagaya, Shibuya-ku, Tokyo Fujita Co., Ltd. (72) Inventor Kazuhiro Higaki 4-6-15 Sendagaya, Shibuya-ku, Tokyo Company Fujita, (72) Inventor Koji Yoshino 4-6-15 Sendagaya, Shibuya-ku, Tokyo Stock Company Fujita (72) Inventor Teruyuki Wake 4-6-1 Sendagaya, Shibuya-ku, Tokyo Fujita Co., Ltd. Within

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 掘進ジャッキを具えたシールドマシンの
後方に反力支持ドラムを配設し、同反力支持ドラムと前
記シールドマシンとをセンターシャフトで連結し、前記
後方反力支持ドラムに後方推進機構を装架してなること
を特徴とするシールド掘進機。
1. A reaction force support drum is disposed behind a shield machine equipped with an excavation jack, the reaction force support drum and the shield machine are connected by a center shaft, and the rear reaction force support drum is rearwardly propelled. A shield machine that is equipped with a mechanism.
JP21427592A 1992-08-11 1992-08-11 Shield excavation machine Pending JPH0658080A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21427592A JPH0658080A (en) 1992-08-11 1992-08-11 Shield excavation machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21427592A JPH0658080A (en) 1992-08-11 1992-08-11 Shield excavation machine

Publications (1)

Publication Number Publication Date
JPH0658080A true JPH0658080A (en) 1994-03-01

Family

ID=16653040

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21427592A Pending JPH0658080A (en) 1992-08-11 1992-08-11 Shield excavation machine

Country Status (1)

Country Link
JP (1) JPH0658080A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008088705A (en) * 2006-10-02 2008-04-17 Tekken Constr Co Ltd Shield method and shield machine
DE10066373B4 (en) * 1999-01-22 2011-06-30 DENSO CORPORATION, Aichi-pref. Air-fuel ratio control system for internal combustion engines
CN110419906A (en) * 2019-08-07 2019-11-08 杭州浅影文化创意有限公司 A kind of foldable showcase

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10066373B4 (en) * 1999-01-22 2011-06-30 DENSO CORPORATION, Aichi-pref. Air-fuel ratio control system for internal combustion engines
JP2008088705A (en) * 2006-10-02 2008-04-17 Tekken Constr Co Ltd Shield method and shield machine
CN110419906A (en) * 2019-08-07 2019-11-08 杭州浅影文化创意有限公司 A kind of foldable showcase
CN110419906B (en) * 2019-08-07 2022-09-09 杭州浅影文化创意有限公司 Foldable showcase

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