JPH0776995A - Connecting structure for segment for shield construction method - Google Patents

Connecting structure for segment for shield construction method

Info

Publication number
JPH0776995A
JPH0776995A JP5221646A JP22164693A JPH0776995A JP H0776995 A JPH0776995 A JP H0776995A JP 5221646 A JP5221646 A JP 5221646A JP 22164693 A JP22164693 A JP 22164693A JP H0776995 A JPH0776995 A JP H0776995A
Authority
JP
Japan
Prior art keywords
segment
mortise
pin
piece
joining
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.)
Granted
Application number
JP5221646A
Other languages
Japanese (ja)
Other versions
JP2813531B2 (en
Inventor
Yoshimitsu Kumao
義光 熊尾
Yukitake Shioi
幸武 塩井
Makoto Kanai
誠 金井
Ichiro Ishii
一郎 石井
Masao Komukai
征夫 小向
Toshio Shimoda
敏雄 下田
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.)
TOUKIYOUWAN OUDAN DORO KK
Mitsui Construction Co Ltd
Obayashi Corp
Izumi Cosmo Co Ltd
Mitsubishi Heavy Industries Ltd
Daiho Construction Co Ltd
Original Assignee
TOUKIYOUWAN OUDAN DORO KK
Mitsui Construction Co Ltd
Obayashi Corp
Izumi Cosmo Co Ltd
Mitsubishi Heavy Industries Ltd
Daiho Construction Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by TOUKIYOUWAN OUDAN DORO KK, Mitsui Construction Co Ltd, Obayashi Corp, Izumi Cosmo Co Ltd, Mitsubishi Heavy Industries Ltd, Daiho Construction Co Ltd filed Critical TOUKIYOUWAN OUDAN DORO KK
Priority to JP5221646A priority Critical patent/JP2813531B2/en
Publication of JPH0776995A publication Critical patent/JPH0776995A/en
Application granted granted Critical
Publication of JP2813531B2 publication Critical patent/JP2813531B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Lining And Supports For Tunnels (AREA)

Abstract

PURPOSE:To facilitate the positioning at assembling by providing a tapered elliptic mortise on the connecting surface of a segment piece, and inserting an asymmetric pin to the mortise to give a slight margin for movement to the segment piece. CONSTITUTION:An asymmetric pin 9 consisting of one half part 9a to be closely fitted to a tapered elliptic mortise and the other half part 9b formed slightly smaller than the mortise is inserted to the elliptic mortise provided on a segment piece connecting surface 2. At this insertion, the one half part 9a of the asymmetric pin 9 is closely fitted to the mortise of one segment piece 1, and the other pin 9b is engaged with the mortise of the other segment. In this case, even when the segment pieces are slightly displaced to each other, the pin 9 can be engaged with the mortise, and when the segment pieces 1 are pressure- connected to each other, the tapered surface 9b of the pin 9 acts as the guide, and corrects the slippage. Thereafter, the segment pieces 1 are mutually connected by a bolt and a nut. Thus, the assembling time can be shortened.

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、シールド工法用セグメ
ントの接合構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint structure for a shield construction segment.

【0002】[0002]

【従来の技術】シールド工法では、掘削機後方の掘削さ
れた円形断面のトンネル内周に、鋼やコンクリート製等
のセグメント(セグメントピース)を順次組み立ててト
ンネル施工を行なっている。
2. Description of the Related Art In the shield construction method, tunnels are constructed by sequentially assembling segments (segment pieces) made of steel, concrete or the like on the inner circumference of a tunnel having a circular cross section that is excavated at the rear of an excavator.

【0003】そして、上記セグメント組立の際の各セグ
メントピースの接合にあたっては、従来、図7〜図9に
示すように、セグメントピース1のピース相互の接合面
となるピース接合面2に埴設された複数の対称ピン11
を、このセグメントピース1と隣接するセグメントピー
ス1のピース接合面2に形成したほぞ穴12に嵌合する
ことで行なっていた。
For joining the segment pieces during the above-mentioned segment assembly, conventionally, as shown in FIGS. 7 to 9, the segment pieces 1 are mounted on the piece joining surface 2 which is the joining surface between the pieces. Multiple symmetrical pins 11
Was performed by fitting the mortise 12 formed in the piece joining surface 2 of the segment piece 1 adjacent to the segment piece 1.

【0004】また、セグメントピース1のセグメント
(リング)相互の接合面となるリング接合面3間の接合
においても同様の方法で行なっていた。尚、図7中8は
止水用のシールである。
Further, the same method is used to join the ring joint surfaces 3 which are joint surfaces of the segments (rings) of the segment piece 1. In addition, 8 in FIG. 7 is a seal for water stoppage.

【0005】[0005]

【発明が解決しようとする課題】ところで、上述した接
合構造では、対称ピン11を用いることから接合の際に
接合面のいかなる方向にもズレることのできないものと
なっている。また、セグメントピース1にはその周囲に
止水用のシール8が貼り付けられており、ピース接合面
2及びリング接合面3から数ミリメートル突出してい
る。
By the way, in the above-mentioned joining structure, since the symmetrical pin 11 is used, the joining surface cannot be displaced in any direction during joining. Further, a seal 8 for stopping water is attached to the periphery of the segment piece 1 and projects several millimeters from the piece joint surface 2 and the ring joint surface 3.

【0006】従って、上記対称ピン11を使用して接合
する場合、ピン接合面(例えばピース接合面2)と隣会
う面(例えばリング接合面3)のシール8を外力により
押し潰しつつ対称ピン11をほぞ穴12に挿入する必要
がある。
Therefore, when the symmetric pin 11 is used for joining, the symmetric pin 11 is crushed by an external force while crushing the seal 8 on the face (for example, the ring joint face 3) adjacent to the pin joint face (for example, the piece joint face 2) by an external force. Need to be inserted into the mortise 12.

【0007】そのため、シール8が傷み易いと共に、ピ
ン挿入に過大な外力が必要となるという問題点があっ
た。また、隣会う面のシール8を押し潰さずに対称ピン
11を挿入すると、ピン軸とほぞ軸が食い違うため、対
称ピン11に無理な力が加わりピン破損を招来するとい
う不具合があった。
Therefore, there is a problem that the seal 8 is easily damaged and an excessive external force is required for inserting the pin. Further, if the symmetrical pin 11 is inserted without crushing the seal 8 on the adjoining surface, the pin axis and the tenon axis disagree with each other, so that an unreasonable force is applied to the symmetrical pin 11 and the pin is damaged.

【0008】本発明は、このような課題を解決するため
に提案されたもので、シールを傷めずに容易にピン挿入
が行なえると共に位置決め精度も向上するシールド工法
用セグメントの接合構造を提供することを目的とする。
The present invention has been proposed in order to solve such a problem, and provides a joint structure for a shield construction segment in which pins can be easily inserted without damaging the seal and the positioning accuracy is improved. The purpose is to

【0009】[0009]

【課題を解決するための手段】前記課題を解決するため
の、本発明によるシールド工法用セグメントの接合構造
は、複数個のピースに分割されてシールド工法に使用さ
れるセグメントの接合構造であって、相互に隣接するセ
グメントピースの接合面間を、接合面の一方に埴設され
て一方向には接合面のズレを防止し他方向にはズレを許
容し得る複数の非対称ピンと、接合面の他方に形成した
複数のほぞ穴との嵌合により接合して成ることを特徴と
する。
A joining structure of a segment for a shield construction method according to the present invention for solving the above-mentioned problems is a joining structure of a segment which is divided into a plurality of pieces and is used in a shield construction method. , A plurality of asymmetrical pins that are installed between one of the joining surfaces of the segment pieces that are adjacent to each other to prevent the joining surface from shifting in one direction and allow the shifting in the other direction, and It is characterized by being joined by fitting with a plurality of mortises formed on the other side.

【0010】[0010]

【作用】前記構成によれば、非対称ピンにより、セグメ
ントピース接合時小さい寸法のピン部が大きい寸法のピ
ン部と同形状のほぞ穴へ挿入されることになるため、ピ
ン部とほぞ穴の間に一方向に隙間が生じ、ピン部が移動
可能となる。
With the above construction, the asymmetric pin allows the pin portion having a smaller size to be inserted into the mortise hole having the same shape as the pin portion having a larger size when the segment pieces are joined. A gap is created in one direction, and the pin portion can move.

【0011】これにより、ある方向にはズレを防止する
と共に別の方向には多少の融通しろを持たせた接合構造
となり、セグメントピースの組立時の有効なガイドとな
り、自動組立時には時間短縮等の有用な接合構造とな
る。
As a result, a joint structure is formed in which deviation is prevented in one direction and some allowance is provided in another direction, which serves as an effective guide when assembling the segment pieces, and shortens the time during automatic assembly. It becomes a useful joint structure.

【0012】[0012]

【実施例】以下添付図面に基づいて、本発明の一実施例
を説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the accompanying drawings.

【0013】先ず、シールド工法において使用されるセ
グメントは、図4および図5に示すような複数のセグメ
ントピース1に分割され、これらセグメントピース1を
組み立てることにより一つのリング状のセグメントが構
成される。そして、このセグメント同士を接合すること
により一つのトンネルが構築される。
First, a segment used in the shield construction method is divided into a plurality of segment pieces 1 as shown in FIGS. 4 and 5, and one ring-shaped segment is formed by assembling these segment pieces 1. . Then, one tunnel is constructed by joining these segments.

【0014】前記ピース相互の接合面がピース接合面2
であり、セグメント相互の接合面がリング接合面3であ
る。このセグメントピース1には、ボルト・ナットにて
組み立てるための継手金具4とボルトボックス5が複数
設けられると共に、セグメント吊り金具6が中央部に取
り付けられてグラウトホール7を構成している。
The joining surface between the pieces is a piece joining surface 2
The joint surface between the segments is the ring joint surface 3. The segment piece 1 is provided with a plurality of joint fittings 4 and bolt boxes 5 for assembling with bolts and nuts, and a segment hanging fitting 6 is attached to the central portion to form a grout hole 7.

【0015】そして、本実施例では、図1及び図3にも
示すように、セグメントピース1のピース接合面2に端
面では楕円で奥に行くに従ってテーパ状に狭くなるほぞ
穴10が複数個形成され、このほぞ穴10に図2に示す
ような非対称ピン9が嵌合し得るようになっている。
Further, in this embodiment, as shown in FIGS. 1 and 3, a plurality of mortises 10 are formed on the piece joining surface 2 of the segment piece 1 so that the end surfaces are elliptical and tapered toward the back. The asymmetric pin 9 as shown in FIG. 2 can be fitted into the mortise 10.

【0016】前記非対称ピン9は、その一半部9aが前
記ほぞ穴10に密着嵌合する大きさで他半部9bが前記
ほぞ穴10より多少小さく形成され、他半部9bにおい
て楕円の長軸方向に若干の動きしろを有するようになっ
ている。
The asymmetric pin 9 has a size such that one half portion 9a is closely fitted to the mortise hole 10 and the other half portion 9b is formed to be slightly smaller than the mortise hole 10. The other half portion 9b has an elliptical long axis. It has some movement in the direction.

【0017】従って、ピース接合面2相互の接合にあっ
ては、非対称ピン9の一半部9aを片側のピース接合面
2のほぞ穴10のみに適当数接着剤等により取り付けて
おくことになる。尚、図1中8は止水用のシールであ
る。
Therefore, in joining the piece joining surfaces 2 to each other, one half 9a of the asymmetric pin 9 is attached only to the mortise 10 of the piece joining surface 2 on one side by an appropriate number of adhesives or the like. In addition, reference numeral 8 in FIG. 1 is a seal for stopping water.

【0018】次に、本実施例の接合順序を図6に基づい
て説明する。先ず、図6の(a)に示すように、組立後
のセグメントピース1のリング接合面3に対し組立前の
セグメントピース1のリング接合面3を相互のシール
8,8が突き当たるまで位置決めする。
Next, the joining sequence of this embodiment will be described with reference to FIG. First, as shown in FIG. 6A, the ring joint surface 3 of the segment piece 1 before assembly is positioned with respect to the ring joint surface 3 of the segment piece 1 after assembly until the mutual seals 8 and 8 abut.

【0019】次に、図6の(b)に示すように、組立前
のセグメントピース1を図中矢印の方向へ押し、組立後
のセグメントピース1に取り付けられた非対称ピン9の
他半部9bをほぞ穴10内に挿入する。この時、ピース
接合面2相互のシール8が押し潰されると共に、非対称
ピン9の他半部9bとほぞ穴10との間にはセグメント
軸線方向に隙間が形成される。
Next, as shown in FIG. 6B, the segment piece 1 before assembly is pushed in the direction of the arrow in the figure, and the other half 9b of the asymmetric pin 9 attached to the segment piece 1 after assembly is attached. Is inserted into the mortise 10. At this time, the seal 8 between the piece joining surfaces 2 is crushed, and a gap is formed in the segment axial direction between the other half 9b of the asymmetric pin 9 and the mortise 10.

【0020】そして、図6の(c)に示すように、組立
前のセグメントピース1を図中矢印の方向へ前記隙間分
だけ押し、組立後のセグメントピース1のリング接合面
3と組立前のセグメントピース1のリング接合面3との
シール8を押し潰すことで、接合が完了する。
Then, as shown in FIG. 6 (c), the segment piece 1 before assembly is pushed in the direction of the arrow in the figure by the amount of the gap, and the ring joint surface 3 of the segment piece 1 after assembly and the ring joint surface 3 before assembly are assembled. Joining is completed by crushing the seal 8 with the ring joining surface 3 of the segment piece 1.

【0021】尚、本発明は上記実施例に限定されず、各
セグメントピース1のリング接合面3相互の接合におい
ても本接合構造が適用できることは言うまでもない。
Needless to say, the present invention is not limited to the above embodiment, and the present joining structure can be applied to joining the ring joining surfaces 3 of each segment piece 1 to each other.

【0022】[0022]

【発明の効果】以上説明したように本発明によれば、非
対称ピンを用いることにより、ピン接合面と隣会う面の
シールを押し潰すことなくピンの挿入が可能となる。従
って、シールを傷めることもなく、ピン挿入時に過大な
外力を必要としないと共に、ピンの破損も防ぐことが出
来る。また、セグメント組立時の動きがスムーズにな
り、位置決め精度も向上させることができる。
As described above, according to the present invention, by using the asymmetric pin, it is possible to insert the pin without crushing the seal on the face which is adjacent to the pin joint face. Therefore, the seal is not damaged, an excessive external force is not required when inserting the pin, and the pin can be prevented from being damaged. In addition, the movement at the time of segment assembly becomes smooth, and the positioning accuracy can be improved.

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

【図1】本発明の一実施例を示すセグメントピースの要
部斜視図である。
FIG. 1 is a perspective view of a main part of a segment piece showing an embodiment of the present invention.

【図2】同じく非対称ピンの斜視図である。FIG. 2 is a perspective view of the same asymmetric pin.

【図3】同じくほぞ穴部の斜視図である。FIG. 3 is a perspective view of a mortise portion of the same.

【図4】シールド工法用セグメントピースの側面図であ
る。
FIG. 4 is a side view of a segment piece for shield construction method.

【図5】同じく内面図である。FIG. 5 is an inner view of the same.

【図6】本発明の一実施例を示す工程図である。FIG. 6 is a process drawing showing an example of the present invention.

【図7】従来例のセグメントピースの要部斜視図であ
る。
FIG. 7 is a perspective view of a main part of a conventional segment piece.

【図8】同じくほぞ穴部の側面図である。FIG. 8 is a side view of the mortise portion.

【図9】同じく対称ピンの斜視図である。FIG. 9 is a perspective view of the symmetrical pin.

【符号の説明】[Explanation of symbols]

1 セグメントピース 2 ピース接合面 3 リング接合面 8 シール 9 非対称ピン 10 ほぞ穴 1 segment piece 2 piece joint surface 3 ring joint surface 8 seal 9 asymmetric pin 10 mortise

───────────────────────────────────────────────────── フロントページの続き (71)出願人 000207780 大豊建設株式会社 東京都中央区新川1丁目24番4号 (71)出願人 591102501 株式会社イズミ 兵庫県尼崎市南塚口町3丁目12番1号 (72)発明者 熊尾 義光 兵庫県神戸市兵庫区和田崎町一丁目1番1 号 三菱重工業株式会社神戸造船所内 (72)発明者 塩井 幸武 東京都千代田区一番町15番地5 東京湾横 断道路株式会社内 (72)発明者 金井 誠 東京都千代田区神田司町2−3 株式会社 大林組東京本社内 (72)発明者 石井 一郎 東京都千代田区岩本町三丁目10番1号 三 井建設株式会社内 (72)発明者 小向 征夫 東京都文京区本郷2−10−9 大豊建設株 式会社東京支店内 (72)発明者 下田 敏雄 兵庫県西宮市山口町阪神流通センター1丁 目108番地 株式会社イズミ内 ─────────────────────────────────────────────────── ─── Continuation of the front page (71) Applicant 000207780 1-24, Shinkawa, Chuo-ku, Tokyo Daitoyo Construction Co., Ltd. (71) Applicant 591102501 Izumi, 3-12-1, Minamitsukaguchi-cho, Amagasaki-shi, Hyogo (72) Yoshimitsu Kumao 1-1-1, Wadasaki-cho, Hyogo-ku, Kobe-shi, Hyogo Mitsubishi Heavy Industries, Ltd. Kobe Shipyard (72) Inventor Yukio Shioi 15-15 Ichibancho, Chiyoda-ku, Tokyo 5 Tokyo Bay Crossing Road Co., Ltd. (72) Inventor Makoto Kanai 2-3 Kandaji-cho, Chiyoda-ku, Tokyo Obayashi Corporation Tokyo Head Office (72) Inventor Ichiro Ishii 3-10-1, Iwamoto-cho, Chiyoda-ku, Tokyo Mitsui Construction Co., Ltd. (72) Inventor Masao Komukai 2-10-9 Hongo, Bunkyo-ku, Tokyo Daitoyo Construction Co., Ltd. Tokyo Branch (72) Inventor Toshio Shimoda Yamanomiya, Hyogo Prefecture Town Hanshin distribution center 1 chome 108 address, Ltd. in Izumi

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 複数個のピースに分割されてシールド工
法に使用されるセグメントの接合構造であって、相互に
隣接するセグメントピースの接合面間を、接合面の一方
に埴設されて一方向には接合面のズレを防止し他方向に
はズレを許容し得る複数の非対称ピンと、接合面の他方
に形成した複数のほぞ穴との嵌合により接合して成るこ
とを特徴とするシールド工法用セグメントの接合構造。
1. A joining structure of segments divided into a plurality of pieces for use in a shield construction method, wherein a joining surface between segment pieces that are adjacent to each other is provided in one of the joining surfaces. The shield construction method is characterized in that a plurality of asymmetric pins that can prevent the displacement of the joint surface and allow the displacement in the other direction are joined with a plurality of mortises formed on the other side of the joint surface. Structure of the segment for use.
JP5221646A 1993-09-07 1993-09-07 Joint structure of segments for shield method Expired - Fee Related JP2813531B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5221646A JP2813531B2 (en) 1993-09-07 1993-09-07 Joint structure of segments for shield method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5221646A JP2813531B2 (en) 1993-09-07 1993-09-07 Joint structure of segments for shield method

Publications (2)

Publication Number Publication Date
JPH0776995A true JPH0776995A (en) 1995-03-20
JP2813531B2 JP2813531B2 (en) 1998-10-22

Family

ID=16770046

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5221646A Expired - Fee Related JP2813531B2 (en) 1993-09-07 1993-09-07 Joint structure of segments for shield method

Country Status (1)

Country Link
JP (1) JP2813531B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116696675A (en) * 2023-08-02 2023-09-05 新创碳谷集团有限公司 Blade root modularization mortise-tenon type connection structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116696675A (en) * 2023-08-02 2023-09-05 新创碳谷集团有限公司 Blade root modularization mortise-tenon type connection structure
CN116696675B (en) * 2023-08-02 2023-10-24 新创碳谷集团有限公司 Blade root modularization mortise-tenon type connection structure

Also Published As

Publication number Publication date
JP2813531B2 (en) 1998-10-22

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