JPH08177393A - Shield segment - Google Patents

Shield segment

Info

Publication number
JPH08177393A
JPH08177393A JP6320181A JP32018194A JPH08177393A JP H08177393 A JPH08177393 A JP H08177393A JP 6320181 A JP6320181 A JP 6320181A JP 32018194 A JP32018194 A JP 32018194A JP H08177393 A JPH08177393 A JP H08177393A
Authority
JP
Japan
Prior art keywords
bolt
shield segment
shield
segment
joint
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
JP6320181A
Other languages
Japanese (ja)
Inventor
Teruo Matsushima
輝男 松島
Kunihiro Nagamori
邦博 永森
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.)
Kajima Corp
Original Assignee
Kajima 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 Kajima Corp filed Critical Kajima Corp
Priority to JP6320181A priority Critical patent/JPH08177393A/en
Publication of JPH08177393A publication Critical patent/JPH08177393A/en
Pending legal-status Critical Current

Links

Landscapes

  • Lining And Supports For Tunnels (AREA)

Abstract

PURPOSE: To apply a single bolt type structure at the joint of a shield segment used in a shielding work, and maintain superiority in workability, including the half reduction of such a trouble as the appearance of a partial weak point in structure or a cause of water leakage due to a crack at the jointed point of a segment and a bolt box, and the elimination of a trouble for combining a bolt with a nut, and improper tightening due to the concurrent turn of a bolt and a nut. CONSTITUTION: Regarding shield segments 1 and 1 jointed to each other, one shield segment 1 has a coupling face with a bolt box 2 on the internal side of a coupling plate 3 having a bolt hole 2. Also, the other shield segment 1 faced thereto has a coupling face with an internally threaded hole 7 formed out of a buried threaded tube 6. Then, both segments 1 and 1 are jointed to each other by use of a coupling bolt 4.

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、シールド工事に使用す
るシールドセグメントで、特に、継手部を改良したシー
ルドセグメントに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a shield segment used for shield work, and more particularly to a shield segment having an improved joint portion.

【0002】[0002]

【従来の技術】鉄道、地下道、上下水道、電力、通信電
話等の地下構造物トンネルの構築には、一次覆工用とし
て組立て型覆工用セグメント、いわゆるシールドセグメ
ントが用いられる。このシールドセグメントはシールド
工法において、円形に堀削推進するシールド堀進機のテ
ール内の空間で、円環状に組み立てられトンネルの内壁
を構成するもので、コンクリート製のものと、鋼製のも
のとがある。
2. Description of the Related Art In the construction of underground structure tunnels for railways, underpasses, water and sewage systems, electric power, communication telephones, etc., an assembled type lining segment for primary lining, a so-called shield segment is used. In the shield construction method, this shield segment is a space inside the tail of a shield excavator that excavates in a circular shape and is assembled in an annular shape to form the inner wall of the tunnel. There is.

【0003】コンクリート製のシールドセグメント1の
構造を図3について説明すると、縦および横の各二面の
継手面には、ボルト挿通孔5を形成した継手板3を設
け、この継手板3の内側にボルトボックス2を設けてあ
る。また、セグメントを円環状に設置した時に内壁と平
行となる面には裏込め注入孔8を貫通させて設ける。図
示は省略するがこの継手板3はアンカーを有し、シール
ドセグメント1の型枠形成時に埋め込みセットされる。
The structure of the shield segment 1 made of concrete will be described with reference to FIG. A bolt box 2 is provided in the. Further, the backfill injection hole 8 is provided so as to penetrate the surface parallel to the inner wall when the segment is annularly installed. Although illustration is omitted, this joint plate 3 has an anchor, and is embedded and set when the frame of the shield segment 1 is formed.

【0004】シールドセグメント1の接合は図4に示す
ように、一方のシールドセグメント1の継手部のボルト
ボックス2にボルト頭部4a側を残して継手ボルト4を
継手板3のボルト挿通孔5に挿通し、そのまま継手ボル
ト4の先端を相対する他方のシールドセグメント1のボ
ルトボックス2に設けた継手板3のボルト挿通孔5に挿
通して、ここで継手ナット9と螺合して締結する。
As shown in FIG. 4, the shield segment 1 is joined by inserting the joint bolt 4 into the bolt insertion hole 5 of the joint plate 3 while leaving the bolt head 4a side in the bolt box 2 of the joint portion of one shield segment 1. Then, the tip of the joint bolt 4 is inserted as it is into the bolt insertion hole 5 of the joint plate 3 provided in the bolt box 2 of the other shield segment 1 opposite thereto, and is screwed and fastened to the joint nut 9 here.

【0005】[0005]

【発明が解決しようとする課題】しかし、この従来型シ
ールドセグメントではボルトボックスが設けてある部分
では、断面が薄くなって構造的に弱点となる。また、ボ
ルトボックスがあるのでセグメントとボルトボックスの
接点部でクラックが発生し易く漏水の原因となる。さら
に、ナットを使用して締結するのでボルトとナットを組
み合わせる手間がかかり、ボルトとナットによる共廻り
が発生し易い。
However, in this conventional shield segment, the section where the bolt box is provided has a thin cross section, which is a structural weak point. Further, since there is a bolt box, cracks are likely to occur at the contact portion between the segment and the bolt box, causing water leakage. Further, since the nuts are used for fastening, it takes time and effort to combine the bolts and the nuts, and co-rotation between the bolts and the nuts easily occurs.

【0006】本発明の目的は前記の従来例の不都合を解
消し、シールドセグメントの構造を見直して、シールド
セグメントの構造から生じる施工後の弱点やクラックの
発生し易さから生じる漏水を半減し、更に、シールドセ
グメントの接合の作業性や作業能率を改善したシールド
セグメントを提供することにある。
The object of the present invention is to eliminate the disadvantages of the conventional example described above, review the structure of the shield segment, and halve the water leakage resulting from the weakness after construction and the ease with which cracks occur due to the structure of the shield segment, Another object of the present invention is to provide a shield segment having improved workability and work efficiency in joining the shield segments.

【0007】[0007]

【課題を解決するための手段】本発明は前記目的を達成
するため、互いに連結するシールドセグメントの一方の
シールドセグメントの継手面は、ボルト挿通孔を形成し
た継手板の内側にボルトボックスを形成し、他方のシー
ルドセグメントの継手面には埋め込みネジ管による雌ネ
ジ孔を形成したことを要旨とするものである。
According to the present invention, in order to achieve the above object, the joint surface of one shield segment of the shield segments to be connected to each other has a bolt box formed inside a joint plate having a bolt insertion hole. The gist of the invention is that a female screw hole is formed in the joint surface of the other shield segment by an embedded screw pipe.

【0008】[0008]

【作用】本発明によれば、双方のシールドセグメントの
接合は、一方のシールドセグメントのボルトボックスに
設けた継手板のボルト挿通孔に継手ボルトを挿通し、継
手ボルトの先端を相対するセグメントの継手面の埋め込
みネジ管による雌ネジ孔に螺入させ、埋め込みネジ管と
締結して接合は完了する。
According to the present invention, both shield segments are joined by inserting the joint bolt into the bolt insertion hole of the joint plate provided in the bolt box of the one shield segment, and joining the joints of the segments where the tips of the joint bolts face each other. The surface is screwed into the female screw hole by the embedded screw tube, and is fastened to the embedded screw tube to complete the joining.

【0009】これによって、シールドセグメントのボル
トボックスによる断面欠損部が従来の半分となるため、
シールドセグメント端部が強固になり、継手部の強度が
上昇すると共に、この部分に生じ易いクラックの発生が
減少して漏水発生の懸念も半減される。
As a result, the cross-section missing portion of the shield segment due to the bolt box is halved as compared with the conventional one.
The end of the shield segment is strengthened, the strength of the joint is increased, the number of cracks that are likely to occur in this part is reduced, and the risk of water leakage is reduced by half.

【0010】また、埋め込みネジ管を使用することで、
ボルトとナットによる共廻りがなくなり施工性が著しく
向上すると共に、二次覆工のない場合にボルト、ナット
の腐食防止の目的でボルトボックス内を充填する充填材
が半減しコストダウンとなる。
Further, by using the embedded screw tube,
The co-rotation by the bolt and the nut is eliminated, and the workability is significantly improved, and when there is no secondary lining, the filling material filling the inside of the bolt box for the purpose of preventing the corrosion of the bolt and the nut is halved, and the cost is reduced.

【0011】[0011]

【実施例】以下、図面について本発明の実施例を詳細に
説明する。図1は本発明のコンクリート製シールドセグ
メントの1実施例を示す要部の縦断側面図、図2は斜視
図で、前記従来例と同一構成要素には同一参照符号を付
したものである。
Embodiments of the present invention will now be described in detail with reference to the drawings. FIG. 1 is a vertical sectional side view of an essential part showing one embodiment of a concrete shield segment of the present invention, and FIG. 2 is a perspective view, in which the same components as those of the conventional example are designated by the same reference numerals.

【0012】シールドセグメント1の継手面の縦および
横の各一面には、ボルト挿通孔5を形成し、側面プレー
トおよびアンカー筋を溶接して設けた継手板3の内側
に、ボルトボックス2をコンクリートを打設する際に箱
抜きで形成する。なお、必要により継手板3はシールド
セグメントの全周に設けてもよい。
Bolt insertion holes 5 are formed on each of the vertical and horizontal joint surfaces of the shield segment 1, and the bolt box 2 is concreted inside the joint plate 3 provided by welding side plates and anchor bars. It is formed by removing the box when placing. If necessary, the joint plate 3 may be provided on the entire circumference of the shield segment.

【0013】また、相対する他方のシールドセグメント
1の継手面には金属製の埋め込みネジ管6による雌ネジ
孔7を形成した。この埋め込みネジ管6の周囲には継手
板を設けてもよい。また、埋め込みネジ管6はアンカー
を有するものでもよく、更に、アンカーの代わりに鉄筋
に直接溶接することも考えられる。
Further, a female screw hole 7 made of a metal embedded screw pipe 6 is formed on the joint surface of the other shield segment 1 which faces the other shield segment 1. A joint plate may be provided around the embedded screw tube 6. Further, the embedded screw pipe 6 may have an anchor, and it is also conceivable to directly weld it to the reinforcing bar instead of the anchor.

【0014】また、シールドセグメント1を設置した時
に内壁と平行となる面には裏込め注入孔8を貫通させて
設けた。
Further, a backfill injection hole 8 is provided so as to penetrate a surface which is parallel to the inner wall when the shield segment 1 is installed.

【0015】シールドセグメント1同士の接合は、一方
のシールドセグメント1の継手部のボルトボックス2に
頭部4a側を残して継手ボルト4を継手板3のボルト挿
通孔5に挿通し、そのまま継手ボルト4の先端を相対す
る他方のシールドセグメント1の雌ネジ孔7に螺入させ
て、埋め込みネジ管6と継手板3とを締結する。
To join the shield segments 1 to each other, the joint bolt 4 is inserted into the bolt insertion hole 5 of the joint plate 3 while leaving the head 4a side in the bolt box 2 of the joint portion of one shield segment 1, and the joint bolt is directly attached. The tip end of 4 is screwed into the female screw hole 7 of the other shield segment 1 which is opposite to the other, and the embedded screw pipe 6 and the joint plate 3 are fastened.

【0016】なお、前記実施例では1個のシールトセク
メント1に継手板3を有するボルトボックス2と雌ネジ
孔7の両方を設けるものとしたが、継手面の構造を全て
ボルトボックス型としたシールドセグメント、または、
全て埋め込みネジ管による雌ネジ孔型としたシールドセ
グメントとの組み合わせとすることもできる。
In the above embodiment, both the bolt box 2 having the joint plate 3 and the female screw hole 7 are provided in one sealed segment 1, but the joint surface structure is all bolt box type. Shield segment, or
It is also possible to combine it with a shield segment that is a female screw hole type with all embedded screw tubes.

【0017】[0017]

【発明の効果】以上述べたように本発明のシールドセグ
メントは、従来型シールドセグメントに比較して継手部
のボルトボックスがボルト側の1か所であるため、構造
上、部分的に弱点となったり、セグメントとボルトボッ
クスの接点部でクラックが発生して漏水の原因となった
りすることが半減される。
As described above, in the shield segment of the present invention, the bolt box of the joint portion is located on one side of the bolt as compared with the conventional shield segment, so that it is a weak point in structure. Also, the occurrence of cracks at the contact points between the segments and the bolt box and water leakage is reduced by half.

【0018】さらに、ボルトとナットを組み合わせる手
間がなくなり、また、ボルトとナットの共廻りによる締
結不良がなくなる等の作業性の優位性を保持できる。
Further, it is possible to maintain the superiority of workability such as eliminating the trouble of assembling the bolt and the nut and eliminating the fastening failure due to the co-rotation of the bolt and the nut.

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

【図1】本発明のシールドセグメントの1実施例を示す
要部の縦断側面図である。
FIG. 1 is a vertical cross-sectional side view of essential parts showing one embodiment of a shield segment of the present invention.

【図2】本発明のシールドセグメントの1実施例を示す
斜視図である。
FIG. 2 is a perspective view showing an embodiment of the shield segment of the present invention.

【図3】従来例を示す斜視図である。FIG. 3 is a perspective view showing a conventional example.

【図4】従来のシールドセグメントの接合状態を示す縦
断側面図である。
FIG. 4 is a vertical sectional side view showing a joined state of a conventional shield segment.

【符号の説明】[Explanation of symbols]

1…シールドセグメント 2…ボルト
ボックス 3…継手板 4…継手ボ
ルト 4a…ボルト頭部 5…ボルト
挿通孔 6…埋め込みネジ管 7…雌ネジ
孔 8…裏込め注入孔 9…継手ナ
ット
DESCRIPTION OF SYMBOLS 1 ... Shield segment 2 ... Bolt box 3 ... Joint plate 4 ... Joint bolt 4a ... Bolt head 5 ... Bolt insertion hole 6 ... Embedded screw tube 7 ... Female screw hole 8 ... Back-filling injection hole 9 ... Joint nut

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 互いに接合するシールドセグメントの一
方のシールドセグメントの継手面は、ボルト挿通孔を形
成した継手板の内側にボルトボックスを形成し、他方の
シールドセグメントの継手面には埋め込みネジ管による
雌ネジ孔を形成したことを特徴とするシールドセグメン
ト。
1. The joint surface of one shield segment of the shield segments to be joined to each other forms a bolt box inside a joint plate having a bolt insertion hole, and the joint surface of the other shield segment is formed by an embedded screw pipe. A shield segment having a female screw hole.
JP6320181A 1994-12-22 1994-12-22 Shield segment Pending JPH08177393A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6320181A JPH08177393A (en) 1994-12-22 1994-12-22 Shield segment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6320181A JPH08177393A (en) 1994-12-22 1994-12-22 Shield segment

Publications (1)

Publication Number Publication Date
JPH08177393A true JPH08177393A (en) 1996-07-09

Family

ID=18118606

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6320181A Pending JPH08177393A (en) 1994-12-22 1994-12-22 Shield segment

Country Status (1)

Country Link
JP (1) JPH08177393A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013079531A (en) * 2011-10-04 2013-05-02 Kurimoto Concrete Industries Ltd Connecting pipe
CN103821534A (en) * 2014-02-26 2014-05-28 洛阳理工学院 Auxiliary device for tunnel monitoring cable burying
CN106121688A (en) * 2016-08-23 2016-11-16 中铁第四勘察设计院集团有限公司 A kind of shield tunnel segment bolt hole water proof structure and construction method
JP2018031172A (en) * 2016-08-24 2018-03-01 大成建設株式会社 Demolition method for polluted water tank

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013079531A (en) * 2011-10-04 2013-05-02 Kurimoto Concrete Industries Ltd Connecting pipe
CN103821534A (en) * 2014-02-26 2014-05-28 洛阳理工学院 Auxiliary device for tunnel monitoring cable burying
CN106121688A (en) * 2016-08-23 2016-11-16 中铁第四勘察设计院集团有限公司 A kind of shield tunnel segment bolt hole water proof structure and construction method
JP2018031172A (en) * 2016-08-24 2018-03-01 大成建設株式会社 Demolition method for polluted water tank

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