JPH0913882A - segment - Google Patents
segmentInfo
- Publication number
- JPH0913882A JPH0913882A JP7164214A JP16421495A JPH0913882A JP H0913882 A JPH0913882 A JP H0913882A JP 7164214 A JP7164214 A JP 7164214A JP 16421495 A JP16421495 A JP 16421495A JP H0913882 A JPH0913882 A JP H0913882A
- Authority
- JP
- Japan
- Prior art keywords
- segment
- joining
- joint
- protrusion
- projection
- 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
Links
Landscapes
- Lining And Supports For Tunnels (AREA)
Abstract
(57)【要約】
【目的】 セグメント同士の接合作業を簡略化し、工期
の短縮を図る。
【構成】 掘削穴の軸方向に対して傾斜された接合面1
aに掘削穴の軸線と直交する当接面を有し、この当接面
に突起部6が形成された接合突起5が設けられた雄型セ
グメント1の前記接合突起5を、掘削穴の軸方向に対し
て傾斜された接合面2aに掘削穴の軸線と直交する当接
面を有し、この当接面に嵌合穴9が形成された接合凹部
8が設けられた雌型セグメント2の前記接合凹部8へ嵌
合させて、突起部6と嵌合穴9とを互いに嵌合させ、そ
の係合力によって雄型セグメント1と雌型セグメント2
とを周方向へ接合させる。
(57) [Summary] [Purpose] To simplify the work of joining the segments and shorten the construction period. [Structure] Joint surface 1 inclined with respect to the axial direction of the drill hole
a has a contact surface orthogonal to the axis of the drill hole, and the contact projection 5 of the male segment 1 provided with the contact projection 5 having the protrusion 6 formed on the contact surface is the axis of the drill hole. Of the female segment 2 in which the joint surface 2a inclined with respect to the direction has a contact surface orthogonal to the axis of the excavation hole, and the joint recess 8 having the fitting hole 9 formed in the contact surface is provided. The projection 6 and the fitting hole 9 are fitted to each other by fitting the fitting recess 8 and the male segment 1 and the female segment 2 by the engaging force.
And are joined in the circumferential direction.
Description
【0001】[0001]
【産業上の利用分野】この発明は、相互に複数連結する
ことにより掘削穴の軸方向に筒状壁体を構成するセグメ
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 segment which constitutes a cylindrical wall body in the axial direction of an excavation hole by connecting a plurality of them to each other.
【0002】[0002]
【従来の技術】トンネルを構築する方法としては、掘削
穴の内面側にセグメント(主にコンクリート製あるいは
スチール製)を組み立てて筒状壁体を構築する、いわゆ
るシールド工法が一般的である。このシールド工法に用
いられるセグメントとしては平面視長方形状で円弧版状
のものが主流であり、これらセグメント同士をボルトに
よって接合していた。このボルトでセグメント同士を接
合する構造としては、セグメントの接合面の近傍に、セ
グメントの接合面同士を当接させた際に、互いに連通す
る孔部を有する継手を埋め込んでおき、これら継手の孔
部同士が連通するように、セグメントの接合面を当接さ
せた状態にて、孔部へボルトを挿通させ、このボルトへ
ナットを締結させて接合させる構造が一般的である。ま
た、相互のセグメントにナット部材であるインサート金
具を埋め込んでおき、隣接するセグメントに貫通させた
ボルトを締結させて互いに接合させる構造もある。2. Description of the Related Art As a method for constructing a tunnel, a so-called shield construction method is generally used in which segments (mainly made of concrete or steel) are assembled on the inner surface side of an excavation hole to construct a tubular wall body. As the segments used in this shield construction method, those having a rectangular shape in a plan view and an arc plate shape are mainly used, and these segments are joined together by bolts. As a structure for joining the segments with each other with this bolt, a joint having holes communicating with each other when the joining faces of the segments are brought into contact with each other is embedded in the vicinity of the joining faces of the segments, A structure is generally used in which a bolt is inserted into a hole portion and a nut is fastened to the bolt in a state where the joint surfaces of the segments are in contact with each other so that the portions communicate with each other. Further, there is also a structure in which an insert fitting as a nut member is embedded in each segment, and bolts penetrating adjacent segments are fastened to each other for joining.
【0003】[0003]
【発明が解決しようとする課題】しかしながら、上記構
造では、構築現場にて継手の接合面に形成された孔部へ
ボルトを挿通させ、このボルトへナットを締結させた
り、相互のセグメントに埋め込んだインサート金具へボ
ルトを締結させるという極めて煩雑な作業を要するため
組み立て時間の短縮には限界があり、また、ロボットに
よる自動組み付けへの適応が困難であった。さらには、
二次覆工を省略する場合にもボルト・ナットを設置する
ためにセグメントに形成したボルトボックスの閉塞作業
を行なわなければならず、施工の高速化、省力化を目指
す上で新たな継手構造の開発が急務となっているのが現
状であった。However, in the above structure, the bolt is inserted into the hole formed in the joint surface of the joint at the construction site, and the nut is fastened to the bolt or embedded in the mutual segments. Since the extremely complicated work of fastening the bolt to the insert metal fitting is required, there is a limit in shortening the assembly time, and it is difficult to adapt to automatic assembly by a robot. Moreover,
Even if the secondary lining is omitted, the bolt box formed in the segment must be closed in order to install the bolts and nuts, and a new joint structure can be used to speed up construction and save labor. The current situation is that development is an urgent task.
【0004】この発明は、上記事情に鑑みてなされたも
ので、極めて容易にかつ確実に相互に接合させることが
可能なセグメントを提供することを目的としている。The present invention has been made in view of the above circumstances, and an object thereof is to provide a segment which can be joined to each other extremely easily and reliably.
【0005】[0005]
【課題を解決するための手段】上記目的を達成するため
に、請求項1記載のセグメントは、互いの接合面同士を
合わせた状態で接合されて、トンネル壁体を構成するセ
グメントであって、互いに周方向へ接合される接合面
は、掘削穴の軸方向に対して傾斜されてなり、これら接
合面の一方に、接合突起が設けられ、他方に前記接合突
起が嵌合可能な接合凹部が形成され、これら接合突起及
び接合凹部は、互いに当接するとともに、掘削穴の軸方
向と直交する当接面を有し、これら当接面には、互いに
嵌合する突起部及び嵌合穴が形成されてなることを特徴
としている。In order to achieve the above object, a segment according to claim 1 is a segment which is joined in a state where the joining surfaces of the segments are aligned with each other to form a tunnel wall body, The joining surfaces to be joined to each other in the circumferential direction are inclined with respect to the axial direction of the excavation hole, one of the joining surfaces is provided with a joining projection, and the other is provided with a joining recess into which the joining projection can be fitted. The joint projection and the joint recess have contact surfaces that are in contact with each other and are orthogonal to the axial direction of the excavation hole, and these contact surfaces are formed with protrusions and fitting holes that fit with each other. It is characterized by being done.
【0006】請求項2記載のセグメントは、請求項1記
載のセグメントにおいて、前記接合突起及び前記接合凹
部に、前記突起部及び前記穴部が形成された当接板が設
けられてなることを特徴としている。請求項3記載のセ
グメントは、請求項2記載のセグメントにおいて、スキ
ンプレートが表裏に設けられ、これらスキンプレート同
士の間に、補強鋼材が設けられてなり、これら補強鋼材
に、前記当接板が固定されてなることを特徴としてい
る。請求項4記載のセグメントは、請求項1記載のセグ
メントにおいて、スキンプレートが表裏に設けられ、こ
れらスキンプレート同士の間に、補強鋼材が設けられて
なり、これら補強鋼材に、前記突起部及び前記嵌合穴が
設けられてなることを特徴としている。According to a second aspect of the invention, in the segment according to the first aspect, the joint protrusion and the joint recess are provided with an abutting plate having the protrusion and the hole. I am trying. The segment according to claim 3 is the segment according to claim 2, wherein skin plates are provided on the front and back sides, and a reinforcing steel material is provided between the skin plates, and the abutting plate is provided on these reinforcing steel materials. It is characterized by being fixed. According to a fourth aspect of the invention, in the segment according to the first aspect, skin plates are provided on the front and back sides, and a reinforcing steel material is provided between the skin plates. The reinforcing steel material includes the protrusion and the It is characterized in that a fitting hole is provided.
【0007】[0007]
【作用】請求項1記載のセグメントによれば、接合突起
を接合凹部へ嵌合させながら接合面同士を当接させる
と、これら接合突起及び接合凹部の当接面が、その突起
部と嵌合穴とが嵌合した状態に当接されてセグメント同
士が接合される。請求項2記載のセグメントによれば、
接合突起を接合凹部へ嵌合させながら接合面同士を当接
させると、これら接合突起及び接合凹部の当接板同士
が、その突起部と嵌合穴とが嵌合した状態に当接されて
セグメント同士が接合される。請求項3記載のセグメン
トによれば、表裏に設けられたスキンプレート及びこれ
らスキンプレート同士の間に設けられた補強鋼材によっ
てセグメントの強度が向上される。請求項4記載のセグ
メントによれば、表裏に設けられたスキンプレート及び
これらスキンプレート同士の間に設けられた補強鋼材に
よってセグメントの強度が向上される。また、補強鋼材
に突起部及び嵌合穴が直接形成されているので、構造の
簡略化が図られる。According to the first aspect of the invention, when the joining surfaces are brought into contact with each other while the joining projection is fitted into the joining recess, the abutting surfaces of the joining projection and the joining recess fit with the projection. The holes are brought into contact with each other in a fitted state and the segments are joined together. According to the segment of claim 2,
When the joining surfaces are brought into contact with each other while the joining projection is fitted into the joining recess, the joining plates of the joining projection and the joining recess are brought into contact with each other in a state where the protruding portion and the fitting hole are fitted together. The segments are joined together. According to the segment of the third aspect, the strength of the segment is improved by the skin plates provided on the front and back sides and the reinforcing steel material provided between the skin plates. According to the segment of the fourth aspect, the strength of the segment is improved by the skin plates provided on the front and back sides and the reinforcing steel material provided between the skin plates. Moreover, since the protrusion and the fitting hole are directly formed in the reinforcing steel material, the structure can be simplified.
【0008】[0008]
【実施例】以下、本発明のセグメントの実施例を図1〜
図5によって説明する。図において、符号1は雄型セグ
メントであり、符号2は雌型セグメントである。これら
雄型セグメント1及び雌型セグメント2は、それぞれ平
面視台形状に形成されて、周方向への接合面1a、2a
が、それぞれ掘削穴の軸方向に対して傾斜された円弧板
からなるもので、それぞれ周方向へ接合させることによ
り、筒状壁体を構成するリングが構築されるようになっ
ている。また、これら雄型セグメント1及び雌型セグメ
ント2は、それぞれ金属板からなるスキンプレート3同
士の間がコンクリートKとされた高強度な合成セグメン
トとされており、その内部には、スキンプレート3同士
に溶接等によって固定されたせん断補強鋼材4が配設さ
れている。EXAMPLES Examples of the segment of the present invention are shown in FIGS.
This will be described with reference to FIG. In the figure, reference numeral 1 is a male segment, and reference numeral 2 is a female segment. Each of the male segment 1 and the female segment 2 is formed in a trapezoidal shape in a plan view, and has joining surfaces 1a, 2a in the circumferential direction.
Are each formed of an arc plate inclined with respect to the axial direction of the excavation hole, and are joined to each other in the circumferential direction to construct a ring that constitutes the tubular wall body. Further, the male segment 1 and the female segment 2 are high-strength synthetic segments in which the space K between the skin plates 3 made of a metal plate is concrete K, and the skin plates 3 are arranged inside each other. A shear reinforcing steel material 4 fixed by welding or the like is disposed on the.
【0009】雄型セグメント1には、その周方向への接
合面1aに厚さ方向へ一対ずつかつ幅方向へ間隔をあけ
て接合突起5が形成されている。これら接合突起5は、
それぞれ前記せん断補強鋼材4の突出された端部と、こ
の端部とともに突出されたコンクリートKと、せん断補
強鋼材4の端部近傍に積層させた状態に例えば、ボルト
・ナットによる締結あるいは溶接等によって固定された
突起部6を有する継手板(当接板)7とから構成されて
いる。また、雌型セグメント2には、その周方向への接
合面2aに、雄型セグメント1の接合突起5が嵌合可能
な接合凹部8が、厚さ方向へ一対ずつかつ幅方向へ間隔
をあけて形成されている。そして、この接合凹部8に
は、前記突起部6が嵌合可能な嵌合穴9が形成された受
け板(固定板)10が設けられており、前記せん断補強
鋼材4に、例えば、ボルト・ナットによる締結あるいは
溶接等によって固定されている。The male segment 1 is provided with joining projections 5 on the joining surface 1a in the circumferential direction thereof, one pair each in the thickness direction and at intervals in the width direction. These joint protrusions 5 are
The projecting end of the shear-reinforced steel material 4, the concrete K projected together with this end, and the state of being laminated in the vicinity of the end of the shear-reinforced steel material 4, for example, by fastening or welding with bolts and nuts, etc. It is composed of a joint plate (contact plate) 7 having a fixed protrusion 6. Further, the female segment 2 is provided with a pair of joint recesses 8 in the circumferential direction on which the joint projections 5 of the male segment 1 can be fitted, and a pair of joint recesses 8 in the thickness direction and in the width direction. Is formed. The joint recess 8 is provided with a receiving plate (fixing plate) 10 having a fitting hole 9 into which the protrusion 6 can be fitted, and the shear reinforcing steel member 4 is provided with, for example, a bolt. It is fixed by fastening with nuts or welding.
【0010】そして、この雄型セグメント1の接合突起
5を、雌型セグメント2の接合凹部8へ嵌合させること
により、突起部6が嵌合穴9へ嵌合するとともに、継手
板7及び受け板10の表面からなる当接面が互いに当接
するようになっている。なお、これら継手板7及び受け
板10の表面からなる当接面は、それぞれ掘削穴の軸に
対して直交する面とされている。By fitting the joint projection 5 of the male segment 1 into the joint recess 8 of the female segment 2, the projection 6 fits into the fitting hole 9 and the joint plate 7 and the receiving plate are received. The contact surfaces formed by the surfaces of the plates 10 are in contact with each other. The contact surfaces formed by the surfaces of the joint plate 7 and the receiving plate 10 are surfaces orthogonal to the axis of the drill hole.
【0011】また、これら雄型セグメント1及び雌型セ
グメント2を用いて筒状壁体を構成するリングを構築す
る際に、周方向への分割数が偶数の場合は、それぞれ平
面視台形状の雄型セグメント1及び雌型セグメント2を
交互に接合させる。また、周方向への分割数が奇数の場
合は、一端側に雄型セグメント1に設けられた接合突起
5を有し、他端側に雌型セグメント2に設けられた接合
凹部8を有する平行四辺形のセグメントを用いて接合さ
せる。When constructing a ring forming a tubular wall body using the male segment 1 and the female segment 2, if the number of divisions in the circumferential direction is an even number, each of them has a trapezoidal shape in plan view. Male segment 1 and female segment 2 are joined alternately. When the number of divisions in the circumferential direction is odd, the joint protrusion 5 provided on the male segment 1 is provided on one end side, and the joint recess 8 provided on the female segment 2 is provided on the other end side. Join using quadrilateral segments.
【0012】このように、上記構成のセグメント1、2
によれば、雄型セグメント1の接合面1aと雌型セグメ
ント2の接合面2aとを、雄型セグメント1の接合突起
5を雌型セグメント2の接合凹部8へ嵌合させるだけ
で、極めて容易に、接合突起5に形成された突起部6を
受け板10に形成された嵌合穴9へ嵌合させて、これら
雄型セグメント1と雌型セグメント2とを周方向へ連結
させてリングを構築することができる。即ち、従来のボ
ルト・ナットによる締結構造あるいはインサート金具へ
ボルトを締結させる締結構造と比較して、その接合作業
にかかる労力を大幅に低減させることができるとともに
ロボットによる自動組み立ての容易化を図ることがで
き、さらには、ボルトボックス等がないので、ボルトボ
ックスの閉塞作業を省略することができる。As described above, the segments 1 and 2 having the above structure
According to the above, by simply fitting the joining surface 1a of the male segment 1 and the joining surface 2a of the female segment 2 into the joining recess 5 of the female segment 2, the joining projection 5 of the male segment 1 can be extremely easily fitted. Then, the protrusion 6 formed on the joining protrusion 5 is fitted into the fitting hole 9 formed in the receiving plate 10 to connect the male segment 1 and the female segment 2 in the circumferential direction to form a ring. Can be built. That is, compared with the conventional fastening structure using bolts and nuts or the fastening structure that fastens bolts to the insert fitting, the labor required for the joining work can be significantly reduced and the automatic assembly by the robot can be facilitated. Further, since there is no bolt box or the like, the work of closing the bolt box can be omitted.
【0013】なお、上記実施例では、突起部6を有する
継手板7及び突起部6が嵌合する嵌合穴9を有する受け
板10をそれぞれせん断補強鋼材4に取り付けたが、こ
れらの継手板7及び受け板10を用いずに、突起部6及
び嵌合穴9を、せん断補強鋼材4に直接設けても良い。
また、接合突起5及び接合凹部8の形成位置、形状等と
しては、上記のものに限定されることはない。In the above embodiment, the joint plate 7 having the protruding portion 6 and the receiving plate 10 having the fitting hole 9 into which the protruding portion 6 fits are attached to the shear reinforcing steel material 4, respectively. The projection 6 and the fitting hole 9 may be directly provided in the shear reinforcing steel material 4 without using the 7 and the receiving plate 10.
Further, the formation positions, shapes, etc. of the joint protrusions 5 and the joint recesses 8 are not limited to the above.
【0014】図6〜図9に示すものは、雄型セグメント
1の一方の接合突起5及び雌型セグメント2の一方の接
合凹部8を、それぞれセグメント1、2の一側部側に寄
せて設けたものであり、図10〜図13に示すものは、
接合突起5及び接合凹部8をそれぞれ厚さ方向に一つず
つ設けたものである。また、図14に示すものは、接合
突起(図示略)及び接合凹部8をそれぞれ厚さ方向中央
部に設けるとともに、厚さ方向に長い、突起部(図示
略)及び嵌合穴9を設けたものである。また、上記実施
例では、表裏にスキンプレート3を設け、これらスキン
プレート3同士の間がコンクリートKとされた合成セグ
メントについて説明したが、図15〜図18に示すよう
に、コンクリート製のセグメントにも適応できるのは勿
論である。なお、図15〜図18中符号11は、継手板
7及び受け板10をセグメント1、2に強固に一体化さ
せるアンカー筋である。6 to 9, one joint projection 5 of the male segment 1 and one joint recess 8 of the female segment 2 are provided close to one side of the segments 1 and 2, respectively. The one shown in FIGS. 10 to 13 is
The bonding protrusions 5 and the bonding recesses 8 are provided one by one in the thickness direction. In addition, in the structure shown in FIG. 14, a joint protrusion (not shown) and a joint recess 8 are provided at the center in the thickness direction, and a protrusion (not shown) and a fitting hole 9 that are long in the thickness direction are provided. It is a thing. Further, in the above-mentioned embodiment, the skin segment 3 is provided on the front and back sides, and the synthetic segment in which the space between the skin plates 3 is the concrete K has been described. However, as shown in FIGS. Of course, it can be adapted. In addition, reference numeral 11 in FIGS. 15 to 18 is an anchor streak that firmly integrates the joint plate 7 and the receiving plate 10 into the segments 1 and 2.
【0015】[0015]
【発明の効果】以上、説明したように、本発明のセグメ
ントによれば、下記の効果を得ることができる。請求項
1記載のセグメントによれば、接合突起を接合凹部へ嵌
合させるだけで、これら接合突起及び接合凹部の当接面
同士を当接させて、突起部と嵌合穴とを嵌合させ、これ
ら突起部と嵌合穴との係止力によって、極めて容易にセ
グメント同士を接合させることができる。即ち、従来の
ボルト・ナットによる締結構造あるいはインサート金具
へボルトを締結させる締結構造と比較して、その接合作
業にかかる労力を大幅に低減させることができるととも
にロボットによる自動組み立ての容易化を図ることがで
き、さらには、ボルトボックス等がないので、ボルトボ
ックスの閉塞作業を省略することができる。As described above, according to the segment of the present invention, the following effects can be obtained. According to the segment of the first aspect, by simply fitting the joining protrusion into the joining recess, the abutting surfaces of the joining protrusion and the joining recess are brought into contact with each other to fit the protrusion with the fitting hole. The segments can be joined very easily by the locking force between the protrusion and the fitting hole. That is, compared with the conventional fastening structure using bolts and nuts or the fastening structure that fastens bolts to the insert fitting, the labor required for the joining work can be significantly reduced and the automatic assembly by the robot can be facilitated. Further, since there is no bolt box or the like, the work of closing the bolt box can be omitted.
【0016】請求項2記載のセグメントによれば、それ
ぞれのセグメントの当接板の突起部と嵌合穴との係合力
によってそれぞれのセグメント同士を確実に接合させる
ことができる。請求項3記載のセグメントによれば、ス
キンプレート及びこれらスキンプレート同士の間に設け
られた補強鋼材によって大幅な強度向上が図られるとと
もに、補強鋼材に設けられた突起部と嵌合穴とが互いに
嵌合して接合されるので、さらなる確実な接合状態を確
保することができる。請求項4記載のセグメントによれ
ば、スキンプレートの間に設けられた補強鋼材に、突起
部と嵌合穴とが直接設けられて構造が簡略化されている
ので、コストダウンを図ることができる。According to the second aspect of the present invention, the respective segments can be reliably joined by the engaging force between the projection of the contact plate of each segment and the fitting hole. According to the segment described in claim 3, the skin plate and the reinforcing steel material provided between the skin plates greatly improve the strength, and the protrusion and the fitting hole provided on the reinforcing steel material are mutually Since they are fitted and joined together, a more reliable joined state can be secured. According to the segment of the fourth aspect, since the reinforcing steel material provided between the skin plates is directly provided with the projection and the fitting hole to simplify the structure, the cost can be reduced. .
【図1】本発明の実施例のセグメントの構成及び構造を
説明するセグメントの一部を平面視した平断面図であ
る。FIG. 1 is a plan sectional view of a part of a segment for explaining the configuration and structure of the segment according to an embodiment of the present invention.
【図2】本発明の実施例のセグメントを構成する雄型セ
グメントの斜視図である。FIG. 2 is a perspective view of a male segment that constitutes a segment according to an embodiment of the present invention.
【図3】本発明の実施例のセグメントを構成する雄型セ
グメントの正面図である。FIG. 3 is a front view of a male segment that constitutes the segment of the embodiment of the present invention.
【図4】本発明の実施例のセグメントを構成する雌型セ
グメントの斜視図である。FIG. 4 is a perspective view of a female segment that constitutes a segment according to an embodiment of the present invention.
【図5】本発明の実施例のセグメントを構成する雌型セ
グメントの正面図である。FIG. 5 is a front view of a female segment that constitutes a segment according to an embodiment of the present invention.
【図6】本発明の他の実施例のセグメントを構成する雄
型セグメントの平面図である。FIG. 6 is a plan view of a male segment that constitutes a segment of another embodiment of the present invention.
【図7】本発明の他の実施例のセグメントを構成する雄
型セグメントの正面図である。FIG. 7 is a front view of a male segment that constitutes a segment of another embodiment of the present invention.
【図8】本発明の他の実施例のセグメントを構成する雌
型セグメントの平面図である。FIG. 8 is a plan view of a female segment that constitutes a segment of another embodiment of the present invention.
【図9】本発明の他の実施例のセグメントを構成する雌
型セグメントの正面図である。FIG. 9 is a front view of a female segment that constitutes a segment of another embodiment of the present invention.
【図10】本発明の他の実施例のセグメントを構成する
雄型セグメントの斜視図である。FIG. 10 is a perspective view of a male segment that constitutes a segment of another embodiment of the present invention.
【図11】本発明の他の実施例のセグメントを構成する
雄型セグメントの正面図である。FIG. 11 is a front view of a male segment that constitutes a segment of another embodiment of the present invention.
【図12】本発明の他の実施例のセグメントを構成する
雌型セグメントの斜視図である。FIG. 12 is a perspective view of a female segment that constitutes a segment of another embodiment of the present invention.
【図13】本発明の他の実施例のセグメントを構成する
雌型セグメントの正面図である。FIG. 13 is a front view of a female segment that constitutes a segment of another embodiment of the present invention.
【図14】本発明の他の実施例のセグメントを説明する
雌型セグメントの斜視図である。FIG. 14 is a perspective view of a female segment for explaining a segment according to another embodiment of the present invention.
【図15】本発明の他の実施例のセグメントを構成する
雄型セグメントの平面図である。FIG. 15 is a plan view of a male segment that constitutes a segment of another embodiment of the present invention.
【図16】本発明の他の実施例のセグメントを構成する
雄型セグメントの正面図である。FIG. 16 is a front view of a male segment that constitutes a segment of another embodiment of the present invention.
【図17】本発明の他の実施例のセグメントを構成する
雌型セグメントの平面図である。FIG. 17 is a plan view of a female segment that constitutes a segment of another embodiment of the present invention.
【図18】本発明の他の実施例のセグメントを構成する
雌型セグメントの正面図である。FIG. 18 is a front view of a female segment that constitutes a segment of another embodiment of the present invention.
1 雄型セグメント(セグメント) 1a、2a 接合面 2 雌型セグメント(セグメント) 3 スキンプレート 4 せん断補強鋼材(補強鋼材) 5 接合突起 6 突起部 7 継手板(当接板) 8 接合凹部 9 嵌合穴 10 受け板(当接板) 1 Male Segment (Segment) 1a, 2a Joint Surface 2 Female Segment (Segment) 3 Skin Plate 4 Shear Reinforced Steel Material (Reinforced Steel Material) 5 Joint Protrusion 6 Protrusion 7 Joint Plate (Abutting Plate) 8 Joint Recess 9 Fitting Hole 10 Support plate (contact plate)
Claims (4)
されて、トンネル壁体を構成するセグメントであって、 互いに周方向へ接合される接合面は、掘削穴の軸方向に
対して傾斜されてなり、これら接合面の一方に、接合突
起が設けられ、他方に前記接合突起が嵌合可能な接合凹
部が形成され、 これら接合突起及び接合凹部は、互いに当接するととも
に、掘削穴の軸方向と直交する当接面を有し、 これら当接面には、互いに嵌合する突起部及び嵌合穴が
形成されてなることを特徴とするセグメント。1. A segment that constitutes a tunnel wall body by being joined together with their joining surfaces aligned with each other, and the joining surfaces that are joined in the circumferential direction are inclined with respect to the axial direction of the drill hole. The joining projection is provided on one of the joining surfaces, and the joining recess into which the joining projection can be fitted is formed on the other of the joining surfaces. The joining projection and the joining recess are in contact with each other and the shaft of the drill hole is formed. A segment having contact surfaces orthogonal to the direction, in which projections and fitting holes that fit with each other are formed.
記突起部及び前記嵌合穴が形成された当接板が設けられ
てなることを特徴とする請求項1記載のセグメント。2. The segment according to claim 1, wherein the joint protrusion and the joint recess are provided with an abutment plate on which the protrusion and the fitting hole are formed.
らスキンプレート同士の間に、補強鋼材が設けられてな
り、これら補強鋼材に、前記当接板が固定されてなるこ
とを特徴とする請求項2記載のセグメント。3. A skin plate is provided on the front and back sides, a reinforcing steel material is provided between the skin plates, and the abutting plate is fixed to the reinforcing steel material. The segment described in 2.
らスキンプレート同士の間に、補強鋼材が設けられてな
り、これら補強鋼材に、前記突起部及び前記穴部が設け
られてなることを特徴とする請求項1記載のセグメン
ト。4. A skin plate is provided on the front and back sides, and a reinforcing steel material is provided between the skin plates, and the reinforcing steel material is provided with the protrusion and the hole. The segment according to claim 1, wherein
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16421495A JP3558744B2 (en) | 1995-06-29 | 1995-06-29 | segment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16421495A JP3558744B2 (en) | 1995-06-29 | 1995-06-29 | segment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0913882A true JPH0913882A (en) | 1997-01-14 |
| JP3558744B2 JP3558744B2 (en) | 2004-08-25 |
Family
ID=15788842
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP16421495A Expired - Fee Related JP3558744B2 (en) | 1995-06-29 | 1995-06-29 | segment |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3558744B2 (en) |
-
1995
- 1995-06-29 JP JP16421495A patent/JP3558744B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JP3558744B2 (en) | 2004-08-25 |
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