JP2005002706A - Joint hardware for segment - Google Patents

Joint hardware for segment Download PDF

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Publication number
JP2005002706A
JP2005002706A JP2003169025A JP2003169025A JP2005002706A JP 2005002706 A JP2005002706 A JP 2005002706A JP 2003169025 A JP2003169025 A JP 2003169025A JP 2003169025 A JP2003169025 A JP 2003169025A JP 2005002706 A JP2005002706 A JP 2005002706A
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JP
Japan
Prior art keywords
joint
segment
hardware
anchor member
insertion hole
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JP2003169025A
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Japanese (ja)
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JP4522670B2 (en
Inventor
Noriyasu Yamamori
規安 山森
Yoshikazu Kido
義和 木戸
Hirotomo Kawachi
汎友 河内
Shuichi Yahagi
秀一 矢萩
Ikuo Fujiki
育雄 藤木
Takashi Oishi
敬司 大石
Yutaka Fujino
豊 藤野
Norihiko Udagawa
徳彦 宇田川
Kazusane Iwata
和実 岩田
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.)
Kumagai Gumi Co Ltd
Geostr Corp
Tokyo Metro Co Ltd
Original Assignee
Kumagai Gumi Co Ltd
Geostr Corp
Tokyo Metro Co Ltd
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Priority to JP2003169025A priority Critical patent/JP4522670B2/en
Publication of JP2005002706A publication Critical patent/JP2005002706A/en
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Publication of JP4522670B2 publication Critical patent/JP4522670B2/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a joint metal fitting for a segment, for securing rigidity to shearing force and tensile force acting on a joint part, by integrally casting a hardware body and an anchor member. <P>SOLUTION: The joint metal fitting 30 for the segment is composed of a bolt installing part 31 for forming a bolt inserting hole 31s, a joint body 34 for forming a fastening space part 33 arranged on the back face side of this bolt installing part 31, a first anchor member 35 projected in parallel to the shaft direction of the bolt inserting hole 31s from the outer peripheral part back face side of this joint body 34, and a second anchor member 36 projected in the center of an outer peripheral part of the joint body 34, so as to incline obliquely backward to a side surface 10c becoming a connecting surface of the segments 10 and 10 adjacent in the axis direction of a heading. The joint body 34, the first anchor member 35, and the second anchor member 36 are integrally formed by casting. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

【0001】
【発明の属する技術分野】
本発明は、セグメントの継手構造に関するもので、特に、隣接するセグメント間をボルト結合する際に用いられるセグメント用継手金物に関する。
【0002】
【従来の技術】
図9は、従来のボルト結合方式の継手金具を備えたセグメント50の斜視図で、このセグメント50は円周方向が円弧状に形成されている。上記セグメント50の円周方向の両端面50a,50bには、ボルトあるいはナットを締結するスペースである締結用空間部51,51が形成されており、この締結用空間部51,51内に円周方向に隣接するセグメント50,50をボルト結合するための継手板52,52がそれぞれ設けられている。この継手板52,52にはそれぞれボルト孔52s,52sが形成されており、一方のセグメント50の締結用空間部51から継手板52のボルト孔52sを介してボルトを挿入し、このボルトを他方のセグメント50の継手板52にナットにて固定することにより、円周方向に隣接するセグメント50,50を結合する。
また、上記セグメント50の切羽側の側面50cには、図10(a),(b)にも示すように、ピン部材挿入孔53sが形成された継手板53が配設されており、この継手板53の両面内面には、リブプレート54,54が内側に向かって突設され、このリブプレート54,54間に締結用空間部55が形成されている。また、上記継手板53の背面側で上記リブプレート54,54間には、上記ピン部材挿入孔53sに連通する連通孔56sが形成された平鋼56が取付けられている。一方、上記セグメント50の坑口側の側面50dの上記継手板53に対向する位置には、その先端が上記側面50dから突出する、先端部に袋ネジ57が設けられたピン部材58が固設されており、トンネル軸方向に隣接するセグメント50,50同士を結合する際には、上記ピン部材58の先端部を上記ピン部材挿入孔53s及び連通孔56sに挿入して嵌合させるとともに、上記締結用空間部55から、ワッシャ59を介して、上記袋ネジ57にボルト60を螺入して締結する。
【0003】
また、上記継手構造においては、継手部に作用する剪断力や引張力に対する剛性を確保するため、上記継手板53側では上記リブプレート54,54の外周部にそれぞれ、セグメントの接続面に対して斜め後方に傾斜する2本のアンカー材61,61、及び、ボルト挿入孔の軸方向に平行に突設された2本のアンカー材62,62を配置して、上記継手板53とリブプレート54,54とを補強するとともに、上記ピン部材58側には、上記ピン部材58を巻回するU字型のアンカー材63を配置して、上記ピン部材58を補強するようにしている(例えば、特許文献1参照)。
【0004】
【特許文献1】
特開平7−109895号公報(第4頁、図1−図3)
【0005】
【発明が解決しようとする課題】
しかしながら、上記継手構造においては、継手板53側を補強するためのアンカー材61,61及びアンカー材62,62や上記ピン部材58を補強するU字型のアンカー材63をネジ等で後付けする必要あるため、作業効率が悪かった。そこで、上記継手板53及びリブプレート54,54を一体に構成した継手金物とこの継手金物に取付けられる上記アンカー材61,62、あるいは、ピン部材58とこのピン部材58に取付けられる上記U字型のアンカー材63とを鋳造にて一体に形成することも考えられるが、アンカーの本数が多いことやアンカーの取付構造が複雑なため、鋳物の製作が技術的に困難であるだけでなく、鋳型作製コストが高くなってしまうといった問題点があった。
【0006】
本発明は、従来の問題点に鑑みてなされたもので、金物本体とアンカー部材とを一体に鋳造することができるとともに、継手部に作用する剪断力や引張力に対する剛性を確保することのできるセグメント用継手金具を提供することを目的とする。
【0007】
【課題を解決するための手段】
本発明者らは、鋭意検討を重ねた結果、上記継手金物に取付けられるアンカー材をそれぞれ1本にまとめることにより、継手金物本体とアンカー部材とを一体に鋳造することができるとともに、継手部に作用する剪断力や引張力に対する剛性についても十分確保できることを見いだし、本発明に到ったものである。
すなわち、本発明の請求項1に記載の発明は、隣接するセグメント同士を締結するためのセグメント用継手金物であって、セグメントの側面に開口するボルト挿入孔が形成されたボルト取付部と上記ボルト挿入孔の背面側に設けられた締結用空間部とを有する継手本体と、この継手本体の外周部背面側から上記ボルト挿入孔の軸方向に平行に突設されたアンカー部材とを鋳造にて一体に形成して成ることを特徴とするものである。
また、請求項2に記載の発明は、請求項1に記載のセグメント用継手金物において、上記継手本体の外周部に、セグメントの接続面に対して斜め後方に傾斜する第2のアンカー部材を設けるとともに、上記継手本体と上記アンカー部材及び上記第2のアンカー部材とを鋳造にて一体に形成したものである。
【0008】
請求項3に記載の発明は、請求項1または請求項2に記載のセグメント用継手金物において、上記継手本体の先端側に、先端部に袋ネジが設けられたインサート金物の先端部を挿入するためのインサート金物挿入孔を設けるとともに、上記インサート金物挿入孔の開口部に上記インサート金物の先端部をガイドするためのテーパ部を設けたものである。
請求項4に記載の発明は、請求項3に記載のセグメント用継手金物において、上記ボルト挿入孔の内径を上記インサート金物挿入孔の内径よりも小さくしたものである。
【0009】
また、請求項5に記載の発明は、隣接するセグメント同士を締結するためのセグメント用継手金物であって、先端部に袋ネジを有する金物本体と、この金物本体の外周側に突設された、セグメントの接続面に対して斜め後方に延長するアンカー部材とを鋳造にて一体に形成して成ることを特徴とするものである。
【0010】
【発明の実施の形態】
以下、本発明の実施の形態について、図面に基づき説明する。
図1及び図2は本発明の一実施の形態を示す図で、各図において、10は円周方向が円弧状に形成されたセグメント、21は上記セグメント10の円周方向の両端面10a,10bに埋設されたインサート部材、22はボルト締結用切り欠き部、23は内部にボルト24が挿入された図示しないシース管が固設されたボルト挿入孔で、円周方向に隣接するセグメント10,10同士をボルト結合する際には、上記ボルト締結用切り欠き部22から上記ボルト24を上記インサート部材21に螺着して、上記セグメント10,10同士を締結する。
また、30はセグメント10の切羽側の側面10cに配設された継手金物、40は上記セグメント10の坑口側の側面10dの上記継手金物30に対向する位置に配設されたインサート金物である。
【0011】
継手金物30は、セグメント10の切羽側の側面10c側に開口するボルト挿入孔31sが形成された板状のボルト取付部31、及び、このボルト取付部31の背面側に設けられた、ボルト32を締結するための締結用空間部33が形成された継手本体34と、この継手本体34の外周部背面側から上記ボルト挿入孔31sの軸方向に平行に、かつ、上記ボルト挿入孔31sの中心線に沿って上記継手本体34の後方に延長するように突設された第1のアンカー部材35と、上記継手本体34の外周部の中央に、坑道の軸方向に隣接するセグメント10,10の接続面となる上記側面10cに対して斜め後方に傾斜するように突設された第2のアンカー部材36とを備えている。本実施の形態では、上記継手金物30を製造する際に、上記継手本体34と上記第1及び第2のアンカー部材35,36とをダクタイル鋳造にて一体に鋳造している。
すなわち、本例の継手金物30は、従来のアンカー材61,62に相当する第1及び第2のアンカー部材35,36が、継手本体34の背面側と外周部からそれぞれ1本ずつ突出しているという簡単な構造なので、鋳物の製作技術としても従来の技術で十分対応でき、コスト的にも有利である。また、本発明による継手金物30の第1のアンカー部材35は継手本体34の背面側からボルト挿入孔31sの中心線上後方に突設されており、第2のアンカー部材36は継手本体34の外周部から斜め後方に傾斜するように突設されているので、上記第1及び第2のアンカー部材35,36をセグメント10のコンクリート内に深く定着することができる。したがって、アンカー部材をそれぞれ1本にまとめても上記継手金物30に作用する剪断力や引張力に対する剛性を十分確保することができ、剪断荷重に対するひび割れ抵抗力を向上させることができる。
【0012】
また、インサート金物40は、先端部にセグメント10の坑口側の側面10d側に開口する袋ネジ41が設けられた金物本体42と、この金物本体42の外周部の中央に、上記側面10dに対して斜め後方に傾斜するように突設されたアンカー部材43とを備えている。本例では、上記インサート金物40についても、上記金物本体42とアンカー部材43とをダクタイル鋳造にて一体に鋳造している。本例のインサート金物40においても、金物本体42はその後端部が上記袋ネジ41の軸方向に平行にセグメント10の内側に向かって延長されており、かつ、アンカー部材43が金物本体42の外周部から斜め後方に傾斜するように突設されているので、インサート金物40に作用する剪断力や引張力に対する剛性を十分確保することができる。
トンネル軸方向に隣接するセグメント10,10同士を結合する際には、上記継手金物30の締結用空間部33から、ワッシャ37を介して、上記袋ネジ41にボルト32を螺入して固定することにより、上記セグメント10,10同士を締結する。
【0013】
このように、本実施の形態では、セグメント10の切羽側の側面10cに配設される継手金物30を、ボルト挿入孔31sが形成された板状のボルト取付部31、及び、このボルト取付部31の背面側に設けられた、ボルト32を締結するための締結用空間部33が形成された継手本体34と、この継手本体34のの外周部背面側から上記ボルト挿入孔31sの軸方向に平行に突設された第1のアンカー部材35と、上記継手本体34の外周部の中央に、坑道の軸方向に隣接するセグメント10,10の接続面となる上記側面10cに対して斜め後方に傾斜するように突設された第2のアンカー部材36とから構成し、坑口側の側面10dに配設されるインサート金物40を、袋ネジ41が設けられた金物本体42と、この金物本体42の外周部の中央に斜め後方に傾斜するように突設されたアンカー部材43とから構成し、継手金物30の第1及び第2のアンカー部材35,36、及び、インサート金物40のアンカー部材43をセグメント10のコンクリート内に深く定着できるようにしたので、継手部に作用する剪断力や引張力に対する剛性を十分確保することができ、剪断荷重に対するひび割れ抵抗力を向上させることができる。また、上記第1及び第2のアンカー部材35,36、及び、上記アンカー部材43の構造が簡単であるので、剛性の高い継手金物30やインサート金物40を、鋳造にて、容易にかつ安価に製造することができる。
また、継手金物30の継手本体34と第1及び第2のアンカー部材35,36、及び、インサート金物40の金物本体42とアンカー部材43とは、いずれも、鋳造にて一体に形成されるので、アンカー材の後付け作業が省略でき、作業効率を大幅に向上させることができる。
【0014】
なお、上記実施の形態では、継手金物30とインサート金物40とを用いて隣接するセグメント10,10同士を結合する場合について説明したが、継手金物30のみを用いても隣接するセグメント10,10同士を締結することが可能である。すなわち、図3(a),(b)に示すように、継手金物30,30同士を、そのボルト挿入孔31s,31sが連通するように対向させて、一方の継手金物30の締結用空間部33から、上記ボルト挿入孔31s,31sを介してボルト32を他方の継手金物30の締結用空間部33まで通し、しかる後に、上記締結用空間部33にて、上記ボルト32にナット44を螺入して固定することにより隣接するセグメント10,10同士を締結する。
上記継手金物30,30は、いずれも上記第1及び第2のアンカー部材35,36を備えており、上記第1及び第2のアンカー部材35,36はそれぞれセグメント10のコンクリート内に深く定着させることができるので、剪断荷重に対するひび割れ抵抗力を向上させることができる。
また、図4に示すように、本例のインサート金物40と、従来と同様のボルト孔65sを有する継手板65とを組み合わせ、上記継手板65の背面側に設けられた締結用空間部66から上記インサート金物40の袋ネジ41に、ワッシャ37を介してボルト32を螺着させるようにしてもよい。上記インサート金物40のアンカー部材43は、セグメント10のコンクリート内に深く定着することができるので、剪断荷重に対するひび割れ抵抗力を大幅に向上させることができる。
【0015】
また、円周方向に隣接するセグメント10,10同士を締結する場合のように、継手部に作用する剪断力や引張力が比較的小さな場合には、図5(a),(b)に示すように、上記継手金物30に代えて、第2のアンカー部材36を省略した継手金物30Rを用いてもよい。また、図6(a)に示すように、第2のアンカー部材36を省略した継手金物30Rとアンカー部材43を省略したインサート金物40Rとを用いたり、図6(b)に示すように、第2のアンカー部材36を省略した2つの継手金物30R,30Rを用いたりしてセグメント10,10同士を締結するようにしてもよい。あるいは、図6(c)に示すように、アンカー部材43を省略したインサート金物40Rと、従来と同様のボルト孔65sを有する継手板65とを組み合わせてもよい。これにより、継手金物やインサート金物を更に容易にかつ安価に製造することができる。
また、図7(a),(b)に示すように、先端部をセグメント10の坑口側の側面10dから突出させたインサート金物40Zと、ボルト挿入孔31sの開口部側に上記インサート金物40Zの先端部を挿入するためのインサート金物挿入孔38を設けた継手金物30Zとを用いて隣接するセグメント10,10を結合するようにすれば、継手金物30Zとインサート金物40Zとの位置合わせを確実に行うことができ、セグメント10,10の組付けを容易にかつ精度よく行うことができる。このとき、上記ボルト挿入孔31sの内径を上記インサート金物挿入孔38の内径よりも小さく形成することが好ましい。これにより、ボルト取付部31の剛性を確保することができるとともに、ワッシャ37としてサイズの小さなものを使用しても十分に支圧面積を確保することができる。
また、上記インサート金物40Zの先端側に、先端側の幅が狭いテーパ部40Tを設けるようにすれば、継手金物30Zとインサート金物40Zとの位置合わせ精度を向上させることができる。更に、上記インサート金物挿入孔38の開口部に、上記インサート金物40Zのテーパ部40Tをガイドするためのテーパ部38Tを設けるようにすれば、継手金物30Zとインサート金物40Zとの位置合わせ精度を更に向上させることができる。
【0016】
また、上記例では、軸方向に隣接するセグメント10,10同士を締結する場合について説明したが、本例の継手金物30(あるいは、継手金物30R,30Z)とインサート金物40(あるいは、インサート金物40R,40Z)とを用いたり、2個の継手金物30,30を用いたりして、円周方向に隣接するセグメント10,10同士を締結することも可能であるが、図8(a),(b)に示すように、軸方向に隣接するセグメント10,10同士を締結する場合には、上記継手金物30Zとインサート金物40Z、あるいは、2個の継手金物30Z,30Zを用い、円周方向に隣接するセグメント10,10同士を締結する場合には、上記継手金物30Rとインサート金物40R、あるいは、2個の継手金物30R,30Rを用いることが好ましい。
また、上記インサート金物40と従来と同様のボルト孔65sを有する継手板65とを組み合わせても、軸方向だけでなく、円周方向に隣接するセグメント10,10同士を結合できることはいうまでもない。
【0017】
【発明の効果】
以上説明したように、本発明によれば、隣接するセグメント同士を締結するセグメント用継手金物を、セグメントの側面に開口するボルト挿入孔が形成されたボルト取付部と上記ボルト挿入孔の背面側に設けられた締結用空間部とを有する継手本体と、この継手本体の外周部背面側から上記ボルト挿入孔の軸方向に平行に突設されたアンカー部材とを鋳造にて一体に形成したので、剛性の高い継手金物を容易にかつ安価に得ることができる。
また、本発明のセグメント用継手金物は金物本体とアンカー部材を鋳造にて一体に形成されるので、アンカー材の後付け作業が省略でき、作業効率を大幅に向上させることができる。
また、上記継手本体の外周部に、セグメントの接続面に対して斜め後方に傾斜する第2のアンカー部材を設けるとともに、上記継手本体と上記アンカー部材及び上記第2のアンカー部材とを鋳造にて一体に形成することにより、更に剛性が高い継手金物を得ることができる。
【図面の簡単な説明】
【図1】本発明の一実施の形態を示す図である。
【図2】本実施の形態に係るセグメントの継手構造を示す図である。
【図3】本発明による継手構造の他の例を示す図である。
【図4】本発明による継手構造の他の例を示す図である。
【図5】本発明によるセグメント用継手金物の他の構成を示す図である。
【図6】本発明によるセグメント用継手金物の他の構成を示す図である。
【図7】本発明によるセグメント用継手金物の他の構成を示す図である。
【図8】本発明のセグメント用継手金物を用いたセグメントの結合方法の一例を示す図である。
【図9】従来のセグメントの接続方法を示す図である。
【図10】従来の継手構造を示す図である。
【符号の説明】
10 セグメント、21 インサート部材、22 ボルト締結用切り欠き部、23 ボルト挿入孔、24 ボルト、
30 継手金物、31 ボルト取付部、31s ボルト挿入孔、32 ボルト、33 締結用空間部、34 継手本体、35 第1のアンカー部材、
36 第2のアンカー部材、37 ワッシャ、38 インサート金物挿入孔、
40 インサート金物、41 袋ネジ、42 金物本体、43 アンカー部材。
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a joint structure of segments, and more particularly to a joint fitting for a segment used when bolting between adjacent segments.
[0002]
[Prior art]
FIG. 9 is a perspective view of a segment 50 provided with a conventional bolted joint fitting. The segment 50 is formed in an arc shape in the circumferential direction. Fastening space portions 51 and 51, which are spaces for fastening bolts or nuts, are formed on both end faces 50a and 50b in the circumferential direction of the segment 50. Circumferential spaces are formed in the fastening space portions 51 and 51. Joint plates 52 and 52 for bolting the segments 50 and 50 adjacent in the direction are provided. Bolt holes 52 s and 52 s are formed in the joint plates 52 and 52, respectively. The bolts are inserted from the fastening space portion 51 of one segment 50 through the bolt holes 52 s of the joint plate 52, and the bolts are connected to the other side. The segments 50 and 50 adjacent to each other in the circumferential direction are coupled to each other by fixing the joint plate 52 of the segment 50 with a nut.
Further, as shown in FIGS. 10A and 10B, a joint plate 53 in which a pin member insertion hole 53s is formed is disposed on the side face 50c on the face side of the segment 50. On both inner surfaces of the plate 53, rib plates 54, 54 project inward, and a fastening space 55 is formed between the rib plates 54, 54. Further, a flat steel 56 in which a communication hole 56 s communicating with the pin member insertion hole 53 s is formed between the rib plates 54, 54 on the back side of the joint plate 53 is attached. On the other hand, at a position facing the joint plate 53 on the side surface 50d on the wellhead side of the segment 50, a pin member 58 having a tip projecting from the side surface 50d and having a cap screw 57 at the tip is fixed. When the segments 50, 50 adjacent to each other in the tunnel axis direction are coupled to each other, the distal end portion of the pin member 58 is inserted into the pin member insertion hole 53s and the communication hole 56s to be fitted, and the fastening is performed. The bolt 60 is screwed into the bag screw 57 from the space portion 55 through the washer 59 and fastened.
[0003]
Further, in the joint structure, in order to ensure rigidity against shearing force and tensile force acting on the joint portion, on the joint plate 53 side, the outer peripheral portions of the rib plates 54 and 54 are respectively connected to the connection surfaces of the segments. The joint plate 53 and the rib plate 54 are arranged by arranging two anchor members 61 and 61 inclined obliquely rearward and two anchor members 62 and 62 projecting in parallel with the axial direction of the bolt insertion hole. 54, and a U-shaped anchor member 63 around which the pin member 58 is wound is disposed on the pin member 58 side to reinforce the pin member 58 (for example, Patent Document 1).
[0004]
[Patent Document 1]
Japanese Patent Laid-Open No. 7-109895 (page 4, FIGS. 1 to 3)
[0005]
[Problems to be solved by the invention]
However, in the joint structure, the anchor members 61 and 61 and the anchor members 62 and 62 for reinforcing the joint plate 53 side and the U-shaped anchor member 63 for reinforcing the pin member 58 must be retrofitted with screws or the like. As a result, work efficiency was poor. Therefore, a joint metal integrally formed with the joint plate 53 and the rib plates 54 and 54 and the anchor members 61 and 62 attached to the joint metal, or the pin member 58 and the U-shape attached to the pin member 58. It is conceivable that the anchor material 63 is integrally formed by casting. However, since the number of anchors is large and the anchor mounting structure is complicated, the casting is not only technically difficult to manufacture, but also a mold. There was a problem that the production cost would be high.
[0006]
The present invention has been made in view of the conventional problems. The metal body and the anchor member can be integrally cast, and the rigidity against the shearing force and the tensile force acting on the joint portion can be ensured. An object is to provide a joint fitting for a segment.
[0007]
[Means for Solving the Problems]
As a result of intensive studies, the inventors have been able to integrally cast the joint hardware body and the anchor member by combining the anchor materials to be attached to the joint hardware into one joint. It has been found that the rigidity against the acting shearing force and tensile force can be sufficiently secured, and the present invention has been achieved.
That is, the invention described in claim 1 of the present invention is a joint fitting for a segment for fastening adjacent segments, and the bolt mounting portion in which a bolt insertion hole opened on the side surface of the segment is formed, and the bolt A joint body having a fastening space provided on the back side of the insertion hole and an anchor member protruding in parallel with the axial direction of the bolt insertion hole from the back side of the outer peripheral part of the joint body by casting It is characterized by being formed integrally.
Moreover, the invention according to claim 2 is the joint metal fitting for segment according to claim 1, wherein a second anchor member that is inclined obliquely rearward with respect to the connection surface of the segment is provided on the outer periphery of the joint body. In addition, the joint body, the anchor member, and the second anchor member are integrally formed by casting.
[0008]
According to a third aspect of the present invention, in the joint fitting for a segment according to the first or second aspect, the distal end portion of the insert hardware provided with a cap screw at the distal end portion is inserted into the distal end side of the joint body. An insert hardware insertion hole is provided, and a tapered portion is provided at the opening of the insert hardware insertion hole for guiding the tip of the insert hardware.
According to a fourth aspect of the present invention, in the joint fitting for a segment according to the third aspect, the inner diameter of the bolt insertion hole is smaller than the inner diameter of the insert hardware insertion hole.
[0009]
Further, the invention according to claim 5 is a joint fitting for a segment for fastening adjacent segments, and is provided with a hardware main body having a cap screw at a tip portion, and projecting on an outer peripheral side of the hardware main body. The anchor member extending obliquely rearward with respect to the connecting surface of the segment is integrally formed by casting.
[0010]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
1 and 2 are diagrams showing an embodiment of the present invention. In each of the drawings, 10 is a segment in which the circumferential direction is formed in an arc shape, 21 is both end faces 10a in the circumferential direction of the segment 10, An insert member embedded in 10b, 22 is a bolt fastening notch, 23 is a bolt insertion hole in which a sheath tube (not shown) into which a bolt 24 is inserted is fixed, and a segment 10 adjacent in the circumferential direction, When the bolts 10 are joined together, the bolts 24 are screwed into the insert member 21 from the bolt fastening notches 22 to fasten the segments 10 and 10 together.
Reference numeral 30 denotes a joint fitting disposed on the side face 10c of the segment 10 on the face side, and 40 denotes an insert fitting disposed on the side face 10d of the segment 10 on the side face 10d facing the joint fitting 30.
[0011]
The joint hardware 30 includes a plate-like bolt mounting portion 31 in which a bolt insertion hole 31 s opened on the side surface 10 c side on the face side of the segment 10 is formed, and a bolt 32 provided on the back side of the bolt mounting portion 31. A joint main body 34 in which a fastening space 33 for fastening is formed, and the center of the bolt insertion hole 31 s in parallel to the axial direction of the bolt insertion hole 31 s from the outer peripheral portion back side of the joint main body 34 A first anchor member 35 projecting so as to extend rearward of the joint body 34 along the line, and the segments 10 and 10 adjacent to each other in the axial direction of the tunnel in the center of the outer periphery of the joint body 34 And a second anchor member 36 that protrudes obliquely rearward with respect to the side surface 10c serving as a connection surface. In the present embodiment, when the joint hardware 30 is manufactured, the joint body 34 and the first and second anchor members 35 and 36 are integrally cast by ductile casting.
That is, in the joint hardware 30 of this example, the first and second anchor members 35 and 36 corresponding to the conventional anchor materials 61 and 62 protrude from the back side and the outer peripheral portion of the joint body 34 one by one. Because of this simple structure, the conventional technique can sufficiently cope with the casting production technique, which is advantageous in terms of cost. Further, the first anchor member 35 of the joint hardware 30 according to the present invention protrudes from the back side of the joint body 34 to the rear of the center line of the bolt insertion hole 31 s, and the second anchor member 36 is the outer periphery of the joint body 34. The first and second anchor members 35, 36 can be deeply fixed in the concrete of the segment 10 because the first and second anchor members 35, 36 are projected obliquely rearward from the portion. Therefore, even if the anchor members are combined into one, sufficient rigidity against the shearing force and tensile force acting on the joint hardware 30 can be secured, and the crack resistance against the shearing load can be improved.
[0012]
In addition, the insert hardware 40 has a hardware main body 42 provided with a cap screw 41 opened on the side surface 10d side of the segment 10 at the front end portion, and the center of the outer peripheral portion of the hardware main body 42 with respect to the side surface 10d. And an anchor member 43 that protrudes obliquely rearward. In this example, also with respect to the insert hardware 40, the hardware body 42 and the anchor member 43 are integrally cast by ductile casting. Also in the insert hardware 40 of this example, the rear end of the hardware main body 42 is extended inward of the segment 10 in parallel to the axial direction of the cap screw 41, and the anchor member 43 is the outer periphery of the hardware main body 42. Since it protrudes so that it may incline in the back diagonally from a part, the rigidity with respect to the shearing force and tensile force which act on the insert metal fitting 40 can fully be ensured.
When joining the segments 10 and 10 adjacent to each other in the tunnel axis direction, the bolt 32 is screwed and fixed to the bag screw 41 through the washer 37 from the fastening space portion 33 of the joint hardware 30. As a result, the segments 10 and 10 are fastened together.
[0013]
Thus, in the present embodiment, the joint hardware 30 disposed on the side surface 10c on the face side of the segment 10 is replaced with the plate-like bolt mounting portion 31 in which the bolt insertion hole 31s is formed, and the bolt mounting portion. A joint main body 34 provided with a fastening space 33 for fastening the bolt 32 provided on the back side of 31 and the axial direction of the bolt insertion hole 31 s from the back side of the outer periphery of the joint main body 34. The first anchor member 35 projecting in parallel and the center of the outer peripheral portion of the joint body 34 are obliquely rearward with respect to the side surface 10c serving as a connection surface of the segments 10 and 10 adjacent in the axial direction of the tunnel. An insert hardware 40, which is composed of a second anchor member 36 projecting so as to incline and is disposed on the side surface 10d on the wellhead side, is a hardware body 42 provided with a cap screw 41, and the hardware body 42. Outside The first and second anchor members 35 and 36 of the joint hardware 30 and the anchor member 43 of the insert hardware 40 are segmented. Since it can fix deeply in the concrete of No. 10, the rigidity with respect to the shearing force and the tensile force acting on the joint portion can be sufficiently secured, and the crack resistance against the shearing load can be improved. In addition, since the structures of the first and second anchor members 35 and 36 and the anchor member 43 are simple, a highly rigid joint metal 30 and insert metal 40 can be easily and inexpensively formed by casting. Can be manufactured.
In addition, since the joint body 34 of the joint hardware 30 and the first and second anchor members 35 and 36 and the hardware body 42 and the anchor member 43 of the insert hardware 40 are all integrally formed by casting. The retrofitting work of the anchor material can be omitted, and the working efficiency can be greatly improved.
[0014]
In addition, in the said embodiment, although the case where the adjacent segments 10 and 10 were couple | bonded using the joint metal fitting 30 and the insert metal fitting 40 was demonstrated, even if only the joint metal fitting 30 is used, adjacent segments 10 and 10 are mutually. Can be concluded. That is, as shown in FIGS. 3 (a) and 3 (b), the joint hardware 30 and 30 are opposed to each other so that their bolt insertion holes 31s and 31s communicate with each other, and a fastening space portion of one joint hardware 30 is provided. 33, the bolt 32 is passed through the bolt insertion holes 31s, 31s to the fastening space portion 33 of the other joint hardware 30, and then the nut 44 is screwed onto the bolt 32 in the fastening space portion 33. Adjacent segments 10 and 10 are fastened by entering and fixing.
Each of the fitting hardwares 30 and 30 includes the first and second anchor members 35 and 36, and the first and second anchor members 35 and 36 are deeply fixed in the concrete of the segment 10, respectively. Therefore, the crack resistance against the shear load can be improved.
Further, as shown in FIG. 4, the insert hardware 40 of this example is combined with a joint plate 65 having the same bolt hole 65 s as the conventional one, and from the fastening space portion 66 provided on the back side of the joint plate 65. The bolt 32 may be screwed to the bag screw 41 of the insert hardware 40 via the washer 37. Since the anchor member 43 of the insert hardware 40 can be deeply fixed in the concrete of the segment 10, it is possible to greatly improve the crack resistance against the shear load.
[0015]
Moreover, when the shearing force and tensile force which act on a joint part are comparatively small like the case where the segments 10 and 10 adjacent in the circumferential direction are fastened, it shows to Fig.5 (a), (b). As described above, instead of the fitting hardware 30, a fitting hardware 30 </ b> R in which the second anchor member 36 is omitted may be used. Further, as shown in FIG. 6A, a fitting hardware 30R in which the second anchor member 36 is omitted and an insert hardware 40R in which the anchor member 43 is omitted may be used, or as shown in FIG. The segments 10 and 10 may be fastened together by using two joint hardware 30R and 30R in which the two anchor members 36 are omitted. Or as shown in FIG.6 (c), you may combine the metal fitting 40R which abbreviate | omitted the anchor member 43, and the coupling board 65 which has the bolt hole 65s similar to the past. Thereby, a fitting metal piece and an insert metal piece can be manufactured more easily and cheaply.
Further, as shown in FIGS. 7 (a) and 7 (b), an insert hardware 40Z having a tip protruded from the side surface 10d on the well opening side of the segment 10 and the insert hardware 40Z on the opening side of the bolt insertion hole 31s. If the adjacent segments 10 and 10 are coupled using the joint hardware 30Z provided with the insert hardware insertion hole 38 for inserting the tip portion, the alignment between the joint hardware 30Z and the insert metal 40Z is ensured. It is possible to assemble the segments 10 and 10 easily and accurately. At this time, it is preferable to form the inner diameter of the bolt insertion hole 31 s smaller than the inner diameter of the insert metal insertion hole 38. As a result, the rigidity of the bolt mounting portion 31 can be secured, and a sufficient bearing area can be secured even if a small size washer 37 is used.
Moreover, if the taper part 40T with the narrow width | variety on the front end side is provided in the front end side of the said insert metal fitting 40Z, the alignment precision of the joint metal fitting 30Z and the insert metal fitting 40Z can be improved. Furthermore, if a tapered portion 38T for guiding the tapered portion 40T of the insert metal piece 40Z is provided in the opening of the insert metal piece insertion hole 38, the alignment accuracy between the joint metal piece 30Z and the insert metal piece 40Z is further increased. Can be improved.
[0016]
Moreover, although the said example demonstrated the case where the segments 10 and 10 adjacent to an axial direction were fastened, the joint metal 30 (or joint metal 30R, 30Z) and the insert metal 40 (or insert metal 40R) of this example were demonstrated. , 40Z) or two joint fittings 30 and 30 can be used to fasten the segments 10 and 10 adjacent to each other in the circumferential direction. As shown in b), when the segments 10 and 10 adjacent to each other in the axial direction are fastened, the joint metal 30Z and the insert metal 40Z or the two metal joints 30Z and 30Z are used in the circumferential direction. When the adjacent segments 10 and 10 are fastened, the above-mentioned fitting hardware 30R and the insert fitting 40R, or two fitting fittings 30R and 30R may be used. It is preferred.
Further, it goes without saying that even if the insert metal piece 40 and the joint plate 65 having the same bolt hole 65s as in the prior art are combined, the segments 10 and 10 adjacent not only in the axial direction but also in the circumferential direction can be combined. .
[0017]
【The invention's effect】
As described above, according to the present invention, the joint fitting for a segment that fastens adjacent segments is connected to the bolt mounting portion in which the bolt insertion hole that opens on the side surface of the segment is formed and the back side of the bolt insertion hole. Since the joint body having the provided fastening space portion and the anchor member protruding in parallel with the axial direction of the bolt insertion hole from the outer peripheral portion back side of the joint body are integrally formed by casting, A joint metal with high rigidity can be obtained easily and inexpensively.
Moreover, since the metal joint body and the anchor member are integrally formed by casting in the joint metal fitting for a segment of the present invention, the retrofitting work of the anchor material can be omitted, and the work efficiency can be greatly improved.
In addition, a second anchor member that is inclined obliquely rearward with respect to the connection surface of the segment is provided on the outer periphery of the joint body, and the joint body, the anchor member, and the second anchor member are cast. By integrally forming, a joint metal with higher rigidity can be obtained.
[Brief description of the drawings]
FIG. 1 is a diagram showing an embodiment of the present invention.
FIG. 2 is a diagram showing a joint structure of segments according to the present embodiment.
FIG. 3 is a view showing another example of the joint structure according to the present invention.
FIG. 4 is a view showing another example of the joint structure according to the present invention.
FIG. 5 is a view showing another configuration of the joint fitting for a segment according to the present invention.
FIG. 6 is a view showing another configuration of the joint fitting for a segment according to the present invention.
FIG. 7 is a view showing another configuration of the joint fitting for a segment according to the present invention.
FIG. 8 is a diagram showing an example of a method of joining segments using the joint fitting for a segment of the present invention.
FIG. 9 is a diagram illustrating a conventional segment connecting method.
FIG. 10 is a view showing a conventional joint structure.
[Explanation of symbols]
10 segments, 21 insert members, 22 bolt fastening notches, 23 bolt insertion holes, 24 bolts,
30 joint fitting, 31 bolt mounting portion, 31s bolt insertion hole, 32 bolt, 33 fastening space portion, 34 joint body, 35 first anchor member,
36 second anchor member, 37 washer, 38 insert hardware insertion hole,
40 insert hardware, 41 cap screw, 42 hardware body, 43 anchor member.

Claims (5)

隣接するセグメント同士を締結するためのセグメント用継手金物であって、セグメントの側面に開口するボルト挿入孔が形成されたボルト取付部と上記ボルト挿入孔の背面側に設けられた締結用空間部とを有する継手本体と、この継手本体の外周部背面側から上記ボルト挿入孔の軸方向に平行に突設されたアンカー部材とを鋳造にて一体に形成して成ることを特徴とするセグメント用継手金物。A joint fitting for a segment for fastening adjacent segments to each other, a bolt mounting portion formed with a bolt insertion hole opened on a side surface of the segment, and a fastening space portion provided on the back side of the bolt insertion hole; A joint for a segment comprising: a joint body having a joint; and an anchor member projecting in parallel to the axial direction of the bolt insertion hole from the rear surface side of the outer periphery of the joint body. hardware. 上記継手本体の外周部に、セグメントの接続面に対して斜め後方に傾斜する第2のアンカー部材を設けるとともに、上記継手本体と上記アンカー部材及び上記第2のアンカー部材とを鋳造にて一体に形成したことを特徴とする請求項1に記載のセグメント用継手金物。A second anchor member inclined obliquely rearward with respect to the connection surface of the segment is provided on the outer peripheral portion of the joint body, and the joint body, the anchor member, and the second anchor member are integrated by casting. The joint fitting for a segment according to claim 1, which is formed. 上記継手本体の先端側に、先端部に袋ネジが設けられたインサート金物の先端部を挿入するためのインサート金物挿入孔を設けるとともに、上記インサート金物挿入孔の開口部に上記インサート金物の先端部をガイドするためのテーパ部を設けたことを特徴とする請求項1または請求項2に記載のセグメント用継手金物。Provided on the distal end side of the joint body is an insert hardware insertion hole for inserting the distal end portion of the insert hardware having a cap screw at the distal end, and the distal end portion of the insert hardware in the opening of the insert hardware insertion hole. The segment fitting according to claim 1 or 2, wherein a taper portion is provided for guiding the segment. 上記ボルト挿入孔の内径を上記インサート金物挿入孔の内径よりも小さくしたことを特徴とする請求項3に記載のセグメント用継手金物。The joint metal fitting for a segment according to claim 3, wherein an inner diameter of the bolt insertion hole is smaller than an inner diameter of the insert metal insertion hole. 隣接するセグメント同士を締結するためのセグメント用継手金物であって、先端部に袋ネジを有する金物本体と、この金物本体の外周側に突設された、セグメントの接続面に対して斜め後方に延長するアンカー部材とを鋳造にて一体に形成して成ることを特徴とするセグメント用継手金物。A joint fitting for a segment for fastening adjacent segments to each other, which is obliquely rearward with respect to the connection surface of the segment projecting on the outer peripheral side of the hardware main body having a cap screw at the front end. A joint fitting for a segment, wherein an extending anchor member is integrally formed by casting.
JP2003169025A 2003-06-13 2003-06-13 Segment fitting hardware Expired - Fee Related JP4522670B2 (en)

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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07109895A (en) * 1993-10-13 1995-04-25 Teito Kousokudo Kotsu Eidan Coupling structure for segment
JPH09221996A (en) * 1996-02-16 1997-08-26 Kubota Corp Joint hardware for concrete segment
JPH10169382A (en) * 1996-12-13 1998-06-23 C I Kasei Co Ltd Connection structure of segment for tunnel
JP2000064791A (en) * 1998-06-12 2000-02-29 Kumagai Gumi Co Ltd Joint structure by male-female metal fitting and segment using the same
JP2000204890A (en) * 1999-01-12 2000-07-25 Ishikawajima Constr Materials Co Ltd Segment connecting structure
JP2001152792A (en) * 1999-11-24 2001-06-05 Nitto Kohki Co Ltd Joint device for segment
JP2001164890A (en) * 1999-12-10 2001-06-19 Kumagai Gumi Co Ltd Joint structure for automatic connection type concrete member

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07109895A (en) * 1993-10-13 1995-04-25 Teito Kousokudo Kotsu Eidan Coupling structure for segment
JPH09221996A (en) * 1996-02-16 1997-08-26 Kubota Corp Joint hardware for concrete segment
JPH10169382A (en) * 1996-12-13 1998-06-23 C I Kasei Co Ltd Connection structure of segment for tunnel
JP2000064791A (en) * 1998-06-12 2000-02-29 Kumagai Gumi Co Ltd Joint structure by male-female metal fitting and segment using the same
JP2000204890A (en) * 1999-01-12 2000-07-25 Ishikawajima Constr Materials Co Ltd Segment connecting structure
JP2001152792A (en) * 1999-11-24 2001-06-05 Nitto Kohki Co Ltd Joint device for segment
JP2001164890A (en) * 1999-12-10 2001-06-19 Kumagai Gumi Co Ltd Joint structure for automatic connection type concrete member

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