JP4419820B2 - Ring fitting for segment - Google Patents

Ring fitting for segment Download PDF

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JP4419820B2
JP4419820B2 JP2004350050A JP2004350050A JP4419820B2 JP 4419820 B2 JP4419820 B2 JP 4419820B2 JP 2004350050 A JP2004350050 A JP 2004350050A JP 2004350050 A JP2004350050 A JP 2004350050A JP 4419820 B2 JP4419820 B2 JP 4419820B2
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joint
male joint
segment
male
plate member
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JP2006161284A (en
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淳 岡田
篤敬 川畑
伸明 滝口
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JFE Engineering Corp
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Description

本発明は、トンネル等の土木構造物に用いられるセグメント同士を連結するためのリング継手に関するものである。   The present invention relates to a ring joint for connecting segments used in a civil engineering structure such as a tunnel.

トンネル工法として、主要な工法の一つであるシールド工法は、シールドを地中に推進させ、シールド外殻及びセグメントにより保持しながら土砂の崩壊を防ぎ、トンネルを構築する工法である。   As a tunnel construction method, the shield construction method, which is one of the main construction methods, is a construction method for constructing a tunnel by propelling the shield into the ground and preventing the earth and sand from collapsing while being held by the shield shell and segments.

シールド工法において、リング状のセグメント部材であるセグメントリングを軸方向に連結していくリング継手の従来技術1として、図7にボルト接合継手を示す。このボルト接合継手は、各セグメントリング105、106に孔をあけ、ボルト101とナット103により締め付けを行って接合するものである。図において、104はワッシャである。   FIG. 7 shows a bolted joint as a prior art 1 of a ring joint in which the segment rings, which are ring-shaped segment members, are connected in the axial direction in the shield method. This bolted joint is formed by making holes in the segment rings 105 and 106 and fastening them with bolts 101 and nuts 103. In the figure, reference numeral 104 denotes a washer.

又、従来技術2として、図8に特許文献1のトンネル覆工用セグメントのリング継手を示す。これは、互いに相対するリング継手面216、218を有する2つのトンネル覆工用セグメント210、212を互いに連結するためのリング継手214であって、一方のセグメント210に固定された該セグメントのリング継手216から伸びる、先細の先端部234及びくびれ238のある胴部236を有するピン222と、他方のセグメント212に設けられた該セグメントのリング面218に開放する前記ピン222のための挿入空間224と、該挿入空間224に挿入される前記ピン222の横断方向へ互いに挿入可能であるように前記挿入空間224に保持された互いに接する一対の可動部材226、228であって、前記挿入空間224に挿入される前記ピン222の先端部234からその胴部236のくびれ238までの挿通を許し且つ可動部材226、228の移動により拡開可能である孔252を協同して規定し、又、両可動部材の接触面が前記ピン222の挿入方向に関してその前方からその後方へ向けて傾斜(244)している一対の可動部材226、228と、前記他方のセグメント212の挿入空間224に保持された少なくとも2つのばね部材230、232であって、両可動部材226、228に対して前記孔252の拡開を制限するようにそれぞればね力を及ぼす、少なくとも2つのばね部材230、232とを含むリング継手214である。   Further, as prior art 2, FIG. 8 shows a ring joint of a tunnel lining segment of Patent Document 1. In FIG. This is a ring joint 214 for connecting two tunnel lining segments 210, 212 having ring joint surfaces 216, 218 opposite to each other, the ring joint of the segment being fixed to one segment 210. A pin 222 having a tapered tip 234 and a waist 236 with a constriction 238 extending from 216, and an insertion space 224 for the pin 222 open to the ring surface 218 of the other segment 212. A pair of movable members 226 and 228 which are held in the insertion space 224 so as to be inserted into each other in the transverse direction of the pin 222 inserted into the insertion space 224, and are inserted into the insertion space 224. Inserted from the tip 234 of the pin 222 to the constriction 238 of the body 236 And the hole 252 that can be expanded by the movement of the movable members 226 and 228 is cooperatively defined, and the contact surfaces of both movable members are inclined from the front to the rear with respect to the insertion direction of the pin 222. (244) a pair of movable members 226, 228 and at least two spring members 230, 232 held in the insertion space 224 of the other segment 212, with respect to both the movable members 226, 228. A ring joint 214 including at least two spring members 230, 232 each exerting a spring force to limit the opening of the hole 252.

図において、240は、セグメント210に埋設された、ピン222が溶接される補強板、242は、ピン222に溶接され、且つ、セグメント210に埋設されたアンカー筋、258は、セグメント212に埋設され、リング継手面218に露出する補強板、260は、セグメント212に埋設された板、262は、両板258、260に溶接されたフレーム、264、266は、両板258、260に形成された、ピン222の通過孔、268は、セグメント212中に埋設されたアンカー筋である。   In the figure, 240 is a reinforcing plate embedded in the segment 210 and welded to the pin 222, 242 is welded to the pin 222, and anchor bars 258 embedded in the segment 210 are embedded in the segment 212. , A reinforcing plate exposed on the ring joint surface 218, 260 is a plate embedded in the segment 212, 262 is a frame welded to both plates 258 and 260, and 264 and 266 are formed on both plates 258 and 260. , A through hole 268 of the pin 222 is an anchor bar embedded in the segment 212.

又、特許文献2には、円筒形の部材厚が先端部になるに従い徐々に薄く形成されるように内周面にテーパーが設けられた雄型部材を、先端部及び底部に比べ中央部の断面を小さくした雌穴に挿入するようにされた継手が記載され、特許文献3には、鋼殻セグメントにおけるトンネル円周方向継手部材を、相対する部材間で接触可能な、組立時位置決めガイド兼用の係合凹部と係合凸部を有する継手部板状鋼材で構成した複雑な構造の鋼殻セグメントが記載され、特許文献4には、先端に向うほど径が小さくなるテーパー形状の頭部を有する雄継手を、弾性変形可能な板体と、各板体の先部から内側に向って突出して、雄継手の頭部を挿入した際に、雄継手の底部に掛合する掛合部とを備えた雌継手に挿入することにより接合するようにした継手部材が記載され、特許文献5には、円筒くぼみ付き雄と円筒状に配置された引掛けばねを組合せた継手金具が記載され、特許文献6には、円筒くびれ付き雄と円筒状に配置された板ばねを組合せたセグメントの接合構造が記載され、特許文献7には、底部に向かって断面が徐々に広がるテーパー形状の内周面を有する固定孔が設けられた雌型部材と、前記固定孔と嵌合する外形の雄型部材を組合せた継手が記載されている。   In Patent Document 2, a male member having a taper on the inner peripheral surface so that the thickness of the cylindrical member is gradually decreased as the tip portion is formed becomes smaller at the center portion than at the tip portion and the bottom portion. A joint designed to be inserted into a female hole having a reduced cross section is described. Patent Document 3 also serves as a positioning guide for assembly that can contact a tunnel circumferential joint member in a steel shell segment between opposing members. A steel shell segment having a complicated structure composed of a plate-shaped steel member having a joint portion having an engagement concave portion and an engagement convex portion is described. Patent Document 4 describes a tapered head portion whose diameter decreases toward the tip. A male joint having an elastically deformable plate body, and a hook portion that protrudes inward from the front portion of each plate body and engages with the bottom portion of the male joint when the head portion of the male joint is inserted. A joint that is joined by inserting it into a female joint In Patent Document 5, a joint fitting is described in which a male with a cylindrical recess and a hook spring arranged in a cylindrical shape are combined. In Patent Document 6, a male with a cylindrical constriction is arranged in a cylindrical shape. The joint structure of the segment which combined the leaf | plate spring is described, and patent document 7 describes the female-type member provided with the fixing hole which has a taper-shaped inner peripheral surface where a cross section spreads gradually toward a bottom part, and said fixing A joint is described that combines a male member of an outer shape that fits into a hole.

特開2003−328693号公報JP 2003-328893 A 特開2003−193797号公報JP 2003-193797 A 特開2002−81297号公報JP 2002-81297 A 特開2002−106292号公報JP 2002-106292 A 特開2001−107688号公報JP 2001-107688 A 特開平10−82283号公報JP-A-10-82283 特開2003−262092号公報JP 2003-262092 A

しかしながら従来技術1のボルト接合継手は、接合面の孔位置を正確に合わせなければならないという問題がある。又、一般に、ボルトの締め付け作業を狭小空間且つ高所で行なう必要がある。このような場合は、ボルトの締め付け作業が煩雑且つ困難となり、多大な時間と費用が必要となる。   However, the bolt-joint joint of Prior Art 1 has a problem that the hole position of the joint surface must be accurately matched. In general, it is necessary to perform the tightening operation of the bolt in a narrow space and at a high place. In such a case, the bolt tightening operation becomes complicated and difficult, and a lot of time and cost are required.

一方、従来技術2に関しては、ばね部材230、232を用いた複雑な機構であり、又、継手214の部品数も多いため、継手の加工及び製作がコスト高となる。セグメント工法においては数多くのリング継手が必要であり、継手のコスト高は大きな問題となる。   On the other hand, the related art 2 is a complicated mechanism using the spring members 230 and 232, and the number of parts of the joint 214 is large, so that the processing and manufacturing of the joint are expensive. In the segment method, a large number of ring joints are required, and the high cost of the joints is a big problem.

更に、特許文献2乃至7に記載の従来技術も、構造が複雑だったり、施行が容易でないという問題点を有していた。   Furthermore, the prior arts described in Patent Documents 2 to 7 also have problems that the structure is complicated and the enforcement is not easy.

本発明は、前記従来の問題点を解決するべくなされたもので、安価で、施工が容易であり、引き抜き耐力が大きなセグメント用リング継手を提供することを課題とする。   The present invention has been made to solve the above-described conventional problems, and an object thereof is to provide a segment ring joint that is inexpensive, easy to construct, and has a high pulling strength.

明は、トンネル壁体を構築するセグメントをトンネル軸方向に連結するための継手であって、トンネルの軸方向に位置する2つのセグメント部材のうち、一方のセグメント部材に設けられた雄継手と、前記一方のセグメント部材と相対する面に位置する他方のセグメント部材に設けられた雌継手とにより構成され、前記雄継手は、前記雌継手と嵌合する方向に突出した雄継手頭部、雄継手くびれ部、雄継手軸部を有し、前記雌継手は、前記雄継手頭部、前記雄継手くびれ部、前記雄継手軸部を挿通できる大きさの雌継手孔部を有し、該雌継手孔部の背面に板部材変形部、板部材固定部を有する板部材を配設し、前記雄継手が挿入されたときに、該板部材変形部が挿入方向に変形し、且つ前記雄継手頭部が該板部材変形部に挿通後、前記板部材変形部が弾性復帰して、雄継手くびれ部に掛合し、さらに、前記板部材には、引き抜き力に対する該板部材変形部の変形を抑制するための補強部材が設けられていることを特徴とするセグメント用リング継手により、上記課題を解決したものである。
本発明において、さらに、前記一方のセグメント部材には前記雄継手が貫通できる貫通孔が設けられ、該貫通孔の内周面および前記雄継手軸部の外周面にそれぞれねじ溝が設けられ、前記雄継手軸部と前記貫通孔とが噛合されることにより前記雄継手は前記一方のセグメント部材に固定されており、前記雄継手軸部を回転させて挿入方向と反対方向に後退させることにより、前記板部材変形部と前記雄継手くびれ部との間のクリアランスを調整することができるようにされていてもよい。
This onset Ming is a joint for connecting the segments to construct the tunnel wall in the tunnel axis, one of the two segments member positioned in the axial direction of the tunnel, a male joint provided on one segment member And a female joint provided on the other segment member located on the surface facing the one segment member, and the male joint is a male joint head protruding in a direction of fitting with the female joint, A male joint constriction portion, a male joint shaft portion, and the female joint has a male joint head portion, the male joint constriction portion, and a female joint hole portion of a size that can be inserted through the male joint shaft portion, A plate member having a plate member deforming portion and a plate member fixing portion is disposed on the back surface of the female joint hole, and when the male joint is inserted, the plate member deforming portion is deformed in the insertion direction, and the male After the joint head is inserted into the plate member deformation portion, the plate The material deforming portion is elastically restored to engage with the male joint constricted portion, and the plate member is further provided with a reinforcing member for suppressing deformation of the plate member deforming portion with respect to a pulling force. The above-described problems are solved by the segment ring joint.
Oite this onset bright, furthermore, said one segment member said male coupling through hole is provided that can penetrate, provided that the inner circumferential surface and each screw groove on an outer peripheral surface of the male coupling shaft portion of the through hole The male joint shaft and the through hole are engaged with each other so that the male joint is fixed to the one segment member, and the male joint shaft is rotated and retracted in the direction opposite to the insertion direction. Thus, the clearance between the plate member deforming portion and the male joint constriction portion may be adjusted.

又、前記板部材2つを、該雌継手孔部の背面に対をなすように配設してもよい。   Further, the two plate members may be disposed so as to make a pair on the back surface of the female joint hole.

又、前記板部材変形部のうち、雄継手くびれ部に掛合する部分に切り欠き部を設けて、嵌合を確実とし、引き抜き耐力を増大させてもよい。   Further, a notch portion may be provided in a portion of the plate member deformed portion that engages with the constricted constricted portion to ensure the fitting and increase the pulling strength.

又、前記雄継手と雌継手の係合面に凹凸を形成して、嵌合を確実とし、引き抜き耐力を増大させてもよい。   Further, irregularities may be formed on the engagement surfaces of the male joint and the female joint to ensure fitting and increase the pulling strength.

更に、前記雄継手及び雌継手を鋼製としてもよい。   Furthermore, the male joint and the female joint may be made of steel.

更に又、前記板部材をばね鋼としてもよい。   Furthermore, the plate member may be spring steel.

本発明によるリング継手においては、雄継手を雌継手に挿入するだけで継手が嵌合し、セグメントの連結が可能となり、ボルト接合継手のようにボルトの締め付け作業が不要となる。又、雄継手軸部に対し、雌継手孔部の径を所定のクリアランスを設けて設定してあるので、2つのセグメント部材間の継手位置に多少のずれが生じている場合でも、セグメントの連結が可能となる。又、板部材に補強部材が設けられており、引き抜き力に対する板部材変形部の変形を抑制することができる。又、一方のセグメント部材に雄継手が貫通できる貫通孔が設けられ、該貫通孔の内周面および雄継手軸部の外周面にそれぞれねじ溝が設けられ、雄継手軸部と貫通孔とが噛合されることにより雄継手が前記一方のセグメント部材に固定されている場合には、雄継手と雌継手の間のクリアランスの微調整が必要な場合にも、比較的簡単に行なうことができる。 In the ring joint according to the present invention, the joint can be fitted and the segments can be connected simply by inserting the male joint into the female joint, and bolt tightening work is not required as in the bolt joint. In addition, since the diameter of the female joint hole is set with a predetermined clearance with respect to the male joint shaft, even if there is some deviation in the joint position between the two segment members, the segment connection Is possible. Further, the reinforcing member is provided on the plate member, and the deformation of the plate member deforming portion with respect to the pulling force can be suppressed. In addition, a through hole through which the male joint can pass is provided in one segment member, and a thread groove is provided in each of the inner peripheral surface of the through hole and the outer peripheral surface of the male joint shaft portion. When the male joint is fixed to the one segment member by meshing , even if fine adjustment of the clearance between the male joint and the female joint is necessary, it can be performed relatively easily.

以上により、ボルト接合継手など従来技術と比較して現場における施工作業が軽減され、工費と工期の低減効果が得られる。   As described above, the construction work at the site is reduced as compared with the prior art such as a bolted joint, and an effect of reducing the construction cost and the construction period can be obtained.

更に、本発明によるリング継手は、単純な板状の部材を主体として構成され、又、孔あけ加工も単純(深さ方向にテーパーが無く等径)であるため、製作、加工、溶接などの作業が容易である。従って、継手の製作コストの低減、施工性向上の効果が得られ、製作精度の確保も容易となる。   Furthermore, the ring joint according to the present invention is mainly composed of a simple plate-like member, and the drilling process is also simple (there is no taper in the depth direction and has the same diameter). Work is easy. Therefore, the effect of reducing the manufacturing cost of the joint and improving the workability can be obtained, and the manufacturing accuracy can be easily ensured.

以下、図面を参照して、本発明の実施形態を詳細に説明する。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.

図1(A)、(B)に、セグメント部材1と2を嵌合する前の本発明の構成要素の一部を備えた参考実施形態の雄継手10及び雌継手30の(A)左側面図及び(B)正面から見た断面図を示す。トンネルの軸方向に位置する2つのセグメント1、2のうち、一方(図の右側)のセグメント部材1には雄継手10が設けられ、他方(図の左側)のセグメント部材2には雌継手30が設けられている。 (A) Left side surface of male joint 10 and female joint 30 of reference embodiment provided with a part of the components of the present invention before fitting segment members 1 and 2 in FIGS. The figure and (B) sectional drawing seen from the front are shown. Of the two segments 1 and 2 located in the axial direction of the tunnel, one (right side in the figure) segment member 1 is provided with a male joint 10, and the other (left side in the figure) segment member 2 is provided with a female joint 30. Is provided.

雄継手10は、雄継手頭部12、雄継手くびれ部14、雄継手軸部16、雄継手ねじ頭部20から構成され、雄継手ねじ部18により、セグメント部材1と固定されている。   The male joint 10 includes a male joint head portion 12, a male joint constricted portion 14, a male joint shaft portion 16, and a male joint screw head portion 20. The male joint screw portion 18 is fixed to the segment member 1.

雌継手30は、雌継手孔部32と、板部材固定部34a、板部材変形部34b、板部材切り欠き部34cを含む板部材34とから構成され、板部材固定部34aを介して、溶接接合等により、セグメント部材2に固定されている。雌継手孔部32は、雄継手10が所定のクリアランスをもって挿通できる大きさに設定されている。又、板部材切り欠き部34cは、雄継手挿通後、雄継手くびれ部14に掛合する大きさに設定されている。   The female joint 30 includes a female joint hole 32, and a plate member 34 including a plate member fixing portion 34a, a plate member deforming portion 34b, and a plate member notch portion 34c, and is welded via the plate member fixing portion 34a. It is fixed to the segment member 2 by joining or the like. The female joint hole 32 is set to a size that allows the male joint 10 to be inserted with a predetermined clearance. The plate member notch 34c is set to a size that engages with the male joint constriction 14 after the male joint is inserted.

板部材34は、比較的高い剛性を有し、且つ、板部材変形部34bが、雄継手10を雌継手30に挿入した際に変形するように構成されている。又、板部材固定部34aは、雄継手挿通の際、あるいは、雄継手挿通後に引き抜き力が働いた場合に、板部材34がセグメント部材2に固定された状態を保持できる強度を有している。   The plate member 34 has relatively high rigidity, and is configured such that the plate member deforming portion 34 b is deformed when the male joint 10 is inserted into the female joint 30. The plate member fixing portion 34a has a strength capable of maintaining the state in which the plate member 34 is fixed to the segment member 2 when a male joint is inserted or when a pulling force is applied after the male joint is inserted. .

図2に雄継手10を雌継手30に挿入中の状態を示す。雄継手10を雌継手30に挿入する際には、板部材変形部34bが、矢印Aに示す如く、片持ち梁状に変形する。雄継手10を雌継手30に挿入する方向に対しては、板部材変形部34bの変形可能長さLが大きいため、板部材変形部34bが小さい力で変形する。板部材変形部34bが一定量変形したところで、図3に矢印Bで示すように、板部材切り欠き部34cが雄継手くびれ部14に嵌合する。これにより、セグメント部材1、2を連結した状態を維持できる。又、雄継手軸部16に対し、雌継手孔部32の径を所定のクリアランスを設けて大きく設定してあるので、セグメント部材1とセグメント部材2間の継手位置に多少のずれが生じている場合でも、セグメントの連結が可能となる。以上により、スムーズな挿入性が得られる。なお、板部材切り欠き部34cは、雄継手くびれ部14の形状に合わせて設けるものであり、それにより、雄継手くびれ部14に対する接触面積が増大するため、雄継手くびれ部14に確実に嵌合でき、且つ引き抜き耐力が増大する。なお、板部材切り欠き部34cを省略することもできる。   FIG. 2 shows a state in which the male joint 10 is being inserted into the female joint 30. When the male joint 10 is inserted into the female joint 30, the plate member deforming portion 34 b is deformed into a cantilever shape as indicated by an arrow A. With respect to the direction in which the male joint 10 is inserted into the female joint 30, the deformable length L of the plate member deforming portion 34b is large, so that the plate member deforming portion 34b is deformed with a small force. When the plate member deforming portion 34b is deformed by a certain amount, the plate member notch portion 34c is fitted into the male joint constricted portion 14 as shown by an arrow B in FIG. Thereby, the state which connected the segment members 1 and 2 can be maintained. In addition, since the diameter of the female joint hole 32 is set large with a predetermined clearance with respect to the male joint shaft portion 16, there is a slight shift in the joint position between the segment member 1 and the segment member 2. Even in this case, the segments can be connected. As described above, smooth insertability can be obtained. The plate member notch portion 34c is provided in accordance with the shape of the male joint constriction portion 14, thereby increasing the contact area with the male joint constriction portion 14, so that the plate member notch portion 34c is securely fitted to the male joint constriction portion 14. And the pulling-out strength increases. The plate member notch 34c can be omitted.

雄継手10と継手30の間にクリアランスの微調整が必要な場合には、図4に示すように、雄継手ねじ頭部20を矢印Cに示す如く回転させて、矢印Dに示すように、軸部16を図の右方に後退させることにより行なう。これにより、雄継手10と雌継手30を強固に接合することも可能である。 When fine adjustment of the clearance between the male joint 10 and the female joint 30 is required, the male joint screw head 20 is rotated as shown by an arrow C as shown in FIG. This is done by retracting the shaft portion 16 to the right in the figure. Thereby, it is also possible to join the male joint 10 and the female joint 30 firmly.

なお、本実施形態において、雄継手ねじ部18及び雄継手ねじ頭部20の形状は、ボルト形状としたが、雄継手10の長手方向の位置を調整できれば他の形状及び方法としてもよい。又、雄継手10と雌継手30の間のクリアランスの微調整を行なう必要がなければ、雄継手ねじ部18及び雄継手ねじ頭部20を設けずに、雄継手軸部16をセグメント部材1に直接固定することも可能である。   In addition, in this embodiment, although the shape of the male joint screw part 18 and the male joint screw head 20 was made into the bolt shape, as long as the position of the longitudinal direction of the male joint 10 can be adjusted, it is good also as another shape and method. Further, if fine adjustment of the clearance between the male joint 10 and the female joint 30 is not required, the male joint shaft portion 16 can be used as the segment member 1 without providing the male joint screw portion 18 and the male joint screw head 20. It is also possible to fix directly.

更に、雌継手孔部32、板部材34、板部材切り欠き部34cの形状は、本実施形態に示されたものに限らず、長方形、円形、楕円形断面等としてもよい。   Furthermore, the shapes of the female joint hole 32, the plate member 34, and the plate member notch 34c are not limited to those shown in the present embodiment, and may be a rectangle, a circle, an elliptical cross section, or the like.

又、板部材34の個数も、2個に限定することなく、2個以上の複数個設けても構わない。板部材34の設置位置については、雌継手30の背面上であれば特に限定されない。   Further, the number of plate members 34 is not limited to two, and a plurality of plate members 34 may be provided. The installation position of the plate member 34 is not particularly limited as long as it is on the back surface of the female joint 30.

嵌合後に引き抜き力が作用した状態を図5に示す。引き抜き力に対しては、板部材切り欠き部34cが雄継手くびれ部14に掛合することにより抵抗する。この際、板部材変形部34bの変形可能長さLが小さいため、引き抜き力の方向への変形に対して板部材変形部34bは殆んど変形しない。又、変形可能長さ以外の板部材変形部34bは、引き抜き力に対して支圧力で抵抗する。以上により、大きな引き抜き耐力が得られる。   FIG. 5 shows a state where the pulling force is applied after the fitting. The pulling force is resisted by the plate member notch 34c engaging the male joint constriction 14. At this time, since the deformable length L of the plate member deforming portion 34b is small, the plate member deforming portion 34b hardly deforms with respect to the deformation in the direction of the pulling force. Further, the plate member deforming portion 34b other than the deformable length resists the pulling force with a supporting pressure. As described above, a large pulling strength can be obtained.

次に、請求項に係る本発明の実施形態を図6に示す。この実施形態は、引き抜き力に対する板部材34の抵抗力を増大させるために、板部材34に補強部材36を設けたものである。 Next, an implementation form of the present invention according to claim 1 in FIG. Implementation form of this is to increase the resistance of the plate member 34 with respect to pulling force, is provided with a reinforcing member 36 to the plate member 34.

補強部材36の設置位置は、引き抜き力に対する板部材34の変形を抑制できる位置に設ける。例えば、本実施形態においては、雌継手孔部32の縁端部の直上位置における板部材上に補強部材36を設置している。   The installation position of the reinforcing member 36 is provided at a position where the deformation of the plate member 34 against the pulling force can be suppressed. For example, in this embodiment, the reinforcing member 36 is installed on the plate member at a position directly above the edge of the female joint hole 32.

又、図6に示すように、必要に応じて、板部材固定部34aを板部材34の端部で直角方向に折り返して固定したり、あるいは、板部材34の幅Nおよび固定長Mを長くすることにより、板部材34の抵抗力を増大させ、かつ、板部材固定部34aの抵抗力も増大させることも可能である。   Further, as shown in FIG. 6, if necessary, the plate member fixing portion 34a is folded and fixed at the end of the plate member 34 in a right angle direction, or the width N and the fixing length M of the plate member 34 are increased. By doing so, it is possible to increase the resistance force of the plate member 34 and also increase the resistance force of the plate member fixing portion 34a.

なお、前記実施形態においては、雄継手10の頭部12とくびれ部14の形状が、断面が2次曲線状のきのこ形とリング状溝の組合せとされていたが、頭部12の形状は、これに限定されず、図7(A)に示すような、断面が半円状のきのこ形頭部12aや、図7(B)に示すような、円柱形頭部12bや、図7(C)に示すような、裁頭円錐状頭部12cであっても良い。又、くびれ部14の形状も、リング状溝に限定されず、図7(D)や(E)に示すような、軸部16と連続する段付部14aであって良い。更に、図7(F)や(G)に示す如く、雌継手と接する面に細かい凹凸15を付けて、結合力を高めても良い。なお、凹凸を雌継手側にも設けて、結合力を一層高めたり、あるいは、雌継手側のみ凹凸を設けても良い。   In the above-described embodiment, the shape of the head 12 and the constricted portion 14 of the male joint 10 is a combination of a mushroom shape having a quadratic cross section and a ring-shaped groove. However, the present invention is not limited to this, and a mushroom-shaped head 12a having a semicircular cross section as shown in FIG. 7A, a cylindrical head 12b as shown in FIG. A truncated conical head 12c as shown in FIG. Further, the shape of the constricted portion 14 is not limited to the ring-shaped groove, and may be a stepped portion 14a continuous with the shaft portion 16 as shown in FIGS. 7D and 7E. Furthermore, as shown in FIGS. 7 (F) and (G), a fine unevenness 15 may be provided on the surface in contact with the female joint to increase the coupling force. In addition, unevenness may be provided on the female joint side to further increase the coupling force, or unevenness may be provided only on the female joint side.

本発明の参考実施形態に係るリング継手の嵌合前の状態を示す(A)雌継手側から見た左側面図及び(B)正面から見た断面図Sectional view taken along the ring showing a state before fitting of the joint (A) left side as viewed from the female coupling side view and (B) a front according to a reference embodiment of the present invention 参考実施形態の雄継手を雌継手に挿入中の状態を示す正面から見た断面図Sectional drawing seen from the front which shows the state in which the male joint of reference embodiment is inserted in the female joint 同じく嵌合後の状態を示す正面から見た断面図Sectional view seen from the front showing the state after fitting 同じく雄継手と雌継手の間のクリアランスの微調整を行っている状態を示す(A)左側面図及び(B)正面から見た断面図(A) Left side view and (B) Front sectional view showing the state where fine adjustment of the clearance between the male joint and female joint is also performed. 同じく引き抜き力に対する抵抗を示す(A)左側面図及び(B)正面から見た断面図(A) Left side view and (B) Cross section viewed from front showing resistance to pulling force 本発明の請求項に係るリング継手の実施形態の(A)左側面図及び(B)正面から見た断面図Sectional view seen from (A) a left side view and (B) the front of the implementation form of a ring joint according to claim 1 of the present invention 雄継手頭部とくびれ部の様々な変形例を示す断面図及び斜視図Sectional view and perspective view showing various modifications of the male joint head and constriction 従来技術1を示す断面図Sectional drawing which shows prior art 1 従来技術2を示す斜視図The perspective view which shows the prior art 2

符号の説明Explanation of symbols

1、2…セグメント部材
10…雄継手
12、12a、12b…雄継手頭部
14、14a…雄継手くびれ部
16…雄継手軸部
18…雄継手ねじ部
20…雄継手ねじ頭部
30…雌継手
32…雌継手孔部
34…板部材
34a…板部材固定部
34b…板部材変形部
34c…板部材切り欠き部
36…補強部材
DESCRIPTION OF SYMBOLS 1, 2 ... Segment member 10 ... Male joint 12, 12a, 12b ... Male joint head 14, 14a ... Male joint constriction part 16 ... Male joint axial part 18 ... Male joint screw part 20 ... Male joint screw head 30 ... Female Joint 32 ... Female joint hole 34 ... Plate member 34a ... Plate member fixing part 34b ... Plate member deforming part 34c ... Plate member notch 36 ... Reinforcement member

Claims (7)

トンネル壁体を構築するセグメントをトンネル軸方向に連結するための継手であって、
トンネルの軸方向に位置する2つのセグメント部材のうち、一方のセグメント部材に設けられた雄継手と、前記一方のセグメント部材と相対する面に位置する他方のセグメント部材に設けられた雌継手とにより構成され、
前記雄継手は、前記雌継手と嵌合する方向に突出した雄継手頭部、雄継手くびれ部、雄継手軸部を有し、
前記雌継手は、前記雄継手頭部、前記雄継手くびれ部、前記雄継手軸部を挿通できる大きさの雌継手孔部を有し、該雌継手孔部の背面に板部材変形部、板部材固定部を有する板部材を配設し、
前記雄継手が挿入されたときに、該板部材変形部が挿入方向に変形し、且つ前記雄継手頭部が該板部材変形部に挿通後、前記板部材変形部が弾性復帰して、雄継手くびれ部に掛合し、
さらに、前記板部材には、引き抜き力に対する該板部材変形部の変形を抑制するための補強部材が設けられていることを特徴とするセグメント用リング継手。
A joint for connecting the segments constituting the tunnel wall in the tunnel axial direction,
Of the two segment members positioned in the axial direction of the tunnel, a male joint provided on one segment member and a female joint provided on the other segment member positioned on the surface facing the one segment member Configured,
The male joint has a male joint head that protrudes in the direction of fitting with the female joint, a male joint constriction, and a male joint shaft.
The female joint has a female joint hole of a size that allows insertion of the male joint head, the male joint constriction, and the male joint shaft, and a plate member deforming portion, a plate on the back of the female joint hole A plate member having a member fixing portion is disposed,
When the male joint is inserted, the plate member deforming portion is deformed in the inserting direction, and after the male joint head is inserted into the plate member deforming portion, the plate member deforming portion is elastically returned to the male joint. Engage with the constricted neck,
Furthermore, the said ring member is provided with the reinforcement member for suppressing the deformation | transformation of this plate member deformation | transformation part with respect to drawing-out force, The ring joint for segments characterized by the above-mentioned.
さらに、前記一方のセグメント部材には前記雄継手が貫通できる貫通孔が設けられ、該貫通孔の内周面および前記雄継手軸部の外周面にそれぞれねじ溝が設けられ、前記雄継手軸部と前記貫通孔とが噛合されることにより前記雄継手は前記一方のセグメント部材に固定されており、前記雄継手軸部を回転させて挿入方向と反対方向に後退させることにより、前記板部材変形部と前記雄継手くびれ部との間のクリアランスを調整することができることを特徴とする請求項に記載のセグメント用リング継手。 Further, the one segment member is provided with a through-hole through which the male joint can pass, and a thread groove is provided on each of an inner peripheral surface of the through-hole and an outer peripheral surface of the male joint shaft portion, and the male joint shaft portion The male joint is fixed to the one segment member by meshing with the through-hole, and the plate member deforms by rotating the male joint shaft part in the direction opposite to the insertion direction. The ring joint for segments according to claim 1 , wherein a clearance between the part and a constricted part of the male joint can be adjusted. 前記板部材2つが、該雌継手孔部の背面に対をなすように配設されたことを特徴とする請求項1または2に記載のセグメント用リング継手。 The ring joint for segments according to claim 1 or 2 , wherein the two plate members are disposed so as to form a pair on the back surface of the female joint hole. 前記板部材変形部のうち、雄継手くびれ部に掛合する部分に切り欠き部を設けることを特徴とする請求項1乃至のいずれかに記載のセグメント用リング継手。 The segment ring joint according to any one of claims 1 to 3, wherein a notch portion is provided in a portion of the plate member deforming portion that engages with the constriction portion of the male joint. 前記雄継手と雌継手の係合面に凹凸が形成されていることを特徴とする請求項1乃至のいずれかに記載のセグメント用リング継手。 It said male joint and the segment ring joint according to any one of claims 1 to 4, characterized in that irregularities are formed on the engaging surface of the female coupling. 前記雄継手及び雌継手が鋼製であることを特徴とする請求項1乃至のいずれかに記載のセグメント用リング継手。 The segment ring joint according to any one of claims 1 to 5, characterized in that the male coupling and the female joint is made of steel. 前記板部材がばね鋼であることを特徴とする請求項1乃至のいずれかに記載のセグメント用リング継手。 The segment ring joint according to any one of claims 1 to 6 , wherein the plate member is spring steel.
JP2004350050A 2004-12-02 2004-12-02 Ring fitting for segment Expired - Fee Related JP4419820B2 (en)

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