JP2011052380A - Joint structure for steel material, and nut holding member - Google Patents

Joint structure for steel material, and nut holding member Download PDF

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JP2011052380A
JP2011052380A JP2009199780A JP2009199780A JP2011052380A JP 2011052380 A JP2011052380 A JP 2011052380A JP 2009199780 A JP2009199780 A JP 2009199780A JP 2009199780 A JP2009199780 A JP 2009199780A JP 2011052380 A JP2011052380 A JP 2011052380A
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nut
holding member
bolt
reinforcing ring
steel
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JP5508791B2 (en
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Koji Yoshida
幸司 吉田
Norihiro Otaka
範寛 大高
Norihiko Kajimura
典彦 梶村
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Nippon Steel Metal Products Co Ltd
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Nippon Steel and Sumikin Metal Products Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a joint structure for steel materials and a nut holding member, which tighten a bolt and a nut mutually, efficiently and securely and achieve excellent construction performance and economic performance. <P>SOLUTION: This joint structure is constituted by mounting the nut holding member 5 storing the nut 4 arranged while aligning with a bolt hole 11 formed at an end on one side face 1a at the end of each steel material 1, 1 and arranging a joint plate 2 having a bolt hole 12 agreeing with the bolt hole 11 on a side face 1b on the opposite side. The nut holding member 5 has a nut fitting-in part 5a in which the nut 4 is fitted to lock it, and the nut fitting-in part has a locking part 5b for holding the nut 4 in a state for preventing it from coming off. The bolt 3 is inserted while aligning the bolt holes 11, 12 formed in each steel material 1, 1 and the joint plate 2 with a position of the nut 4 and is screwed into the nut 4 to push and widen the locking part 5b when the nut 4 is moved in the direction of a head part of the bolt 3 by screwing-in force and release the state for preventing the nut from coming off for bolt joint. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

この発明は、作業員が目視で確認しづらく手探り状態で行うボルトとナットの締結作業の技術分野に属し、更に云えば、向き合わせた鋼材同士の端部が、継手板を介してボルト接合される鋼材の接合構造に特に好適な、鋼材の接合構造及びナット保持部材に関する。
なお、作業員が手探り状態でボルトとナットの締結作業を行う鋼材の接合構造の代表例として、ライナープレートに取り付ける補強リングを構成する補強リング片の接合構造が挙げられる。よって、以下、補強リング片の接合構造を中心に説明する。
The present invention belongs to the technical field of fastening work of bolts and nuts that is performed in a groping state that is difficult to be visually confirmed by an operator, and more specifically, the ends of facing steel materials are bolted together via a joint plate. The present invention relates to a steel material joining structure and a nut holding member that are particularly suitable for a steel material joining structure.
In addition, as a typical example of a steel material joining structure in which an operator performs a bolt and nut fastening operation in a groping state, a joining structure of reinforcing ring pieces constituting a reinforcing ring attached to a liner plate can be given. Therefore, hereinafter, the description will focus on the joint structure of the reinforcing ring pieces.

推進工法用立坑、深礎工法用立坑、集水井戸等の立坑、或いは排水トンネル等の横坑の覆工に用いられるライナープレートは、その強度を高めるために、ライナープレートの周方向のフランジに沿って補強リングを配設して実施する場合がある。
前記補強リングは、一般に、弧状に形成した複数の補強リング片を継手板を介して接合してなり、前記補強リング片は、H形鋼が好適に採用され、一側のフランジを地山側へ配置し、他側のフランジを坑内側へ配置し、坑内側の作業員の手作業により互いに接合され、ライナープレートの断面形状に合致する円形、或いは小判形等の閉断面形状に形成される。
前記補強リングを構成する補強リング片の接合作業について、坑内側部分のフランジ部の接合作業は、作業員の目視で確認しつつ確実に支障なく行うことができるが、坑外の地山側部分のフランジ部の接合作業は、作業員の目視で確認しづらく手探り状態で行なう場合が多々あり、大変煩わしく、施工性の点において課題が残されていた。
ちなみに、作業員の目視で確認しづらい部位の最たるものが、補強リングをH形鋼で実施する場合は、地山側へ配置するフランジの上半部(特には内側面)であり、この部分にボルトを通してナットを締結するボルト接合作業が大変煩わしく、作業員が最も難渋しているところである。
In order to increase the strength of liner plates used for the lining of shafts such as propulsion method shafts, deep foundation method shafts, drainage wells, or horizontal tunnels such as drainage tunnels, the flanges in the circumferential direction of the liner plate are used. In some cases, a reinforcing ring is provided along the line.
Generally, the reinforcing ring is formed by joining a plurality of reinforcing ring pieces formed in an arc shape via a joint plate, and the reinforcing ring piece is preferably made of H-shaped steel, and one flange is connected to the natural ground side. The other side flanges are arranged inside the mine, and are joined to each other manually by a worker inside the mine, and are formed into a closed cross-sectional shape such as a circular shape or an oval shape that matches the cross-sectional shape of the liner plate.
Regarding the joining work of the reinforcing ring pieces constituting the reinforcing ring, the joining work of the flange part of the mine inner side part can be performed without any trouble while confirming visually by the operator, The joining operation of the flange portion is often carried out in a groping state that is difficult to check visually by an operator, which is very troublesome and has left a problem in terms of workability.
By the way, the most difficult part to check visually by the worker is the upper half of the flange (especially the inner side) when the reinforcement ring is made of H-shaped steel. The bolt joining operation of fastening the nut through the bolt is very troublesome, and the worker is most troubled.

前記課題を踏まえ、従来、前記補強リング片の地山側のフランジ部の接合作業に工夫を施した技術が以下のように、種々提案されている。
1)補強リング片をライナープレートへ取り付ける作業に先行して、予め、前記補強リング片(H形鋼)の地山側フランジの上半部の内側面に、地山側フランジのボルト孔と一致する部位にナットを溶接し、或いはクリップナットを取り付けておく技術。
その他、技術分野は異なるが、ナットを備えた接合ナット固定治具を予め、鋼材に溶接等の手段で取り付けておく発明がある(例えば、特許文献1参照)。
2)補強リング片をライナープレートへ取り付ける作業に先行して、予め、前記H形鋼の地山側フランジの上半部の内側面からフランジのボルト孔にボルトを通して外側面へ、ロックワッシャーを用いてボルトを保持しておく技術。
3)H形鋼(20)の地山側フランジを接合するための継手板(10)の上端部に、H形鋼の端縁に引掛け可能な適宜な鉤状をなした掛け止め部(12)を設け、H形鋼をライナープレート(24)へ取り付けた後に、掛け止め部を利用して継手板をH形鋼へ掛け止める発明(特許文献2の特許請求の範囲、及び第1図、第2図を参照)。
4)向かい合う補強リング片(18)の一方の地山側フランジに、他方の補強リング片へ突き出る長さで継手板(58)の延設部分(58b)を一体的に設け、当該他方の補強リング片の地山側フランジには、前記延設部分を間に挟む固定部材(54)を設け、当該延設部分を固定部材の間に位置決めした後、両者を連結ボルト(56)で連結する発明(特許文献3の特許請求の範囲、及び図1〜図6参照)。
5)補強リング(2)の地山側フランジ(4)の継手板取付部の右半部(41)に、その下半部の下端から下方に張り出した張出部(43)が設けられ、前記地山側フランジの下半部及び前記張出部に継手板(7)をあてがい、ボルト(8)及びナット(9)で固定する発明(特許文献4の特許請求の範囲、及び図1〜図7参照)。
Based on the above problems, conventionally, various techniques have been proposed in which the work of joining the flange portion on the ground mountain side of the reinforcing ring piece has been devised as follows.
1) Prior to the work of attaching the reinforcing ring piece to the liner plate, the portion that matches the bolt hole of the ground side flange in advance on the inner surface of the top half of the ground side flange of the reinforcing ring piece (H-shaped steel) A technology that welds a nut or attaches a clip nut.
In addition, although there are different technical fields, there is an invention in which a joining nut fixing jig provided with a nut is previously attached to a steel material by means such as welding (for example, see Patent Document 1).
2) Prior to the work of attaching the reinforcing ring piece to the liner plate, a lock washer is used in advance from the inner side of the upper half of the H-shaped steel ground side flange to the outer side through the bolt through the bolt hole of the flange. Technology to hold the bolt.
3) A hooking portion (12) having an appropriate hook shape that can be hooked to the edge of the H-shaped steel at the upper end of the joint plate (10) for joining the ground-side flange of the H-shaped steel (20). ), And after attaching the H-shaped steel to the liner plate (24), the invention for latching the joint plate to the H-shaped steel using the latching portion (Claims of Patent Document 2 and FIG. 1) (See FIG. 2).
4) The extending portion (58b) of the joint plate (58) is integrally provided on one of the ground-side flanges of the opposing reinforcing ring piece (18) so as to protrude to the other reinforcing ring piece, and the other reinforcing ring An invention in which a fixing member (54) sandwiching the extended portion is provided on one of the natural ground flanges, and the extended portion is positioned between the fixing members, and then the two are connected by a connecting bolt (56) ( (See claims of Patent Document 3 and FIGS. 1 to 6).
5) The right half part (41) of the joint plate mounting part of the ground-side flange (4) of the reinforcing ring (2) is provided with an overhang part (43) projecting downward from the lower end of the lower half part thereof, An invention in which a joint plate (7) is applied to the lower half portion of the natural mountain side flange and the overhang portion, and is fixed with a bolt (8) and a nut (9) (the claims of Patent Document 4 and FIGS. 1 to 7) reference).

特開平5−280525号公報Japanese Patent Laid-Open No. 5-280525 特開昭62−288294号公報Japanese Patent Laid-Open No. 62-288294 特開平9−112180号公報JP-A-9-112180 特開2003−3781号公報JP 2003-3781 A

上記1)に係る技術は、作業が最も難渋する地山側フランジの上半部の内側面に予めナットを設けているので、何ら工夫を施さない補強リングの接合作業と比して、現場での作業効率を向上させ得るように見える。
しかしながら、溶接によりナットを取り付ける場合は、高い寸法精度が要求され、大変煩わしいことに加え、H形鋼に亜鉛めっきを施すので、ナットのねじ山さらい加工が別途必要となりコストが嵩むという問題があった。また、補強リング片を取り付ける度にナットを設けた位置を確認して向きを整える作業が新たに加わるので、作業上煩わしいという問題もあった。
また、ナットは補強リング片に溶接されて固着しているので、ナットが全く動かない状態であり、ボルト接合時にボルト操作のみによりボルトの先端をナットにねじ込まねばならない。ボルトの先端をナットにねじ込む作業は、ボルト操作だけでなく、ナットもボルトの軸に合わせて寄り動く状態のほうが容易であるが、このようにナットが補強リング片に溶接されて全く動かない状態での目視困難な手探り作業は大変煩わしい。
クリップナットを用いる場合は一般に、フランジへ固定するクリップ部の弾性力がそれほど高くなく、抜け落ち易いという問題があるとともに、ボルトを挿入する側のクリップ部が傾斜した状態となるため、ボルトの中心線とナットの中心線がずれるので位置合わせに手間がかかり、且つ締め込みにくいという問題があった。
また、クリップナットは通常のナットに比べ非常に高価で、必要箇所全てにクリップナットを採用することはコストが嵩むので実用的でない。
上記特許文献1に係るナットを備えた接合ナット固定治具を用いる発明については、仮に、補強リング片の接合に適用すると、補強リング片のフランジ部とナットとの間にナット受け板2、又はガゼットプレート15(同文献1の図2、図11等参照)を介在させてボルト接合することとなり、強固な締結状態を維持できず、僅かな振動の蓄積によりナットが緩み、ひいては抜け外れる虞がある。この問題は、ライナープレート構築後の点検、或いは補修が至難な部位だけに致命的であり、補強リング片の接合には適さない。その他、この接合ナット固定治具は、ナット受け板2、ナット固定板3、ナット押さえ部材4を溶接等の手段により組み立てて形成するので、部材点数が多く、製造コストが嵩むという問題もある。
In the technology according to 1), a nut is provided in advance on the inner surface of the upper half of the ground mountain side flange, which is the most difficult to work with. It seems that work efficiency can be improved.
However, when a nut is attached by welding, high dimensional accuracy is required, which is very troublesome. In addition, since galvanizing is applied to the H-shaped steel, there is a problem that a screw threading process of the nut is separately required and the cost is increased. It was. In addition, every time a reinforcing ring piece is attached, a work for confirming the position where the nut is provided and adjusting the orientation is newly added.
Further, since the nut is welded and fixed to the reinforcing ring piece, the nut is not moved at all, and the tip of the bolt must be screwed into the nut only by the bolt operation when the bolt is joined. The operation of screwing the tip of the bolt into the nut is easier not only for the bolt operation but also for the nut to move along the axis of the bolt, but in this way the nut is welded to the reinforcing ring piece and does not move at all The groping work that is difficult to visually check is very troublesome.
When using a clip nut, generally, the clip part fixed to the flange is not so high in elasticity that it is easy to come off, and the clip part on the side where the bolt is inserted is inclined. Since the center line of the nut is shifted, there is a problem that alignment is troublesome and tightening is difficult.
Also, clip nuts are very expensive compared to ordinary nuts, and it is not practical to use clip nuts at all necessary locations because of the increased cost.
About invention using the joining nut fixing jig provided with the nut concerning the above-mentioned patent documents 1, if it applies to joining of a reinforcement ring piece, the nut receiving plate 2 between the flange part of a reinforcement ring piece and a nut, or Bolts are joined by interposing a gusset plate 15 (see FIGS. 2 and 11 of the same document 1), and a strong fastening state cannot be maintained, and the nut may loosen due to accumulation of slight vibrations, and may eventually come off. is there. This problem is fatal only to the parts that are difficult to inspect or repair after construction of the liner plate, and is not suitable for joining the reinforcing ring pieces. In addition, since this nut fixing jig is formed by assembling the nut receiving plate 2, the nut fixing plate 3, and the nut pressing member 4 by means such as welding, there is a problem that the number of members is large and the manufacturing cost increases.

上記2)に係る技術は、作業が最も難渋する地山側フランジの上半部の内側面にボルトを仮止めした状態で接合作業を行うのでやはり、何ら工夫を施さない補強リングの接合作業と比して、現場での作業効率を向上させ得るように見える。
しかしながら、仮止めするボルトは、少なくとも向き合わせた補強リング片の端部にそれぞれ2本ずつ計4本用いられるが、これらのボルトを一律に、フランジに対して垂直な向きに仮止めすることは困難である。よって、補強リング片をライナープレートへ取り付けた後に行う、継手板に設けたボルト孔へ前記4本ものボルトを一度に通す作業が大変煩わしく、場合によっては継手板がボルトの先端に当たりそのままボルトが滑落するなど、作業効率が悪化するという問題があった。
The technology related to 2) above is compared with the joining work of the reinforcing ring, which does not give any ingenuity, since the joining work is performed with the bolts temporarily fixed to the inner surface of the upper half of the ground-side flange where the work is most difficult. It seems that the work efficiency at the site can be improved.
However, a total of four bolts to be temporarily fixed are used, at least two at the ends of the reinforcing ring pieces facing each other. However, it is not possible to temporarily fix these bolts in a direction perpendicular to the flange. Have difficulty. Therefore, the work of passing the four bolts through the bolt holes provided in the joint plate after attaching the reinforcing ring piece to the liner plate at once is very troublesome. In some cases, the joint plate hits the tip of the bolt and the bolt slides down as it is. There was a problem that work efficiency deteriorated.

上記3)の特許文献2に係る発明も現場での作業効率を向上させ得るように見えるが、同文献1の第3頁右上欄の第5行目〜第11行目に記載されている通り、前記掛け止め部をH形鋼のフランジ部に掛け止めた場合に、フランジの幅が広く間隙が生じてがたつくことがあり、ボルトとナットを確実に締結しづらいという問題がある。確かに、前記隙間にクサビを打ち込むことでこの問題は解消できるが、この作業は、無理な姿勢で行わなければならず、作業員の熟練技術を必要とすることに加え、なによりクサビを打ち込む作業が新たに加わる煩わしさがある。   Although the invention according to Patent Document 2 of 3) above seems to be able to improve the work efficiency in the field, as described in the 5th to 11th lines in the upper right column of the 3rd page of the same document 1. When the latching portion is latched to the flange portion of the H-shaped steel, there is a problem that it is difficult to fasten the bolt and the nut reliably because the flange has a wide width and a gap is generated. Certainly, this problem can be solved by driving the wedge into the gap, but this work must be done in an unreasonable posture, and in addition to the skill of the worker, the wedge is driven above all. There is a hassle to add new work.

上記4)の特許文献3に係る発明は、現場での作業効率を向上させることはできるが、市販の補強リング片の一端部に継手板(58)の延設部分(58b)を一体的に設け、他端部に前記延設部分を間に挟む固定部材(54)を一体的に設けて形成するので、加工費及び材料費が非常に嵩むという問題がある。また、補強リング片を取り付ける度に前記延設部分(58b)と固定部材(54)の位置を確認して向きを整える作業が新たに加わるので、作業上煩わしいという問題もある。   Although the invention according to Patent Document 3 in 4) above can improve the work efficiency at the site, the extending portion (58b) of the joint plate (58) is integrally formed at one end of the commercially available reinforcing ring piece. Since the fixing member (54) sandwiching the extended portion is integrally provided at the other end portion, there is a problem that processing costs and material costs are very high. In addition, every time a reinforcing ring piece is attached, there is a problem in that it is bothersome for the work because the work of confirming the positions of the extended portion (58b) and the fixing member (54) is newly added.

上記5)の特許文献4に係る発明も現場での作業効率を向上させることはできるが、市販の補強リング片に張出部を設けるので、上記特許文献3と同様に、加工費及び材料費が非常に嵩むという問題がある。   Although the invention according to Patent Document 4 of 5) above can also improve the work efficiency in the field, since the overhang portion is provided on the commercially available reinforcing ring piece, the processing cost and the material cost are the same as in Patent Document 3. There is a problem that is very bulky.

本発明の目的は、ナットを納めたナット保持部材を市販の鋼材に外付けする構成で実施することにより、ボルトとナットの締結作業を効率よく確実に行うことができる、施工性、経済性に優れた鋼材の接合構造及びナット保持部材を提供することにある。
本発明の次の目的は、ナットを納めたナット保持部材を市販の補強リング片に外付けする構成で実施することにより、坑内側はもとより、作業員の目視で確認しづらい坑外の地山側の接合作業についても、ボルトとナットの締結作業を効率よく確実に行うことができる、施工性、経済性に優れた鋼材の接合構造及びナット保持部材を提供することにある。
本発明の更なる目的は、ナットを納めたナット保持部材の構造、及び材質に工夫を施すことにより、ボルトとナットの定着性を高め、強固な締結状態を恒久的に維持できる、経済性、及び品質に優れた鋼材の接合構造及びナット保持部材を提供することにある。
The object of the present invention is to implement a nut holding member containing a nut to a commercially available steel material, thereby enabling efficient and reliable fastening of bolts and nuts. An object of the present invention is to provide an excellent steel joining structure and nut holding member.
The next object of the present invention is to carry out a configuration in which a nut holding member containing a nut is externally attached to a commercially available reinforcing ring piece. The present invention is also to provide a steel joining structure and a nut holding member that are capable of efficiently and reliably performing a bolt and nut fastening operation and that are excellent in workability and economy.
A further object of the present invention is to improve the fixing property of the bolt and the nut by devising the structure and material of the nut holding member in which the nut is accommodated, and can maintain a firm fastening state permanently, economically, Another object of the present invention is to provide a steel material joining structure and nut holding member with excellent quality.

上記背景技術の課題を解決するための手段として、請求項1に記載した発明に係る鋼材の接合構造は、向き合わせた鋼材同士の端部が、継手板を介してボルト接合される鋼材の接合構造であって、
各鋼材の端部の一側面に、同端部に設けたボルト孔と一致する配置で、ナットを納めたナット保持部材が取り付けられ、当該鋼材端部の反対側側面に、前記ボルト孔と一致するボルト孔を有する継手板が配置されていること、
前記ナット保持部材は、前記ナットが回り止め状態に嵌め込まれるナット嵌め込み部が設けられ、前記ナット嵌め込み部には、嵌め込まれたナットが抜け外れないように抜け外れ防止状態に保持する係止部を備えており、
各鋼材と継手板に設けたボルト孔、及びナット保持部材のナットの位置を合わせて継手板の外側からボルトが挿入され、前記ナット保持部材のナットにねじ込み、同ねじ込み力により前記ナットが前記ボルトの頭部方向へ移動する際に、前記係止部を押し広げ、抜け外れ防止状態が解除されてボルト接合されることを特徴とする。
As a means for solving the above-mentioned background art, the steel material joining structure according to the invention described in claim 1 is a steel material joint in which end portions of facing steel materials are bolted via a joint plate. Structure,
A nut holding member containing a nut is attached to one side surface of each steel material in an arrangement that matches the bolt hole provided in the same end, and the same side as the bolt hole on the opposite side surface of the steel material end. A joint plate having bolt holes to be placed,
The nut holding member is provided with a nut fitting portion into which the nut is fitted in a non-rotating state, and the nut fitting portion has a locking portion that holds the fitted nut in a state that prevents the nut from coming off so as not to come off. Has
The bolt holes provided in each steel material and the joint plate and the nuts of the nut holding member are aligned and the bolt is inserted from the outside of the joint plate and screwed into the nut of the nut holding member. When the head is moved in the head direction, the locking portion is expanded to release the slip-off prevention state and are bolted.

請求項2に記載した発明は、請求項1に記載した鋼材の接合構造において、前記鋼材は、フランジをライナープレートの地山側および坑内側に配置する形鋼で成形した補強リング片であり、各補強リング片の地山側へ配置するフランジの端部の内側面に、同端部に設けたボルト孔と一致する配置で前記ナット保持部材が取り付けられており、当該ナット保持部材が取り付けられた各補強リング片が、そのフランジを地山側および坑内側へ配置するようにライナープレートに設けられ、隣接する補強リング片同士の端部が向き合わされ、前記継手板を介してボルト接合されて補強リングが形成されることを特徴とする。   The invention described in claim 2 is a steel ring joint structure according to claim 1, wherein the steel material is a reinforcing ring piece formed of a shape steel in which a flange is disposed on a natural ground side and a pit inner side of a liner plate, The nut holding member is attached to the inner side surface of the end of the flange arranged on the ground side of the reinforcing ring piece in an arrangement that matches the bolt hole provided in the end, and each of the nut holding members is attached. Reinforcing ring pieces are provided on the liner plate so that the flanges are arranged on the natural ground side and the inside of the shaft, the ends of adjacent reinforcing ring pieces face each other, and bolted via the joint plate to form the reinforcing ring. It is formed.

請求項3に記載した発明は、請求項1又は2に記載した鋼材の接合構造において、前記ナット保持部材のナット嵌め込み部は、ナットの外径よりも若干大きく形成され、ナット嵌め込み部に嵌め込まれたナットは、ナット嵌め込み部の中で回らない程度に緩く保持されていることを特徴とする。   According to a third aspect of the present invention, in the steel material joining structure according to the first or second aspect, the nut fitting portion of the nut holding member is formed to be slightly larger than the outer diameter of the nut and is fitted into the nut fitting portion. The nut is characterized by being held loosely enough not to rotate in the nut fitting portion.

請求項4に記載した発明は、請求項2又は3に記載した鋼材の接合構造において、前記補強リング片をなす形鋼はH形鋼であり、前記ナット保持部材は、前記補強リング片の地山側へ配置するフランジの上半部の内側面に取り付けられることを特徴とする。   According to a fourth aspect of the present invention, in the steel material joining structure according to the second or third aspect, the shape steel forming the reinforcing ring piece is an H-shaped steel, and the nut holding member is a ground of the reinforcing ring piece. It is attached to the inner surface of the upper half part of the flange arranged on the mountain side.

請求項5に記載した発明は、請求項2〜4のいずれか一に記載した鋼材の接合構造において、前記ナット保持部材は、上端部に、前記補強リング片の地山側のフランジの上端に掛け止める掛け止め部が設けられていることを特徴とする。   According to a fifth aspect of the present invention, in the steel material joining structure according to any one of the second to fourth aspects, the nut holding member is hung on the upper end of the flange on the ground mountain side of the reinforcing ring piece. The latching part which stops is provided, It is characterized by the above-mentioned.

請求項6に記載した発明は、請求項2〜4のいずれか一に記載した鋼材の接合構造において、前記ナット保持部材は、前記補強リング片の地山側のフランジとボルト止め、又はねじ止めにより取り付けられることを特徴とする。   According to a sixth aspect of the present invention, in the steel material joining structure according to any one of the second to fourth aspects, the nut holding member is formed by a flange on the ground side of the reinforcing ring piece and bolting or screwing. It is attached.

請求項7に記載した発明は、請求項2〜6のいずれか一に記載した鋼材の接合構造において、前記継手板は、予め、隣接する補強リング片のいずれか一方のフランジに回動可能にボルト止め、又はねじ止めされていることを特徴とする。   According to a seventh aspect of the present invention, in the steel material joining structure according to any one of the second to sixth aspects, the joint plate is rotatable in advance to one of the flanges of the adjacent reinforcing ring pieces. It is characterized by being bolted or screwed.

請求項8に記載した発明は、請求項1〜7のいずれか一に記載した鋼材の接合構造において、前記ナット保持部材のナット嵌め込み部には、ナットと共にワッシャーが納められていることを特徴とする。   The invention described in claim 8 is characterized in that, in the steel material joining structure according to any one of claims 1 to 7, a washer is housed together with a nut in a nut fitting portion of the nut holding member. To do.

請求項9に記載した発明は、請求項1〜8のいずれか一に記載した鋼材の接合構造において、前記ナット保持部材は樹脂製であることを特徴とする。   The invention described in claim 9 is characterized in that, in the steel joint structure according to any one of claims 1 to 8, the nut holding member is made of resin.

請求項10に記載した発明に係るナット保持部材は、ボルト孔のある鋼材をボルト接合する際に用いる、ナットを回り止め状態で保持するナット保持部材であって、
前記ナット保持部材は、前記ナットが回り止め状態に嵌め込まれるナット嵌め込み部が設けられ、前記ナット嵌め込み部には、嵌め込まれたナットが抜け外れないように抜け外れ防止状態に保持する係止部を備えており、
ボルトを前記鋼材のボルト孔に通し、前記ボルトの先端を前記ナット保持部材のナットにねじ込み、同ねじ込み力により前記ナットが前記ボルトの頭部方向へ移動する際に、前記係止部を押し広げ、抜け外れ防止状態が解除されることを特徴とする。
The nut holding member according to the invention described in claim 10 is a nut holding member that holds the nut in a non-rotating state and is used when bolting a steel material having a bolt hole.
The nut holding member is provided with a nut fitting portion into which the nut is fitted in a non-rotating state, and the nut fitting portion has a locking portion that holds the fitted nut in a state that prevents the nut from coming off so as not to come off. With
Pass the bolt through the bolt hole of the steel material, screw the tip of the bolt into the nut of the nut holding member, and when the nut moves toward the head of the bolt due to the screwing force, the locking portion is expanded. Further, the disconnection prevention state is released.

請求項11に記載した発明は、請求項10に記載したナット保持部材において、前記ナット保持部材のナット嵌め込み部は、ナットの外径よりも若干大きく形成され、ナット嵌め込み部に嵌め込まれたナットは、ナット嵌め込み部の中で回らない程度に緩く保持されていることを特徴とする。   According to an eleventh aspect of the present invention, in the nut holding member according to the tenth aspect, the nut fitting portion of the nut holding member is formed slightly larger than the outer diameter of the nut, and the nut fitted into the nut fitting portion is It is characterized by being held loosely enough not to rotate in the nut fitting portion.

請求項12に記載した発明は、請求項10又は11に記載したナット保持部材において、前記ナット保持部材のナット嵌め込み部には、ナットと共にワッシャーが納められていることを特徴とする。   According to a twelfth aspect of the present invention, in the nut holding member according to the tenth or eleventh aspect, a washer is housed in the nut fitting portion of the nut holding member together with the nut.

請求項13に記載した発明は、請求項10〜12のいずれか一に記載したナット保持部材において、前記ナット保持部材は樹脂製であることを特徴とする。   The invention described in claim 13 is the nut holding member according to any one of claims 10 to 12, wherein the nut holding member is made of resin.

本発明に係る鋼材の接合構造及びナット保持部材によれば、以下の効果を奏する。
I)ナットを取り付ける部位に予め、ナットを納めたナット保持部材を取り付けておくことで、その分だけ接合作業の省力化を実現できることは勿論のこと、作業員が目視で確認しづらく手探り状態でボルトとナットの締結作業を行う場合であっても、前記部位に予め、ナットを納めたナット保持部材を取り付けておくことにより、スムーズで良好なボルトとナットの接合作業を行うことができる。
II)ナット保持部材に形成するナット嵌め込み部は、ナットの外径よりも若干大きく形成し、ナット嵌め込み部に嵌め込まれたナットが、ナット嵌め込み部の中で回らない程度に緩く保持する構成で実施している。よって、ナットに多少の遊びを持たせることで、ナットと締結するボルトがナットに対し、多少芯振れする状態で操作してナットのねじの始端を探し当て、ねじ込み操作を容易に進めることができるので、作業員が目視で確認しづらく手探り状態でボルトとナットの締結作業を行う場合であっても、スムーズで良好なボルト接合作業を進めることができる。
III)ナット嵌め込み部に設けた係止部を、弾性変形可能な形状、或いは材質で実施している。よって、ボルト接合作業の過程において、ナットにボルトをねじ込むと、同ねじ込み力によりナットが補強リング片のフランジ側へ寄り、係止部を押し広げて抜け外れ防止状態が解除され、そのままボルトのねじ込みを続けることで、ナットは補強リング片のフランジに密着し、強固なボルト締めを行うことができる。
IV)要するに、本発明に係る鋼材の接合構造及びナット保持部材は、上記構成のナット保持部材を用いることにより、作業員が目視で確認しづらく手探り状態でボルトとナットの締結作業を行う場合であっても、スムーズで良好なボルト接合作業を行うことができるは勿論のこと、ボルトとナットの定着性を高め、強固な締結状態を恒久的に維持することができる。よって、施工後の点検、或いは補修が至難な部位、例えば、ライナープレートに配設する補強リング片の地山側の接合作業に好適に実施することができる。
The steel material joint structure and nut holding member according to the present invention have the following effects.
I) By attaching a nut holding member containing the nut in advance to the part where the nut is attached, it is possible to realize the labor saving of the joining work by that amount. Even when a bolt and nut fastening operation is performed, a smooth and satisfactory bolt and nut joining operation can be performed by attaching a nut holding member in which the nut is stored in advance to the portion.
II) The nut fitting part formed on the nut holding member is formed slightly larger than the outer diameter of the nut, and the nut fitted in the nut fitting part is held so loose that it does not turn in the nut fitting part. is doing. Therefore, by giving the nut some play, the bolt to be fastened to the nut can be operated with the core slightly swaying against the nut to find the screw end of the nut, and the screwing operation can be easily advanced. Even when the bolt and nut are fastened in a groping state that is difficult for an operator to visually confirm, a smooth and good bolt joining operation can be performed.
III) The locking portion provided in the nut fitting portion is implemented with a shape or material that can be elastically deformed. Therefore, when the bolt is screwed into the nut during the bolt joining process, the nut moves toward the flange side of the reinforcing ring piece due to the same screwing force, and the locking part is expanded to release the slip-off prevention state. By continuing the operation, the nut is brought into close contact with the flange of the reinforcing ring piece, and the bolt can be firmly tightened.
IV) In short, the steel joining structure and the nut holding member according to the present invention are used when the bolt and nut are tightened in a groping state that is difficult for an operator to visually confirm by using the nut holding member having the above-described configuration. Even in such a case, it is possible to perform a smooth and satisfactory bolt joining operation, as well as to improve the fixing property of the bolt and the nut, and to maintain a firm fastening state permanently. Therefore, it can implement suitably for the joint operation | work on the natural ground side of the site | part to which the inspection after a construction or repair is difficult, for example, the reinforcement ring piece arrange | positioned in a liner plate.

実施例1に係る補強リング片(鋼材)の接合構造を示した立面図である。It is the elevation which showed the junction structure of the reinforcement ring piece (steel material) concerning Example 1. 実施例1に係る補強リング片の接合構造を示した平面図である。FIG. 3 is a plan view illustrating a joining structure of reinforcing ring pieces according to the first embodiment. 図2の分解斜視図である。FIG. 3 is an exploded perspective view of FIG. 2. Aは、実施例1に係る補強リング片の接合構造に用いるナット保持部材を示した斜視図であり、Bは、同正面図である。A is the perspective view which showed the nut holding member used for the joining structure of the reinforcement ring piece which concerns on Example 1, B is the same front view. A、Bは、ナット保持部材に納めたナットとボルトの接合状態を段階的に示した平断面図である。A and B are flat cross-sectional views showing in a stepwise manner the joining state of nuts and bolts housed in a nut holding member. Aは、前記ナット保持部材の異なる実施例を示した側断面図であり、Bは、同平面図である。A is a sectional side view showing a different embodiment of the nut holding member, and B is a plan view of the same. Aは、実施例1に係る補強リング片の接合構造を実施するにあたり、補強リング片の地山側のフランジの上半部の内側面にナット保持部材を取り付ける段階を示した正面図であり、Bは、同側面図である。A is the front view which showed the step which attaches a nut holding member to the inner surface of the upper half part of the flange of the ground ring side of a reinforcement ring piece in implementing the joining structure of the reinforcement ring piece which concerns on Example 1, B FIG. Aは、補強リング片の地山側のフランジの外側面に継手板を取り付ける段階を示した正面図であり、Bは、同側面図である。A is the front view which showed the step which attaches a joint board to the outer surface of the flange of the natural mountain side of a reinforcement ring piece, and B is the same side view. Aは、補強リング片の地山側のフランジの上半部にボルトを接合する段階を示した正面図であり、Bは、同側面図である。A is the front view which showed the step which joins a volt | bolt to the upper half part of the flange by the side of the natural ground of a reinforcement ring piece, B is the same side view. 実施例1に係る補強リング片の接合構造のバリエーションを示した立面図である。It is the elevation which showed the variation of the joining structure of the reinforcement ring piece which relates to execution example 1. 実施例1に係る補強リング片の接合構造のバリエーションを示した立面図である。It is the elevation which showed the variation of the joining structure of the reinforcement ring piece which relates to execution example 1. 実施例2に係る補強リング片の接合構造を示した立面図である。It is the elevation which showed the joining structure of the reinforcement ring piece which concerns on Example 2. FIG. 実施例2に係る補強リング片の接合構造を示した分解斜視図である。It is the disassembled perspective view which showed the joining structure of the reinforcement ring piece which concerns on Example 2. FIG. Aは、実施例2に係る補強リング片の接合構造に用いるナット保持部材を示した斜視図であり、Bは、同正面図である。A is the perspective view which showed the nut holding member used for the joining structure of the reinforcement ring piece which concerns on Example 2, B is the front view.

本発明に係る鋼材の接合構造は、向き合わせた鋼材1、1同士の端部が、継手板2を介してボルト3で接合される鋼材1、1の接合構造であり、各鋼材1、1の端部の一側面1aに、同端部に設けたボルト孔11と一致する配置で、ナット4を納めたナット保持部材5が取り付けられ、当該鋼材1の端部の反対側側面1bに、前記ボルト孔11と一致するボルト孔12を有する継手板2が配置されている(図1〜図3参照)。
前記ナット保持部材5は、前記ナット4が回り止め状態に嵌め込まれるナット嵌め込み部5aが設けられ、前記ナット嵌め込み部5aには、嵌め込まれたナット4が抜け外れないように抜け外れ防止状態に保持する係止部5bを備えている(図4A、B参照)。
各鋼材1、1と継手板2に設けたボルト孔11、12、及びナット保持部材5のナット4の位置を合わせて継手板2の外側からボルト3が挿入され、前記ナット保持部材5のナット4にねじ込み、同ねじ込み力により前記ナット4が前記ボルト3の頭部方向へ移動する際に、前記ナット4が前記係止部5bを押し広げ、抜け外れ防止状態が解除されてボルト3で接合される(図5A、B参照)。
The joining structure of steel materials according to the present invention is a joining structure of steel materials 1 and 1 in which end portions of facing steel materials 1 and 1 are joined with bolts 3 via a joint plate 2. A nut holding member 5 containing a nut 4 is attached to one side surface 1a of the end portion of the steel material 1 in an arrangement that matches the bolt hole 11 provided at the end portion, and on the side surface 1b opposite to the end portion of the steel material 1, A joint plate 2 having a bolt hole 12 coinciding with the bolt hole 11 is disposed (see FIGS. 1 to 3).
The nut holding member 5 is provided with a nut fitting portion 5a into which the nut 4 is fitted in a non-rotating state, and the nut fitting portion 5a is held in a state that prevents the fitted nut 4 from coming off and preventing it from coming off. A locking portion 5b is provided (see FIGS. 4A and 4B).
Bolts 3 are inserted from the outside of the joint plate 2 by aligning the positions of the bolt holes 11, 12 provided in the steel members 1, 1 and the joint plate 2 and the nut 4 of the nut holding member 5, and the nut of the nut holding member 5 4 and when the nut 4 moves toward the head of the bolt 3 by the same screwing force, the nut 4 spreads the locking portion 5b, the release prevention state is released, and the bolt 3 joins. (See FIGS. 5A and 5B).

なお、本発明に係る鋼材の接合構造は、向き合わせた鋼材同士の端部を継手板を介してボルト接合する技術全般に適用できる。ナットを取り付ける部位に予め、ナット4を納めたナット保持部材5を取り付けておくことで、その分だけ接合作業の省力化を実現できる効果がある。
また、本発明に係る鋼材の接合構造は、H形鋼、溝形鋼、山形鋼等の鋼材のフランジ部を利用して向き合わせた鋼材1、1同士の端部を接合する際、ライナープレート10、コルゲートパイプ、或いは鋼管柱等をウエブ部に設置することで、作業員が目視で確認しづらく手探り状態でボルト3とナット4の締結作業を行う場合に、特に好適である。前記部位に予め、ナット4を納めたナット保持部材5を取り付けておくことにより、スムーズで良好なボルトとナットの接合作業を行うことができるからである。
In addition, the joining structure of steel materials according to the present invention can be applied to all techniques for bolting the ends of facing steel materials via a joint plate. By attaching the nut holding member 5 containing the nut 4 in advance to the part to which the nut is attached, there is an effect that the labor saving of the joining work can be realized by that amount.
Moreover, the joining structure of the steel materials according to the present invention is such that when joining the end portions of the steel materials 1 and 1 facing each other using the flange portions of steel materials such as H-shaped steel, channel steel, and angle steel, liner plates are used. 10, installing a corrugated pipe, a steel pipe column or the like in the web portion is particularly suitable when the bolt 3 and the nut 4 are fastened in a groping state that is difficult for an operator to visually confirm. This is because by attaching the nut holding member 5 in which the nut 4 is placed in advance to the part, it is possible to perform a smooth and satisfactory joining operation between the bolt and the nut.

なお、本発明に係るナット保持部材は、向き合わせた鋼材1、1同士の端部を継手板2を介してボルト接合する技術全般に適用できるだけでなく、管状の鋼材の内部のような閉鎖空間でのナット保持にも適宜形態を変えることで適用できる(例えば、本出願人が先に出願した特願2009−188841参照)。
また、本発明に係るナット保持部材は、材料の節約のため適宜肉盗みされて実際される。この肉盗みは、ナット4を回り止め状態に保持するための強度を有する程度に実施できる。
The nut holding member according to the present invention can be applied not only to the general technique of bolting the end portions of the steel materials 1 and 1 facing each other via the joint plate 2 but also to a closed space such as the inside of a tubular steel material. The present invention can also be applied to holding the nut by changing the form as appropriate (for example, see Japanese Patent Application No. 2009-188841 filed earlier by the present applicant).
Further, the nut holding member according to the present invention is actually stealed as appropriate in order to save material. This meat stealing can be carried out to such an extent that the nut 4 is strong enough to hold it in a non-rotating state.

以下、本発明に係る鋼材の接合構造、及び同接合構造に用いるナット保持部材の実施例を図面に基づいて説明する。ちなみに本実施例では、鋼材1として弧状の補強リング片1を採用し、補強リング片1をライナープレート10の周方向のフランジ10aに沿って複数接合することで補強リングを形成する鋼材の接合構造について説明する。鋼材1として補強リング片1を採用した意義は、補強リング片1の接合作業を行うにあたり、作業員が目視で確認しづらく手探り状態で行なう作業が多々あり、本発明の作用効果が明解に表れるからである。
ただし、本発明に用いる鋼材は、補強リング片1に限らず、上記した管状の鋼材にも適用できるなど、多種・多様であることを予め申し上げておく。
DESCRIPTION OF EMBODIMENTS Hereinafter, embodiments of a steel material joining structure according to the present invention and nut holding members used in the joining structure will be described with reference to the drawings. By the way, in this embodiment, an arc-shaped reinforcing ring piece 1 is adopted as the steel material 1, and a steel material joining structure that forms a reinforcing ring by joining a plurality of reinforcing ring pieces 1 along the circumferential flange 10a of the liner plate 10 is used. Will be described. The significance of adopting the reinforcing ring piece 1 as the steel material 1 is that when the reinforcing ring piece 1 is joined, there are many work that is performed in a groping state that is difficult for an operator to visually confirm, and the effects of the present invention are clearly shown. Because.
However, it should be mentioned in advance that the steel material used in the present invention is not limited to the reinforcing ring piece 1 and can be applied to the tubular steel material described above.

図1〜図9は、本発明に係る補強リング片1の接合構造の実施例1を示している。
この実施例1に係る接合構造は、図1〜図3に示したように、向き合わせた(突き合わせた)補強リング片1、1同士の端部が、継手板2を介してボルト4で接合される構造であり、各補強リング片1、1同士の端部の地山13側へ配置したフランジの上半部の内側面1aに、同端部に設けたボルト孔11と一致する配置で、ナット4を納めたナット保持部材5が取り付けられ、前記フランジの外側面1bに、前記ボルト孔11と一致するボルト孔12を有する継手板2が配置されている。
前記ナット保持部材5は、図4A、Bに示したように、前記ナット4が回り止め状態に嵌め込まれるナット嵌め込み部5aが設けられ、ナット嵌め込み部5aには、嵌め込まれたナット4が抜け外れないように抜け外れ防止状態に保持する係止部5bを備えている。
各補強リング片1、1と継手板2に設けたボルト孔11、12、及びナット保持部材5のナット4の位置を合わせて継手板2の外側からボルト3が挿入され、前記ナット保持部材5のナット4にねじ込み、図5A、Bに段階的に示したように、同ねじ込み力により前記ナット4が前記ボルト3の頭部方向へ移動する際に、前記係止部5bを押し広げ、抜け外れ防止状態が解除されてボルト3で接合されている。
ちなみに、図1〜図3中の符号20は、補強リング片1のウエブ部にほぼ等間隔に設けたボルト孔を示している。このボルト孔20は、補強リング片1をライナープレート10の周方向フランジ10aとボルト21で接合するために供される。
FIGS. 1-9 has shown Example 1 of the joining structure of the reinforcement ring piece 1 which concerns on this invention.
In the joining structure according to the first embodiment, as shown in FIGS. 1 to 3, the end portions of the reinforcing ring pieces 1 and 1 facing each other are joined with a bolt 4 via a joint plate 2. It is the structure which is made, and the arrangement | positioning which corresponds to the bolt hole 11 provided in the end part on the inner surface 1a of the upper half part of the flange arrange | positioned to the natural ground 13 side of the edge part of each reinforcement ring piece 1 and 1 is carried out. A nut holding member 5 containing a nut 4 is attached, and a joint plate 2 having a bolt hole 12 coinciding with the bolt hole 11 is disposed on the outer surface 1b of the flange.
As shown in FIGS. 4A and 4B, the nut holding member 5 is provided with a nut fitting part 5a into which the nut 4 is fitted in a non-rotating state. There is provided a locking portion 5b that holds it in a state that prevents it from coming off.
The bolt 3 is inserted from the outside of the joint plate 2 by aligning the positions of the bolt holes 11 and 12 provided in the reinforcing ring pieces 1 and 1 and the joint plate 2 and the nut 4 of the nut holding member 5, and the nut holding member 5. 5A and B, when the nut 4 moves toward the head of the bolt 3 by the same screwing force, the locking portion 5b is expanded and pulled out. The detachment prevention state is released and the bolts 3 are joined.
Incidentally, reference numeral 20 in FIGS. 1 to 3 denotes bolt holes provided in the web portion of the reinforcing ring piece 1 at substantially equal intervals. The bolt hole 20 is provided for joining the reinforcing ring piece 1 with the circumferential flange 10 a of the liner plate 10 and the bolt 21.

前記ナット4を納めたナット保持部材5は、作業員が目視で確認しづらく手探り状態でボルトとナットの締結作業を余儀なくされる、補強リング1の地山13側へ配置したフランジの上半部の内側面1bにのみ、予め取り付けて実施している。その他の補強リング1のフランジ部の接合作業は、作業員が目視で確認しつつ確実に支障なく行うことができるので、前記ナット保持部材5を用いることなく、ボルト3とナット4の締結作業を行う。なお、前記ボルト3とナット4の取り付け配置について、前記ナット保持部材5を用いずに締結する部位は図示例に限定されない。   The nut holding member 5 containing the nut 4 is an upper half portion of the flange disposed on the ground ring 13 side of the reinforcing ring 1, which is forced to fasten the bolt and the nut in a groping state that is difficult for an operator to visually confirm. Only the inner side surface 1b is attached in advance. Since the joining work of the flange portion of the other reinforcing ring 1 can be reliably performed without any trouble while visually confirmed by an operator, the fastening work of the bolt 3 and the nut 4 can be performed without using the nut holding member 5. Do. In addition, about the attachment arrangement | positioning of the said volt | bolt 3 and the nut 4, the site | part fastened without using the said nut holding member 5 is not limited to the example of illustration.

前記補強リング片1は、フランジを地山13側および坑内14側に配置する形鋼(図示例ではH形鋼)を弧状に形成した鋼材で、ライナープレート10の下端部の周方向フランジに沿う配置に複数個(通常、4個以上)向き合わせて接合し、補強リングを形成する。
ちなみに、図示例に係る補強リング片1のH形鋼の断面寸法は、125(高さ)×125(幅)×6.5(ウエブ厚)×9(フランジ厚)(単位:mm)で実施されている。
前記補強リング片1に用いる形鋼は、H形鋼に限定されず、溝形鋼19a(図10参照)、山形鋼19b(図11参照)でも同様に実施できる。
前記補強リングは、図示の便宜上一部省略するが、1/4円弧状の補強リング片1を4個用い、隣接する補強リング片同士1、1の端部を互いに向き合わせてリング状に形成して実施している。なお、補強リングを構成する補強リング片1の使用個数、形状、及び断面寸法は図示例に限定されず、補強リング、ひいては構築するライナープレート10の規模、及び形状(円形、小判形、矩形)に応じて適宜設計変更されるのは勿論である。
ちなみに、図示例では、隣接する補強リング片同士1、1の端部が当接するように互いに突き合わせて接合しているがこれに限定されず、誤差調整等のため、適宜隙間をあけて接合することもできる。
The reinforcing ring piece 1 is a steel material in which a steel bar (H-shaped steel in the illustrated example) in which the flanges are arranged on the ground 13 side and the underground shaft 14 side is formed in an arc shape, and extends along the circumferential flange at the lower end of the liner plate 10. A plurality (usually 4 or more) of the arrangements are faced and joined to form a reinforcing ring.
By the way, the cross-sectional dimension of the H-section steel of the reinforcing ring piece 1 according to the illustrated example is 125 (height) × 125 (width) × 6.5 (web thickness) × 9 (flange thickness) (unit: mm) Has been.
The shape steel used for the reinforcing ring piece 1 is not limited to the H-shape steel, and can be similarly applied to the channel steel 19a (see FIG. 10) and the angle steel 19b (see FIG. 11).
Although part of the reinforcing ring is omitted for the sake of illustration, the four reinforcing ring pieces 1 having a circular arc shape are used, and the ends of the adjacent reinforcing ring pieces 1 and 1 face each other to form a ring shape. It is carried out. The number, shape, and cross-sectional dimensions of the reinforcing ring pieces 1 constituting the reinforcing ring are not limited to the illustrated examples, and the scale and shape of the reinforcing ring and consequently the liner plate 10 to be constructed (circular, oval, rectangular). Of course, the design may be changed as appropriate.
Incidentally, in the illustrated example, the adjacent reinforcing ring pieces 1 and 1 are abutted and joined so that the end portions of the reinforcing ring pieces 1 and 1 come into contact with each other. However, the present invention is not limited to this. You can also.

前記継手板2は、向き合わせた(突き合わせた)補強リング片同士1、1の端部の地山側のフランジと坑内側のフランジにそれぞれ配置される。
前記継手板2は、金属製であり、弧状に形成した補強リング片1のフランジの形状と一致する曲率に成形され、向き合わせた補強リング片同士1、1の端部に設けたボルト孔11に継手板2に設けたボルト孔12が一致するように、同端部にほぼ均等に跨る配置で取り付けられている。
図示例に係る継手板2の寸法は、125(高さ)×12(厚さ)×310(幅)(単位:mm)で実施されている。
また、前記継手板2に設けたボルト孔12は、補強リング片1、1側に設けたボルト孔11と一致する個数と配置で実施されている。具体的に、図示例のボルト孔12は、ボルト3の挿入を容易ならしめるべく、補強リング片1側に設けたボルト孔11より若干大きい楕円形で、当該ボルト孔11と同心配置に設けられている。
前記継手板2の形態、及び継手板2に設けたボルト孔12の個数、配置は、もちろん図示例に限定されず、使用する補強リング片1の形態、及び補強リング片に設けたボルト孔11の個数、配置に応じて適宜設計変更される。
The joint plates 2 are arranged on the flanges on the natural ground side and the flanges on the inner side of the end portions of the reinforcing ring pieces 1 and 1 facing each other.
The joint plate 2 is made of metal, and is formed into a curvature matching the shape of the flange of the reinforcing ring piece 1 formed in an arc shape, and bolt holes 11 provided at the ends of the reinforcing ring pieces 1 and 1 facing each other. The bolt holes 12 provided in the joint plate 2 are attached so as to substantially evenly straddle the end portions.
The dimensions of the joint plate 2 according to the illustrated example are 125 (height) × 12 (thickness) × 310 (width) (unit: mm).
Further, the bolt holes 12 provided in the joint plate 2 are implemented with the same number and arrangement as the bolt holes 11 provided on the reinforcing ring pieces 1 and 1 side. Specifically, the bolt hole 12 in the illustrated example has an elliptical shape slightly larger than the bolt hole 11 provided on the reinforcing ring piece 1 side, and is provided concentrically with the bolt hole 11 so that the bolt 3 can be easily inserted. ing.
Of course, the form of the joint plate 2 and the number and arrangement of the bolt holes 12 provided in the joint plate 2 are not limited to the illustrated example. The form of the reinforcing ring piece 1 to be used and the bolt hole 11 provided in the reinforcing ring piece. The design is appropriately changed according to the number and arrangement of

前記ナット保持部材5は、ナットを納めることが可能な厚みを有する平板状に形成され、向き合わせる補強リング片1、1同士の端部の地山13側へ配置されるフランジの上半部の内側面1aにそれぞれ取り付けられている。
このナット保持部材5は、前記継手板2と同様に、弧状に形成した補強リング片1のフランジの形状と一致する曲率に成形され、補強リング片1の端部に設けたボルト孔11に当該ナット保持部材5に納めたナット3が同心配置となるように取り付けられている。
前記ナット保持部材5を、補強リング片1に取り付ける手段として、この実施例1に係るナット保持部材5は、その上端部に、補強リング片1の地山側のフランジの上端に掛け止め可能な鉤状の掛け止め部6を左右に2箇所、バランスよく一体的に設けて実施している。この掛け止め部6は、多少の振動等が生じてもずり動かない程度の摩擦力、或いは弾性力でフランジに掛け止められる。なお、掛け止め部6の形態は図示例に限定されず、前記ナット保持部材5を安定した状態で補強リング片1へ掛け止め可能な形態であればよい。また、ナット保持部材5本体に外付けして取り付けるタイプでもよい。
ちなみに、ナット保持部材5は、大量生産に適し、安価で、且つ軽量に製造でき、取扱いが容易な、熱硬化性又は熱可塑性の合成樹脂、例えばフェノール樹脂やエポキシ樹脂、メラニン樹脂、不飽和ポリエステル樹脂、ポリウレタン樹脂等を原材料に用いて成形することができる。また、低・中発泡ないし高発泡のポリスチレン樹脂やポリプロピレン樹脂等で成形して実施することもできるし、非発泡の合成樹脂製として実施することもできる。また、ナット保持部材5は金属を用いて実施することもできる。
The nut holding member 5 is formed in a flat plate shape having a thickness capable of accommodating a nut, and is formed on the upper half portion of the flange disposed on the ground mountain 13 side of the end portions of the reinforcing ring pieces 1 and 1 facing each other. Each is attached to the inner surface 1a.
Similar to the joint plate 2, the nut holding member 5 is formed into a curvature that matches the shape of the flange of the reinforcing ring piece 1 formed in an arc shape, and the bolt holding hole 11 provided at the end of the reinforcing ring piece 1 The nut 3 housed in the nut holding member 5 is attached so as to be concentrically arranged.
As a means for attaching the nut holding member 5 to the reinforcing ring piece 1, the nut holding member 5 according to the first embodiment can be hooked on the upper end of the flange on the ground mountain side of the reinforcing ring piece 1. The shape of the latching portion 6 is provided in two places on the left and right sides in a well-balanced manner. The latching portion 6 is latched on the flange by a frictional force or an elastic force that does not move even if some vibration or the like occurs. In addition, the form of the latching part 6 is not limited to the example of illustration, What is necessary is just a form which can latch the said nut holding member 5 to the reinforcement ring piece 1 in the stable state. Moreover, the type which attaches and attaches to the nut holding member 5 main body may be sufficient.
Incidentally, the nut holding member 5 is suitable for mass production, inexpensive, lightweight and easy to handle, thermosetting or thermoplastic synthetic resin such as phenol resin, epoxy resin, melanin resin, unsaturated polyester. Resin, polyurethane resin, or the like can be used as a raw material. Further, it can be carried out by molding with low / medium foam or high foam polystyrene resin or polypropylene resin, or it can be carried out as a non-foamed synthetic resin. Moreover, the nut holding member 5 can also be implemented using a metal.

前記ナット保持部材5には、前記ナット4が回り止め状態に嵌め込まれるナット嵌め込み部5aが、補強リング片1側に設けたボルト孔11に対応する位置に、左右に2箇所、バランスよく設けられている。前記ナット嵌め込み部5aは、嵌め込まれたナット5が抜け外れないように保持する係止部5bを備えている。   In the nut holding member 5, nut fitting portions 5 a into which the nut 4 is fitted in a non-rotating state are provided at a position corresponding to the bolt hole 11 provided on the reinforcing ring piece 1 side in a balanced manner at two locations on the left and right. ing. The nut fitting portion 5a includes a locking portion 5b that holds the fitted nut 5 so as not to come off.

前記ナット嵌め込み部5aは、ナット4(図示例では六角形)の外径よりも若干大きな六角形に形成され、ナット嵌め込み部5aに嵌め込まれたナット4が、ナット嵌め込み部5aの中で回らない程度に緩く保持されている。このように、前記ナット4に多少の遊びを持たせることで、当該ナット4と締結するボルト3がナット4に対し、多少芯振れする状態で操作して、ナット4のねじの始端を探し当て、ねじ込み操作を容易に進めることができ、スムーズで良好なボルト接合作業を進めることができる。
前記係止部5bは、ナット保持部材5を補強リング片1に取り付ける際に、ナット嵌め込み部5aに嵌め込まれたナット4が落下しないように、抜け外れを防止する効果がある。
ナット嵌め込み部5aは、係止部5bの掛け留め効果により、補強リング片1に取り付ける作業中に嵌め込んだナット4が抜け外れることなく鉛直な姿勢を保ち、ボルト3との締結時に共回りをしない形状に形成する必要がある。そのため、本実施例に係るナット嵌め込み部5aは、図5A、Bに示したように、ナット3を位置決めするための段部7を備えた貫通孔を水平方向に形成して実施している。前記貫通孔は、ナット嵌め込み部5aの入口から段部7までは六角形の筒状に形成し、段部7から出口までは、前記ボルト3の外径よりは大きい円筒形に形成されている。
なお、前記ナット嵌め込み部5aを貫通形態に形成した理由は、使用材料量の減量化による製造原価の引き下げ、及び軽量化を図ることができるほか、一旦嵌め込んだナット4に不具合が生じた場合に、前記係止部5bを少し押しのけて、後方の貫通孔から作業員の手指で押すことにより楽に取り外せる利点があるからである。この点を考慮したナット保持部材5のバリエーションを図6に示す。この図6に係るナット保持部材15は、前記貫通孔のほか、ナット4を嵌め込む位置から鉛直上方向へ貫通するナット挿入孔15aを設けている。このような形態で実施することにより、さらに製造原価の引き下げ、及び軽量化を図ることができるし、ナット4をスライドさせて楽に出し入れすることができる。
The nut fitting part 5a is formed in a hexagon slightly larger than the outer diameter of the nut 4 (hexagonal in the illustrated example), and the nut 4 fitted into the nut fitting part 5a does not rotate in the nut fitting part 5a. It is held loose to the extent. In this way, by giving the nut 4 some play, the bolt 3 to be fastened with the nut 4 is operated in a state where the nut 4 is slightly displaced with respect to the nut 4, and the start end of the screw of the nut 4 is found. The screwing operation can be easily performed, and a smooth and satisfactory bolt joining operation can be performed.
When the nut holding member 5 is attached to the reinforcing ring piece 1, the locking portion 5b has an effect of preventing the nut 4 fitted in the nut fitting portion 5a from falling off.
The nut fitting portion 5a keeps the vertical posture without detaching the nut 4 fitted during the work of attaching to the reinforcing ring piece 1 due to the hooking effect of the locking portion 5b, and rotates together when the bolt 3 is fastened. It is necessary to form in a shape that does not. Therefore, as shown in FIGS. 5A and 5B, the nut fitting portion 5a according to the present embodiment is formed by forming a through hole with a stepped portion 7 for positioning the nut 3 in the horizontal direction. The through hole is formed in a hexagonal cylindrical shape from the inlet of the nut fitting portion 5a to the step portion 7, and is formed in a cylindrical shape larger than the outer diameter of the bolt 3 from the step portion 7 to the outlet. .
The reason why the nut fitting portion 5a is formed in the penetrating form is that the manufacturing cost can be reduced and the weight can be reduced by reducing the amount of material used, and if the nut 4 once fitted has a problem. In addition, there is an advantage that it can be easily removed by slightly pushing the locking portion 5b and pushing it with the fingers of the operator from the rear through hole. A variation of the nut holding member 5 in consideration of this point is shown in FIG. The nut holding member 15 according to FIG. 6 is provided with a nut insertion hole 15a penetrating vertically upward from a position where the nut 4 is fitted, in addition to the through hole. By carrying out in such a form, the manufacturing cost can be further reduced and the weight can be reduced, and the nut 4 can be easily slid in and out.

前記係止部5bは、ナット嵌め込み部5aの入口から奥行き方向へ少し進んだ部位で、且つ六角形の一辺(図示例では縦辺)の中央部に、弾性変形可能な形状に成形した構成で設けられている。要するに、ナット嵌め込み部5aに嵌め込むナット4は、前記係止部5bを押しのけてナット嵌め込み部5a内へ挿入されると直ちに係止部5bが元の位置へ戻るので、ナット4が抜け外れることを防止することができる。
このような構成の係止部5bを備えたナット嵌め込み部5aにナット4を嵌め込むと、ナット4は、前記段部7と係止部5bとに挟まれて鉛直な姿勢を保ち、ほぼ水平方向から挿入されるボルト3との位置合わせ(ねじ始端の探索ないし整合)を含めて的確に迅速にねじ込み作業を行うことができ、スムーズで良好なボルト接合作業を行うことができる。
また、ボルト接合作業の過程において、ボルト3をナット4にねじ込むと、図5A、Bに段階的に示したように、同ねじ込み力により前記ナット4が前記補強リング片1のフランジ側へ寄り、前記係止部5bを押し広げて抜け外れ防止状態が解除され、そのままボルト3のねじ込みを続けることで、ナット4は補強リング片1のフランジに密着し、強固なボルト締めを行うことができる。
The locking portion 5b is a portion that is slightly advanced from the entrance of the nut fitting portion 5a in the depth direction, and is formed into a shape that can be elastically deformed at the center of one side of the hexagon (vertical side in the illustrated example). Is provided. In short, the nut 4 fitted into the nut fitting portion 5a is pushed out of the locking portion 5b and immediately inserted into the nut fitting portion 5a, so that the locking portion 5b returns to its original position, so that the nut 4 comes off. Can be prevented.
When the nut 4 is fitted into the nut fitting portion 5a having the locking portion 5b having such a configuration, the nut 4 is sandwiched between the stepped portion 7 and the locking portion 5b and maintains a vertical posture, and is substantially horizontal. It is possible to perform screwing work accurately and quickly including alignment (search or alignment of the screw start end) with the bolt 3 inserted from the direction, and smooth and good bolt joining work can be performed.
Further, when the bolt 3 is screwed into the nut 4 in the process of the bolt joining operation, as shown in steps in FIGS. 5A and 5B, the nut 4 moves toward the flange side of the reinforcing ring piece 1 due to the screwing force, When the locking portion 5b is expanded to release the slip-off prevention state, and the bolt 3 is continuously screwed in, the nut 4 is brought into close contact with the flange of the reinforcing ring piece 1 and can be firmly tightened.

なお、前記ナット保持部材5のナット嵌め込み部5aを、ナット4と共にワッシャーを納めることが可能な形状で実施することも勿論できる。この場合には、ナット4の外周面にワッシャーを密着させて嵌め込み、当該ワッシャーが抜け外れないように係止部5bで掛け止める構成で実施する。   Needless to say, the nut fitting portion 5 a of the nut holding member 5 can be implemented in a shape that can accommodate the washer together with the nut 4. In this case, the washer is fitted into the outer peripheral surface of the nut 4 so as to be closely attached, and is latched by the locking portion 5b so that the washer does not come off.

次に、上記した補強リング片(鋼材)1の接合構造の施工手順を説明する。
この補強リング片1の接合構造は、先ず、図7A、Bに示したように、補強リング片1をライナープレート10に取り付ける前に予め、向き合わせて接合する2つの補強リング片1、1の端部のそれぞれに、前記ナット4を納めたナット保持部材5を、その上端部に設けた掛け止め部6を補強リング片1のフランジの上端に引っ掛けて取り付けると共に、当該フランジに設けたボルト孔11と前記ナット保持部材5に嵌め込んだナット4の位置合わせを行う。
この作業は、地上、或いはライナープレート10の坑内で行われる。
前記ナット保持部材5は、具体的に、各補強リング片1の端部の地山13側へ配置するフランジの上半部の内側面1aに取り付ける。
Next, the construction procedure of the joining structure of the above-described reinforcing ring piece (steel material) 1 will be described.
First, as shown in FIGS. 7A and 7B, the reinforcing ring piece 1 has a joining structure in which two reinforcing ring pieces 1, 1 that are face-to-face joined before attaching the reinforcing ring piece 1 to the liner plate 10. A nut holding member 5 containing the nut 4 is attached to each of the end portions by hooking a latching portion 6 provided at the upper end portion thereof on the upper end of the flange of the reinforcing ring piece 1 and a bolt hole provided in the flange portion. 11 and the nut 4 fitted in the nut holding member 5 are aligned.
This operation is performed on the ground or in the mine of the liner plate 10.
The said nut holding member 5 is specifically attached to the inner surface 1a of the upper half part of the flange arrange | positioned at the natural ground 13 side of the edge part of each reinforcement ring piece 1. FIG.

次に、図8A、Bに示したように、ナット保持部材5を取り付けた2つの補強リング片1を、既設のライナープレート10の下端部の周方向フランジ10aに沿って向き合わせて(突き合わせて)取り付ける。具体的には、各補強リング片1のナット保持部材5を設けた側のフランジを地山側に配置して、各補強リング片1のウエブに設けたボルト孔20と前記周方向フランジ10aに設けたボルト孔10bを一致させ、当該一致したボルト孔20、10bにボルト21を通してナット22をねじ込んで取り付ける。
前記ナット保持部材5は、その掛け止め部6が、多少の振動等が生じてもずり動かない構成で実施しているので、前記補強リング片1をライナープレートに取り付けるまでの間、前記フランジに設けたボルト孔11と前記ナット保持部材5に嵌め込んだナット4の芯ずれは生じない。
このようにして、前記補強リング片1、1を向き合わせる位置決め作業を終えた後、補強リング片1、1の地山側のフランジの外側面に、継手板2を、補強リング片1、1にほぼ均等に跨り、且つ補強リング片1の地山側のフランジに設けたボルト孔11と継手板2に設けたボルト孔12がそれぞれ同心となる配置に位置決めする。
前記継手板2は、補強リング1をライナープレート10に取り付ける前に予め、隣接する補強リング片1、1のいずれか一方のフランジにボルトなどで仮止めしておくと、位置決め作業を容易に進めることができる。
Next, as shown in FIGS. 8A and 8B, the two reinforcing ring pieces 1 to which the nut holding member 5 is attached face each other along the circumferential flange 10 a at the lower end portion of the existing liner plate 10. ) Install. Specifically, the flange on the side where the nut holding member 5 of each reinforcing ring piece 1 is provided is arranged on the ground mountain side, and is provided in the bolt hole 20 provided in the web of each reinforcing ring piece 1 and the circumferential flange 10a. The bolt holes 10b are matched, and the nuts 22 are screwed into the bolt holes 20 and 10b that match with each other and attached.
The nut holding member 5 is configured so that the latching portion 6 does not slide even if some vibration or the like occurs, so that the flange ring is attached to the flange until the reinforcing ring piece 1 is attached to the liner plate. There is no misalignment between the provided bolt hole 11 and the nut 4 fitted into the nut holding member 5.
In this way, after the positioning operation for facing the reinforcing ring pieces 1 and 1 is completed, the joint plate 2 is attached to the reinforcing ring pieces 1 and 1 on the outer surface of the ground-side flange of the reinforcing ring pieces 1 and 1. The bolt holes 11 provided in the flange on the ground mountain side of the reinforcing ring piece 1 and the bolt holes 12 provided in the joint plate 2 are positioned so as to be concentric with each other.
When the joint plate 2 is temporarily fixed to one of the flanges of the adjacent reinforcing ring pieces 1 and 1 with a bolt or the like before the reinforcing ring 1 is attached to the liner plate 10, the positioning work can be easily advanced. be able to.

続いて、図9A、Bに示したように、補強リング片の地山側のフランジの上半部のボルト締め作業を行う。
この部位のボルト締め作業は、ナット4が予めナット保持部材5により取り付けられているので、手探り状態での作業を余儀なくされる作業者は、ボルト3の操作のみでボルト締め作業を行うことができる。しかも、継手板2に設けたボルト孔12を幅広の楕円形に形成しているので、ボルト3の先端部を補強リング片1のボルト孔11へ案内しやすい。前記ボルト孔12、11を通過させたボルト3は、ナット4がナット保持部材5に共回りしない程度に緩く保持されているので、ナット4に対し、多少芯振れする状態で操作して、ナット4のねじの始端を探し当て、ねじ込み操作を容易に進めることができ、スムーズで良好なボルト接合作業を進められる。
また、ボルト接合作業の過程において、ナット4にボルト3をねじ込むと、図5A、Bに段階的に示したように、同ねじ込み力により前記ナット4が前記補強リング片1のフランジ側へ寄り、前記係止部5bを押し広げて抜け外れ防止状態が解除され、そのままボルト3のねじ込みを続けることで、ナット3は補強リング片1のフランジに密着し、強固なボルト締めを行うことができる。ナット保持部材5のナット嵌め込み部5a内に、前記ナット4と共にワッシャーを嵌め込んで実施する場合には、さらに強固なボルト締めを行うことができる。
Subsequently, as shown in FIGS. 9A and 9B, the bolting operation of the upper half portion of the flange on the natural ground side of the reinforcing ring piece is performed.
Since the nut 4 is previously attached by the nut holding member 5 in the bolt tightening operation of this part, an operator who is forced to work in a groping state can perform the bolt tightening operation only by operating the bolt 3. . Moreover, since the bolt holes 12 provided in the joint plate 2 are formed in a wide oval shape, the tip of the bolt 3 can be easily guided to the bolt holes 11 of the reinforcing ring piece 1. The bolt 3 that has passed through the bolt holes 12 and 11 is held so loosely that the nut 4 does not rotate together with the nut holding member 5. The start end of the screw 4 can be located and the screwing operation can be easily advanced, and a smooth and good bolt joining operation can be carried out.
In addition, when the bolt 3 is screwed into the nut 4 in the process of the bolt joining operation, as shown in steps in FIGS. 5A and 5B, the nut 4 moves toward the flange side of the reinforcing ring piece 1 due to the screwing force, When the locking portion 5b is expanded to release the slip-off prevention state, and the bolt 3 is continuously screwed in, the nut 3 is brought into close contact with the flange of the reinforcing ring piece 1 and can be firmly tightened. When the washer is fitted into the nut fitting portion 5a of the nut holding member 5 together with the nut 4, the bolt can be tightened more firmly.

ナット保持部材5に保持されたすべてのナット4にボルト3を強固にねじ込む作業を終えた後、地山側のフランジの下半部のボルト接合作業を行うと共に、坑内側のフランジの上半部及び下半部のボルト接合作業を行う。なお、地山側のボルト接合作業に着手する前に、坑内側のボルト接合作業を済ませておいてもよい。ちなみに、図9A中の符号8は、ワッシャーを示している。   After the bolt 3 is firmly screwed into all the nuts 4 held by the nut holding member 5, the lower half of the flange on the natural ground side is joined with the bolt, and the upper half of the flange on the inner side of the well and Perform bolting work for the lower half. In addition, before starting the bolt joining work on the natural ground side, the bolt joining work on the inner side of the well may be completed. Incidentally, reference numeral 8 in FIG. 9A denotes a washer.

かくして、補強リング片1、1の両フランジに継手板2、2をボルト接合し、向き合わせた補強リング片1、1同士を接合する作業を、前記ライナープレート10の周方向フランジに沿って、必要な数だけ繰り返し行うことにより、補強リングを形成することができる。補強リングを形成した後は、補強リング片1に取り付けておいた複数のボルト21の一部を一旦取り外し、下側にライナープレート(図示省略)を配置した後、前記ボルト21を再び取り付ける。   Thus, the joint plates 2 and 2 are bolted to both flanges of the reinforcing ring pieces 1 and 1, and the work of joining the reinforcing ring pieces 1 and 1 facing each other is performed along the circumferential flange of the liner plate 10. By repeating as many times as necessary, the reinforcing ring can be formed. After forming the reinforcing ring, a part of the plurality of bolts 21 attached to the reinforcing ring piece 1 is once removed, and a liner plate (not shown) is arranged on the lower side, and then the bolt 21 is attached again.

以上説明した鋼材(補強リング片)の接合構造及び同接合構造に用いるナット保持部材5によれば、ナット4を取り付ける部位に予め、ナット4を納めたナット保持部材5を取り付けておくことで、その分だけ接合作業の省力化を実現できることは勿論のこと、作業員が目視で確認しづらく手探り状態でボルト3とナット4の締結作業を行う必要のある部位が生じる場合であっても、前記部位に予め、ナット4を納めたナット保持部材5を取り付けておくことにより、スムーズで良好なボルトとナットの接合作業を行うことができる。
また、前記ナット嵌め込み部5aは、ナット4の外径よりも若干大きく形成し、ナット嵌め込み部5aに嵌め込まれたナット4が、ナット嵌め込み部5aの中で回らない程度に緩く保持する構成で実施しているので、ナット4に多少の遊びを持たせることで、ナット4と締結するボルト3がナット4に対し、多少芯振れする状態で操作してナット4のねじの始端を探し当て、ねじ込み操作を容易に進めることができるので、作業員が目視で確認しづらく手探り状態でボルトとナットの締結作業を行う場合であっても、スムーズで良好なボルト接合作業を進めることができる。
さらに、前記ナット嵌め込み部5aに設けた係止部5bを、弾性変形可能な形状、或いは材質で実施することにより、ボルト接合作業の過程において、ナット4にボルト3をねじ込むと、同ねじ込み力により前記ナット4が補強リング片1のフランジ側へ寄り、係止部5bを押し広げて抜け外れ防止状態が解除され、そのままボルト3のねじ込みを続けることで、ナット3は補強リング片1のフランジに密着し、強固なボルト締めを行うことができる。
According to the nut holding member 5 used for the steel material (reinforcing ring piece) joining structure and the joining structure described above, by attaching the nut holding member 5 containing the nut 4 in advance to the part to which the nut 4 is attached, Of course, it is possible to realize the labor saving of the joining work as much as that, even if there is a portion where it is necessary to perform the fastening work of the bolt 3 and the nut 4 in a groping state that is difficult for an operator to visually confirm, By attaching the nut holding member 5 in which the nut 4 is housed in advance to the part, it is possible to perform a smooth and satisfactory joining operation between the bolt and the nut.
Further, the nut fitting portion 5a is formed to be slightly larger than the outer diameter of the nut 4, and the nut 4 fitted into the nut fitting portion 5a is held loosely to the extent that it does not rotate in the nut fitting portion 5a. Therefore, by giving the nut 4 some play, the bolt 3 to be fastened with the nut 4 is operated in a state where the nut 4 is slightly displaced with respect to the nut 4 to find the start end of the screw of the nut 4 and screwing operation Therefore, even when the bolt and nut are fastened in a groping state that is difficult for an operator to visually confirm, the bolt can be smoothly and satisfactorily joined.
Furthermore, by engaging the locking portion 5b provided on the nut fitting portion 5a with an elastically deformable shape or material, when the bolt 3 is screwed into the nut 4 during the bolt joining operation, The nut 4 is moved toward the flange side of the reinforcing ring piece 1, and the locking portion 5 b is pushed and widened to release the detachment prevention state. By continuing to screw the bolt 3 as it is, the nut 3 becomes the flange of the reinforcing ring piece 1. Adheres closely and can be tightened firmly.

図12〜図14は、本発明に係る補強リング片1の接合構造の実施例2を示している。
この実施例2は、上記実施例1と比して、ナット保持部材5の形態が主に相違する。補強リング片1、継手板2その他の構成部材は、上記実施例1と同様なので同一の符号を付してその説明を適宜省略する。
この実施例2に係るナット保持部材9は、上記実施例1に係るナット保持部材5が掛け止め式で実施しているのに対し、ねじ止め式で実施している点が相違する。前記ナット保持部材9は、ねじ止め部を形成するために、前記ナット保持部材5より横方向に長い平板状で実施している。
具体的に、前記ナット保持部材9は、その一端部に形成したボルト孔9aを、補強リング片1の地山側のフランジの上半部に設けたボルト孔16と一致させ、当該一致したボルト孔9a、16にボルト17を通し、ナット18をねじ込むことにより、前記フランジの上半部の内側面1aに取り付ける。この作業は、ライナープレート10に補強リング片1を配設する前に行われる。
補強リング片1に前記ナット保持部材9を取り付けた後に行う、ライナープレート10と補強リング片1との接合作業、及び向き合わせた補強リング片1、1と継手板2、2との接合作業は、上記実施例1と同様の要領で行う。
FIGS. 12-14 has shown Example 2 of the joining structure of the reinforcement ring piece 1 which concerns on this invention.
The second embodiment is mainly different from the first embodiment in the form of the nut holding member 5. Since the reinforcing ring piece 1, the joint plate 2 and other constituent members are the same as those in the first embodiment, the same reference numerals are given and the description thereof is omitted as appropriate.
The nut holding member 9 according to the second embodiment is different from the nut holding member 5 according to the first embodiment in that the nut holding member 5 is implemented in a latching manner, whereas the nut retaining member 5 is implemented in a screwing manner. The nut holding member 9 has a flat plate shape that is longer in the lateral direction than the nut holding member 5 in order to form a screwing portion.
Specifically, the nut holding member 9 has a bolt hole 9a formed at one end thereof matched with the bolt hole 16 provided in the upper half of the flange on the ground ring side of the reinforcing ring piece 1, and the matched bolt hole Bolts 17 are passed through 9a and 16 and nuts 18 are screwed in to attach to the inner side surface 1a of the upper half of the flange. This operation is performed before the reinforcing ring piece 1 is disposed on the liner plate 10.
The joining work between the liner plate 10 and the reinforcing ring piece 1 and the joining work between the facing reinforcing ring pieces 1 and 1 and the joint plates 2 and 2 after the nut holding member 9 is attached to the reinforcing ring piece 1 are as follows. The same procedure as in Example 1 is performed.

したがって、この実施例2に係る補強リング片1の接合構造は、上記実施例1と比して、ナット保持部材9(5)を補強リング片1に取り付ける手法のみが相違するので、上記実施例1と同様の作用効果を奏する(段落[0039]参照)。
加えて、この実施例2に係るナット保持部材9の補強リング片1への固定はねじ込み式であり、上記実施例1に係るナット保持部材5のように掛け止め部6は無用となる。よって、補強リング片1の地山側のフランジと継手板2とを密着させてボルト接合できるので、上記実施例1と比して、より強固なボルト接合作業を行うことができる。
Therefore, since the joining structure of the reinforcing ring piece 1 according to the second embodiment is different from the first embodiment only in the method of attaching the nut holding member 9 (5) to the reinforcing ring piece 1, the above embodiment is different. 1 has the same effect (see paragraph [0039]).
In addition, fixing of the nut holding member 9 according to the second embodiment to the reinforcing ring piece 1 is a screw-in type, and the latching portion 6 is not necessary like the nut holding member 5 according to the first embodiment. Therefore, since the flange on the ground mountain side of the reinforcing ring piece 1 and the joint plate 2 can be brought into close contact with each other and bolted, the bolt can be joined more firmly than in the first embodiment.

以上、実施例を図面に基づいて説明したが、本発明は、図示例の限りではなく、その技術的思想を逸脱しない範囲において、当業者が通常に行う設計変更、応用のバリエーションの範囲を含むことを念のために言及する。   Although the embodiments have been described with reference to the drawings, the present invention is not limited to the illustrated examples and includes a range of design changes and application variations that are usually made by those skilled in the art without departing from the technical idea thereof. I will mention that just in case.

1 補強リング片(鋼材)
1a 地山側フランジの内側面
1b 地山側フランジの内側面
2 継手板
3 ボルト
4 ナット
5 ナット保持部材
5a ナット嵌め込み部
5b 係止部
6 掛け止め部
7 段部
8 ワッシャー
9 ナット保持部材
9a ボルト孔
10 ライナープレート
10a ボルト孔
11 ボルト孔
12 ボルト孔
13 地山
14 坑内
15 ナット保持部材
15a ナット通し孔
16 ボルト孔
17 ボルト
18 ナット
19a 補強リング片
19b 補強リング片
20 ボルト孔
21 ボルト
1 Reinforcing ring piece (steel)
DESCRIPTION OF SYMBOLS 1a Inner side surface of natural ground side flange 1b Inner side surface of natural ground side flange 2 Joint plate 3 Bolt 4 Nut 5 Nut holding member 5a Nut fitting part 5b Locking part 6 Latching part 7 Step part 8 Washer 9 Nut holding member 9a Bolt hole 10 Liner plate 10a Bolt hole 11 Bolt hole 12 Bolt hole 13 Ground 14 Mine 15 Nut holding member 15a Nut through hole 16 Bolt hole 17 Bolt 18 Nut 19a Reinforcement ring piece 19b Reinforcement ring piece 20 Bolt hole 21 Bolt

Claims (13)

向き合わせた鋼材同士の端部が、継手板を介してボルト接合される鋼材の接合構造であって、
各鋼材の端部の一側面に、同端部に設けたボルト孔と一致する配置で、ナットを納めたナット保持部材が取り付けられ、当該鋼材端部の反対側側面に、前記ボルト孔と一致するボルト孔を有する継手板が配置されていること、
前記ナット保持部材は、前記ナットが回り止め状態に嵌め込まれるナット嵌め込み部が設けられ、前記ナット嵌め込み部には、嵌め込まれたナットが抜け外れないように抜け外れ防止状態に保持する係止部を備えており、
各鋼材と継手板に設けたボルト孔、及びナット保持部材のナットの位置を合わせて継手板の外側からボルトが挿入され、前記ナット保持部材のナットにねじ込み、同ねじ込み力により前記ナットが前記ボルトの頭部方向へ移動する際に、前記係止部を押し広げ、抜け外れ防止状態が解除されてボルト接合されることを特徴とする、鋼材の接合構造。
The end part of the steel materials facing each other is a steel material joining structure that is bolted via a joint plate,
A nut holding member containing a nut is attached to one side surface of each steel material in an arrangement that matches the bolt hole provided in the same end, and the same side as the bolt hole on the opposite side surface of the steel material end. A joint plate having bolt holes to be placed,
The nut holding member is provided with a nut fitting portion into which the nut is fitted in a non-rotating state, and the nut fitting portion has a locking portion that holds the fitted nut in a state that prevents the nut from coming off so as not to come off. Has
The bolt holes provided in each steel material and the joint plate and the nuts of the nut holding member are aligned and the bolt is inserted from the outside of the joint plate and screwed into the nut of the nut holding member. When moving in the direction of the head of the steel, the joining portion of the steel material is characterized in that the engaging portion is expanded to be bolted and the detachment prevention state is released and bolted.
前記鋼材は、フランジをライナープレートの地山側および坑内側に配置する形鋼で成形した補強リング片であり、各補強リング片の地山側へ配置するフランジの端部の内側面に、同端部に設けたボルト孔と一致する配置で前記ナット保持部材が取り付けられており、当該ナット保持部材が取り付けられた各補強リング片が、そのフランジを地山側および坑内側へ配置するようにライナープレートに設けられ、隣接する補強リング片同士の端部が向き合わされ、前記継手板を介してボルト接合されて補強リングが形成されることを特徴とする、請求項1に記載した鋼材の接合構造。   The steel material is a reinforcing ring piece formed of a shape steel in which a flange is disposed on the natural ground side of the liner plate and on the inner side of the liner plate, and the same end portion is provided on the inner surface of the end of the flange disposed on the natural ground side of each reinforcing ring piece. The nut holding member is attached in an arrangement that matches the bolt hole provided in the liner plate, and each reinforcing ring piece to which the nut holding member is attached is attached to the liner plate so that the flange is placed on the ground side and the inside of the shaft. 2. The steel material joining structure according to claim 1, wherein end portions of adjacent reinforcing ring pieces are faced to each other and bolted through the joint plate to form a reinforcing ring. 3. 前記ナット保持部材のナット嵌め込み部は、ナットの外径よりも若干大きく形成され、ナット嵌め込み部に嵌め込まれたナットは、ナット嵌め込み部の中で回らない程度に緩く保持されていることを特徴とする、請求項1又は2に記載した鋼材の接合構造。   The nut fitting portion of the nut holding member is formed to be slightly larger than the outer diameter of the nut, and the nut fitted into the nut fitting portion is held loosely enough not to rotate in the nut fitting portion. The steel material joint structure according to claim 1 or 2. 前記補強リング片をなす形鋼はH形鋼であり、前記ナット保持部材は、前記補強リング片の地山側へ配置するフランジの上半部の内側面に取り付けられることを特徴とする、請求項2又は3に記載した鋼材の接合構造。   The section steel forming the reinforcing ring piece is an H-section steel, and the nut holding member is attached to an inner surface of an upper half portion of a flange disposed on the ground side of the reinforcing ring piece. 2. A steel joint structure according to 2 or 3. 前記ナット保持部材は、上端部に、前記補強リング片の地山側のフランジの上端に掛け止める掛け止め部が設けられていることを特徴とする、請求項2〜4のいずれか一に記載した鋼材の接合構造。   The said nut holding member is provided with the latching part latched on the upper end of the flange of the ground ring side of the said reinforcement ring piece at the upper end part, It described in any one of Claims 2-4 characterized by the above-mentioned. Steel joint structure. 前記ナット保持部材は、前記補強リング片の地山側のフランジとボルト止め、又はねじ止めにより取り付けられることを特徴とする、請求項2〜4のいずれか一に記載した鋼材の接合構造。   The steel material joining structure according to any one of claims 2 to 4, wherein the nut holding member is attached to a ground-side flange of the reinforcing ring piece by bolting or screwing. 前記継手板は、予め、隣接する補強リング片のいずれか一方のフランジに回動可能にボルト止め、又はねじ止めされていることを特徴とする、請求項2〜6のいずれか一に記載した鋼材の接合構造。   The said joint board is bolted or screwed to either one flange of the adjacent reinforcement ring piece beforehand so that rotation is possible, It was described in any one of Claims 2-6 characterized by the above-mentioned. Steel joint structure. 前記ナット保持部材のナット嵌め込み部には、ナットと共にワッシャーが納められていることを特徴とする、請求項1〜7のいずれか一に記載した鋼材の接合構造。   The steel fitting joint structure according to any one of claims 1 to 7, wherein a washer is housed together with a nut in a nut fitting portion of the nut holding member. 前記ナット保持部材は樹脂製であることを特徴とする、請求項1〜8のいずれか一に記載した鋼材の接合構造。   The said nut holding member is resin, The joining structure of the steel materials as described in any one of Claims 1-8 characterized by the above-mentioned. ボルト孔のある鋼材をボルト接合する際に用いる、ナットを回り止め状態で保持するナット保持部材であって、
前記ナット保持部材は、前記ナットが回り止め状態に嵌め込まれるナット嵌め込み部が設けられ、前記ナット嵌め込み部には、嵌め込まれたナットが抜け外れないように抜け外れ防止状態に保持する係止部を備えており、
ボルトを前記鋼材のボルト孔に通し、前記ボルトの先端を前記ナット保持部材のナットにねじ込み、同ねじ込み力により前記ナットが前記ボルトの頭部方向へ移動する際に、前記係止部を押し広げ、抜け外れ防止状態が解除されることを特徴とする、ナット保持部材。
A nut holding member for holding a nut in a non-rotating state, which is used when bolting a steel material having a bolt hole,
The nut holding member is provided with a nut fitting portion into which the nut is fitted in a non-rotating state, and the nut fitting portion has a locking portion that holds the fitted nut in a state that prevents the nut from coming off so as not to come off. Has
Pass the bolt through the bolt hole of the steel material, screw the tip of the bolt into the nut of the nut holding member, and when the nut moves toward the head of the bolt due to the screwing force, the locking portion is expanded. The nut holding member is released from the detachment prevention state.
前記ナット保持部材のナット嵌め込み部は、ナットの外径よりも若干大きく形成され、ナット嵌め込み部に嵌め込まれたナットは、ナット嵌め込み部の中で回らない程度に緩く保持されていることを特徴とする、請求項10に記載したナット保持部材。   The nut fitting portion of the nut holding member is formed to be slightly larger than the outer diameter of the nut, and the nut fitted into the nut fitting portion is held loosely enough not to rotate in the nut fitting portion. The nut holding member according to claim 10. 前記ナット保持部材のナット嵌め込み部には、ナットと共にワッシャーが納められていることを特徴とする、請求項10又は11に記載したナット保持部材。   The nut holding member according to claim 10 or 11, wherein a washer is housed together with the nut in a nut fitting portion of the nut holding member. 前記ナット保持部材は樹脂製であることを特徴とする、請求項10〜12のいずれか一に記載したナット保持部材。   The nut holding member according to any one of claims 10 to 12, wherein the nut holding member is made of resin.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018071144A (en) * 2016-10-27 2018-05-10 株式会社イザキ Method for constructing underground concrete structure, and underground concrete structure

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05280525A (en) * 1992-03-31 1993-10-26 Sumitomo Metal Ind Ltd Jointing nut fixing jig
JPH08281525A (en) * 1995-04-13 1996-10-29 Sumitomo Wiring Syst Ltd Screw fastening mechanism
JP2004300737A (en) * 2003-03-31 2004-10-28 Nippon Steel Corp Friction welding structure of high strength bolt for steel tube column and its construction method

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05280525A (en) * 1992-03-31 1993-10-26 Sumitomo Metal Ind Ltd Jointing nut fixing jig
JPH08281525A (en) * 1995-04-13 1996-10-29 Sumitomo Wiring Syst Ltd Screw fastening mechanism
JP2004300737A (en) * 2003-03-31 2004-10-28 Nippon Steel Corp Friction welding structure of high strength bolt for steel tube column and its construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018071144A (en) * 2016-10-27 2018-05-10 株式会社イザキ Method for constructing underground concrete structure, and underground concrete structure

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