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JP7437367B2 - How to connect coupling devices and connected members - Google Patents
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JP7437367B2 - How to connect coupling devices and connected members - Google Patents

How to connect coupling devices and connected members Download PDF

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JP7437367B2
JP7437367B2 JP2021172897A JP2021172897A JP7437367B2 JP 7437367 B2 JP7437367 B2 JP 7437367B2 JP 2021172897 A JP2021172897 A JP 2021172897A JP 2021172897 A JP2021172897 A JP 2021172897A JP 7437367 B2 JP7437367 B2 JP 7437367B2
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bolt
main body
members
nut
spacer
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JP2023062793A (en
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悠貴 山下
将太 阿曽
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Nippon Concrete Industries Co Ltd
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Nippon Concrete Industries Co Ltd
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Description

本発明は、一および他の被接続部材を本体部の背後の接続部の位置で接続する継手装置および被接続部材の接続方法に関する。 The present invention relates to a coupling device for connecting one and other connected members at a connecting portion behind a main body, and a method for connecting connected members.

従来、トンネル工事の際に用いられるアーチ状の鋼製の支保工は、複数に分割されてトンネル内に持ち込まれ、一般に、ボルト、ナットなどを用いて連結される(例えば、特許文献1および2参照)。 Conventionally, arch-shaped steel shoring used in tunnel construction is divided into a plurality of parts, brought into the tunnel, and generally connected using bolts, nuts, etc. (for example, Patent Documents 1 and 2) reference).

特開2013-129985号公報Japanese Patent Application Publication No. 2013-129985 登録実用新案第3211895号公報Registered utility model No. 3211895

上記のような支保工は、H形鋼、あるいはT形鋼などの鋼材が用いられ、トンネル(地山)と接する場所に設置されて端部が突き当てられ、トンネルの内空側からフランジ部の背後にて地山との間に位置するウェブ部の位置で連結される。そのため、作業者はフランジ部が邪魔となってボルトの接続位置を直接目視することが困難であるとともに、フランジ部の背後の地山との間の作業スペースが狭く、ボルトにナットを締め付けることが容易でないなど、作業性が良好でない。 The above-mentioned shoring is made of steel such as H-shaped steel or T-shaped steel, and is installed in a place in contact with the tunnel (earth), with its ends abutted against each other, and the flange section is inserted from the inner side of the tunnel. It is connected at the position of the web part located between the ground and the back of the ground. As a result, it is difficult for workers to directly see the bolt connection position because the flange gets in the way, and the working space between the flange and the ground behind it is narrow, making it difficult to tighten the nuts on the bolts. The workability is not good, such as not being easy.

本発明は、このような点に鑑みなされたもので、被接続部材の接続の作業性が良好な継手装置および被接続部材の接続方法を提供することを目的とする。 The present invention has been made in view of the above points, and an object of the present invention is to provide a joint device and a method for connecting connected members that have good workability in connecting connected members.

請求項1記載の継手装置は、本体部と、前記本体部の背後に形成された接続部と、を備える被接続部材を前記接続部の位置で接続する継手装置であって、一の前記被接続部材の前記接続部と他の前記被接続部材の前記接続部とに亘りこれら接続部の両側に配置される連結体と、一端部に頭部を有し、他端部に螺合部を有して、一の前記被接続部材と他の前記被接続部材とのそれぞれに対し、一の前記連結体から前記接続部を介し他の前記連結体に亘り挿入されるボルトと、前記ボルトの前記螺合部に螺着されるナットと、前記ボルトの前記頭部と前記ナットとを前記本体部の一側と他側とから突出する位置に規制するスペーサと、を備えるものである。 The joint device according to claim 1 is a joint device for connecting connected members each including a main body portion and a connecting portion formed behind the main body portion at a position of the connecting portion, wherein one of the connected members a connecting body disposed on both sides of the connecting portion of the connecting member and the connecting portion of the other connected member; a connecting body having a head at one end and a screwing portion at the other end; a bolt to be inserted from one of the connecting bodies to the other connecting body via the connecting part, and a bolt to be inserted into each of the one connected member and the other connected member; The device includes a nut that is screwed onto the threaded portion, and a spacer that restricts the head of the bolt and the nut to protrude from one side and the other side of the main body portion.

請求項2記載の継手装置は、請求項1記載の継手装置において、連結体は、スプライスプレートであるものである。 A joint device according to a second aspect of the present invention is the joint device according to the first aspect, wherein the connecting body is a splice plate.

請求項3記載の継手装置は、請求項1または2記載の継手装置において、被接続部材は、トンネル用の支保工を構成する部材であるものである。 A joint device according to a third aspect of the invention is the joint device according to the first or second aspect, in which the connected member is a member constituting a support for a tunnel.

請求項4記載の被接続部材の接続方法は、請求項1ないし3いずれか一記載の継手装置を用いて、本体部と、前記本体部の背後に形成された接続部と、を備える被接続部材を前記接続部の位置で接続する被接続部材の接続方法であって、一のスペーサに挿入したボルトを、一の前記被接続部材の前記接続部と他の前記被接続部材の前記接続部との一側に亘り重ねた一の前記連結体と、前記接続部と、一の前記被接続部材の前記接続部と他の前記被接続部材の前記接続部との他側に亘り重ねた他の前記連結体と、に亘り挿入し、前記ボルトの他端部側に他のスペーサを挿入し、前記ボルトの前記螺合部に前記ナットを螺着させることで、前記ボルトの前記頭部と前記ナットとの間に一の前記スペーサ、一の前記連結体、前記接続部、他の前記連結体、および、他の前記スペーサを介在させて一の前記被接続部材と他の前記被接続部材とを接続するものである。 A method for connecting connected members according to claim 4 is a method for connecting connected members comprising a main body portion and a connecting portion formed behind the main body portion, using the coupling device according to any one of claims 1 to 3. A method for connecting members to be connected, in which a bolt inserted into one spacer is connected to the connecting portion of one of the members to be connected and the connecting portion of another member to be connected. one of the connecting bodies overlapped on one side with the connecting body; the connecting part of one of the connected members overlapped on the other side with the connecting part of the other connected member; and the connecting body of the bolt, inserting another spacer into the other end of the bolt, and screwing the nut into the threaded portion of the bolt. One of the spacers, one of the connecting bodies, one of the connecting parts, another of the connecting bodies, and another of the spacers are interposed between the nut and the one of the connected members and the other of the connected members. It connects the

請求項5記載の被接続部材の接続方法は、請求項4記載の被接続部材の接続方法において、螺合部にナットを螺着させる際、前記ナットを仮締めし、連結体の位置を調整した後、前記ナットを本締めするものである。 The method for connecting members to be connected according to claim 5 is the method for connecting members to be connected according to claim 4, in which when the nut is screwed into the threaded portion, the nut is temporarily tightened and the position of the connecting body is adjusted. After that, the nut is fully tightened.

本発明によれば、被接続部材の接続の作業性が良好になる。 According to the present invention, the workability of connecting members to be connected is improved.

本発明の一実施の形態の継手装置を示す正面図である。FIG. 1 is a front view showing a joint device according to an embodiment of the present invention. 同上継手装置を示す側面図である。It is a side view showing the joint device same as the above. 同上継手装置により接続される被接続部材からなる支保工の一例を示す断面図である。It is a sectional view showing an example of the shoring which consists of connected members connected by the joint device same as the above. 図3のI-I相当位置の断面図である。4 is a sectional view taken along line II in FIG. 3. FIG. 同上被接続部材の接続方法の一工程を示す平面図である。It is a top view which shows one process of the connection method of a to-be-connected member same as the above. 同上被接続部材の接続方法の図5に示される工程に続く工程を示す平面図である。FIG. 6 is a plan view showing a step subsequent to the step shown in FIG. 5 of the method for connecting the connected members same as above. 同上被接続部材の接続方法の図6に示される工程に続く工程を示す平面図である。FIG. 7 is a plan view showing a step subsequent to the step shown in FIG. 6 of the method for connecting the connected members same as above.

以下、本発明の一実施の形態について、図面を参照して説明する。 DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings.

図1および図2において、1は継手装置を示す。継手装置1は、複数の被接続部材2を互いに接続する。被接続部材2は、例えば鋼製のものが用いられる。本実施の形態において、図3および図4に示されるように、被接続部材2はトンネルTの覆工に用いられる支保工3を構成する部材である。被接続部材2は、アーチ状に形成され、互いに端部が突き当てられた状態で継手装置1により接続されることで、トンネルTの断面形状の周方向に沿うように配置される。 In FIGS. 1 and 2, 1 indicates a joint device. The coupling device 1 connects a plurality of connected members 2 to each other. The member to be connected 2 is made of steel, for example. In this embodiment, as shown in FIGS. 3 and 4, the connected member 2 is a member that constitutes a shoring 3 used for lining the tunnel T. The connected members 2 are formed in an arch shape and are arranged along the circumferential direction of the cross-sectional shape of the tunnel T by being connected by the joint device 1 with their ends abutted against each other.

本実施の形態において、被接続部材2は、一つの支保工3につき例えば六つ用いられる。図示される例では、被接続部材2は、トンネルTの上側のアーチ部分を構成する三つの被接続部材2a,2b,2cと、トンネルTの両側壁部分を構成する二つの被接続部材2d,2eと、トンネルTの下側のインバート部分を構成する一つの被接続部材2fと、が設定されている。継手装置1により、被接続部材2aの両端部と被接続部材2b,2cとが接続され、被接続部材2bの下端部と被接続部材2dの上端部とが接続され、被接続部材2cの下端部と被接続部材2eの上端部とが接続され、被接続部材2d,2eの下端部と被接続部材2fの両端部とが接続されて環状の一つの支保工3が構成される。本実施の形態では、継手装置1が六つ設定されている。このように、支保工3を複数の被接続部材2に分割することで、作業者が被接続部材2を容易に持ち運びできるようになっている。 In this embodiment, six connected members 2 are used for one shoring 3, for example. In the illustrated example, the connected members 2 include three connected members 2a, 2b, 2c forming the upper arch portion of the tunnel T, two connected members 2d forming both side wall portions of the tunnel T, 2e and one connected member 2f that constitutes an inverted portion on the lower side of the tunnel T are set. The coupling device 1 connects both ends of the connected member 2a and the connected members 2b, 2c, connects the lower end of the connected member 2b and the upper end of the connected member 2d, and connects the lower end of the connected member 2c. and the upper end of the connected member 2e are connected, and the lower ends of the connected members 2d and 2e and both ends of the connected member 2f are connected to form one annular shoring 3. In this embodiment, six joint devices 1 are set. By dividing the shoring 3 into a plurality of connected members 2 in this way, the worker can easily carry the connected members 2.

そして、複数の被接続部材2が接続されて構成された支保工3は、それぞれ架台4上に固定部材5により固定されてトンネルTの軸方向に複数配置され、これら軸方向に離れる支保工3間にて連結部材6によって軸方向に連結されるとともに、トンネルTの被設置部である地山7に固定部材8によって固定される。 A plurality of shorings 3 configured by connecting a plurality of connected members 2 are each fixed by a fixing member 5 on a frame 4 and arranged in the axial direction of the tunnel T, and these shorings 3 are separated in the axial direction. They are connected in the axial direction by a connecting member 6 between them, and are fixed to the ground 7, which is the installed part of the tunnel T, by a fixing member 8.

架台4は、例えばH形鋼が用いられる。架台4は、トンネルTの両側方向に沿って延びるように配置される。本実施の形態では、架台4の上部に対し、支保工3の下部の被接続部材2fが中央部の位置で固定部材5により固定される。 The frame 4 is made of, for example, H-beam steel. The pedestal 4 is arranged so as to extend along both sides of the tunnel T. In this embodiment, the connected member 2f at the lower part of the shoring 3 is fixed to the upper part of the pedestal 4 at a central position by the fixing member 5.

固定部材5は、例えばホールインアンカーボルトなどである。固定部材5は、被接続部材2fの長手方向と交差または直交する方向にて被接続部材2f側から架台4側へとトンネルTの断面放射方向に沿って配置される。 The fixing member 5 is, for example, a hole-in anchor bolt. The fixing member 5 is arranged along the cross-sectional radial direction of the tunnel T from the connected member 2f side to the pedestal 4 side in a direction that intersects or perpendicularly crosses or perpendicularly to the longitudinal direction of the connected member 2f.

連結部材6は、例えばH形鋼が用いられる。本実施の形態では、被接続部材2fの両端部近傍の位置の下部に連結部材6がブラケットおよびボルト・ナットを用いて取り付けられる。連結部材6は、架台4に対し交差または直交する方向に延びている。 The connecting member 6 is made of, for example, H-beam steel. In this embodiment, the connecting member 6 is attached to the lower part of the connected member 2f near both ends using a bracket and bolts and nuts. The connecting member 6 extends in a direction intersecting or perpendicular to the pedestal 4.

固定部材8は、例えばホールインアンカーボルトなどである。固定部材8は、被接続部材2a~2eの長手方向と交差または直交する方向にて被接続部材2a~2e側から地山7側へとトンネルTの断面放射方向に沿って配置される。 The fixing member 8 is, for example, a hole-in anchor bolt. The fixing member 8 is arranged along the cross-sectional radial direction of the tunnel T from the side of the connected members 2a to 2e to the ground 7 side in a direction that intersects or perpendicularly with the longitudinal direction of the connected members 2a to 2e.

図1および図2に示されるように、被接続部材2は、一例として、形鋼が用いられる。本実施の形態では、被接続部材2は、T形鋼が用いられる。図示される例では、被接続部材2は、フランジ部である本体部10と、この本体部10に突設されたウェブ部である補強部11と、を一体的に有する。そして、図3に示されるように、被接続部材2は、トンネルTの内空側に本体部10を位置させ、地山7側に補強部11を対向させた状態で設置される。 As shown in FIGS. 1 and 2, the connected member 2 is made of, for example, a shaped steel. In this embodiment, the member to be connected 2 is made of T-shaped steel. In the illustrated example, the connected member 2 integrally includes a main body portion 10 that is a flange portion, and a reinforcing portion 11 that is a web portion that projects from the main body portion 10 . As shown in FIG. 3, the connected member 2 is installed with the main body 10 located on the inner side of the tunnel T and the reinforcing portion 11 facing the earth 7 side.

図1に示されるように、本体部10は、少なくとも幅Wを有する。本実施の形態において、本体部10は、幅Wが一定または略一定に設定されている。本体部10は、板状に形成され、被接続部材2の長手方向に帯状に連なって形成されている。 As shown in FIG. 1, the main body portion 10 has at least a width W. As shown in FIG. In this embodiment, the width W of the main body portion 10 is set to be constant or substantially constant. The main body portion 10 is formed into a plate shape, and is formed in a band-like manner in the longitudinal direction of the connected member 2 .

補強部11は、本体部10よりも幅狭に形成されている。補強部11は、本体部10の背後からこの本体部10に対して交差または直交する方向に突出している。補強部11は、本体部10の幅方向に両面を有する板状となっている。図3に示されるように、補強部11は、本体部10と地山7との間に介在される。すなわち、補強部11は、本体部10と地山7との間のスペースSに配置される。このスペースSは、継手装置1により被接続部材2を接続するための作業スペースである。このスペースSは、本体部10の幅Wよりも前後方向に狭いスペースとなっている。 The reinforcing portion 11 is formed narrower than the main body portion 10. The reinforcing portion 11 protrudes from behind the main body 10 in a direction intersecting or perpendicular to the main body 10 . The reinforcing portion 11 has a plate shape having both sides in the width direction of the main body portion 10 . As shown in FIG. 3, the reinforcing part 11 is interposed between the main body part 10 and the earth 7. That is, the reinforcing part 11 is arranged in the space S between the main body part 10 and the ground 7. This space S is a work space for connecting members 2 to be connected using the coupling device 1. This space S is narrower in the front-rear direction than the width W of the main body portion 10.

補強部11には、固定部材5または固定部材8が挿入される取付部12が一体的に形成されている。取付部12は、板状に形成され、本体部10に対して平行または略平行に位置する。取付部12は、被接続部材2の両端部近傍、あるいは、両端方向の中央部に配置されている。取付部12は、本体部10の両側よりも側方に突出するように形成されている。そのため、取付部12に対し、作業者Mが本体部10側から固定部材5または固定部材8を容易に挿入できるようになっている。 A mounting portion 12 into which the fixing member 5 or the fixing member 8 is inserted is integrally formed in the reinforcing portion 11 . The attachment portion 12 is formed into a plate shape and is located parallel or substantially parallel to the main body portion 10 . The attachment portions 12 are arranged near both ends of the connected member 2 or at the center in the direction of both ends. The attachment portion 12 is formed to protrude laterally from both sides of the main body portion 10 . Therefore, the operator M can easily insert the fixing member 5 or the fixing member 8 into the attachment part 12 from the main body part 10 side.

また、図1および図2に示されるように、補強部11には、少なくとも被接続部材2を継手装置1によって連結するための接続部13が形成されている。すなわち、接続部13は、本体部10の背後に位置する。接続部13は、少なくとも補強部11の長手方向の端部に位置する。接続部13の近傍に取付部12が位置している。接続部13は、補強部11に対し、補強部11を厚み方向に貫通する穴部14が形成されて構成されている。すなわち、接続部13は、本体部10の幅方向に所定の厚みt1を有する。穴部14は、所定の穴径を有する丸穴である。図示される例では、一つの接続部13につき、二つずつの穴部14が形成されている。これら穴部14は、被接続部材2の長手方向に所定の間隔で離れて配置されている。 Further, as shown in FIGS. 1 and 2, the reinforcing portion 11 is formed with a connecting portion 13 for connecting at least the members 2 to be connected by the coupling device 1. As shown in FIGS. That is, the connecting portion 13 is located behind the main body portion 10 . The connecting portion 13 is located at least at the end of the reinforcing portion 11 in the longitudinal direction. The attachment part 12 is located near the connection part 13. The connecting portion 13 is configured such that a hole portion 14 is formed in the reinforcing portion 11 to penetrate the reinforcing portion 11 in the thickness direction. That is, the connecting portion 13 has a predetermined thickness t1 in the width direction of the main body portion 10. The hole 14 is a round hole having a predetermined hole diameter. In the illustrated example, two holes 14 are formed for each connection portion 13. These holes 14 are spaced apart from each other at predetermined intervals in the longitudinal direction of the connected member 2 .

そして、継手装置1は、隣接する被接続部材2,2の接続部13,13に亘り配置される連結体15を備える。連結体15は、長手板状に形成されている。連結体15は、所定の厚みt2を有するスプライスプレートである。本実施の形態において、連結体15の厚みt2は、接続部13の厚みt1と等しくまたは略等しく設定されている。連結体15には、接続部13の穴部14に対応する挿入穴部16が形成されている。挿入穴部16は、穴部14と等しいまたは略等しい穴径を有する丸穴である。本実施の形態において、挿入穴部16は、一つの連結体15につき四つ設定されている。二つの挿入穴部16が、互いに隣接する被接続部材2のうちの一の被接続部材2の接続部13の穴部14に対応し、残りの二つの挿入穴部16が、互いに隣接する被接続部材2のうちの他の被接続部材2の接続部13の穴部14に対応する。挿入穴部16は、穴部14と等しいまたは略等しい間隔に配置されている。 The joint device 1 includes a connecting body 15 disposed across the connecting portions 13, 13 of the adjacent connected members 2, 2. The connecting body 15 is formed into a longitudinal plate shape. The connecting body 15 is a splice plate having a predetermined thickness t2. In this embodiment, the thickness t2 of the connecting body 15 is set to be equal or approximately equal to the thickness t1 of the connecting portion 13. An insertion hole 16 corresponding to the hole 14 of the connecting portion 13 is formed in the connecting body 15 . The insertion hole 16 is a round hole having the same or approximately the same diameter as the hole 14 . In this embodiment, four insertion holes 16 are provided for each connecting body 15. Two insertion holes 16 correspond to the holes 14 of the connecting portion 13 of one of the connected members 2 adjacent to each other, and the remaining two insertion holes 16 correspond to the holes 14 of the connecting portion 13 of one of the connected members 2 adjacent to each other. This corresponds to the hole 14 of the connecting portion 13 of the other connected member 2 of the connecting members 2 . The insertion holes 16 are arranged at equal or approximately equal intervals to the holes 14.

本実施の形態において、連結体15は、接続部13の一側に位置する一の連結体15aと、接続部13の他側に位置する他の連結体15bと、の一対が設定されている。 In this embodiment, a pair of connecting bodies 15 are set, including one connecting body 15a located on one side of the connecting part 13 and another connecting body 15b located on the other side of the connecting part 13. .

一の連結体15aから被接続部材2の接続部13を介し他の連結体15bに亘り、ボルト17が挿入される。つまり、ボルト17は、一の連結体15aの挿入穴部16、接続部13の穴部14、および、他の連結体15bの挿入穴部16に亘り挿入される。本実施の形態のボルト17は、長ボルトであり、被接続部材2の本体部10の幅Wよりも長さL1が長く形成されている。ここで、本体部10の幅Wとは、ボルト17が位置する部分における本体部10の幅Wで定義する。すなわち、本体部10が幅方向に部分的な凹凸を有する形状なども想定されるが、その場合、幅Wとは継手装置1により被接続部材2,2が接続された状態でボルト17が位置する部分における幅として定義されるものとする。 A bolt 17 is inserted from one connecting body 15a to the other connecting body 15b via the connecting portion 13 of the connected member 2. In other words, the bolt 17 is inserted through the insertion hole 16 of one coupling body 15a, the hole 14 of the connection part 13, and the insertion hole 16 of the other coupling body 15b. The bolt 17 of this embodiment is a long bolt, and is formed to have a length L1 longer than the width W of the main body portion 10 of the connected member 2. Here, the width W of the main body portion 10 is defined as the width W of the main body portion 10 at the portion where the bolt 17 is located. That is, it is assumed that the main body part 10 has a partially uneven shape in the width direction. shall be defined as the width at the part where

ボルト17は、一端部に頭部18を有し、他端部に螺合部19を有する。本実施の形態において、ボルト17は、例えば頭部18が六角形状の六角ボルトである。螺合部19は、ボルト17の頭部18から他端部に亘り配置されていてもよいし、他端部にのみ配置されていてもよい。 The bolt 17 has a head 18 at one end and a threaded portion 19 at the other end. In this embodiment, the bolt 17 is, for example, a hexagonal bolt whose head 18 is hexagonal. The threaded part 19 may be arranged from the head 18 of the bolt 17 to the other end, or may be arranged only at the other end.

ボルト17の螺合部19には、ナット20が螺着される。本実施の形態において、ナット20は、ボルト17の頭部18と同程度の大きさに形成された六角ナットである。 A nut 20 is screwed onto the threaded portion 19 of the bolt 17 . In this embodiment, the nut 20 is a hexagonal nut formed to have approximately the same size as the head 18 of the bolt 17.

また、ボルト17およびナット20と連結体15との間には、スペーサ21が介在される。本実施の形態において、スペーサ21は、筒状、例えば円筒状に形成され、ボルト17が挿入可能な筒状体である。図示される例では、スペーサ21は、径寸法に対して軸方向長さL2が大きい、長パイプ状に形成されている。 Further, a spacer 21 is interposed between the bolt 17 and nut 20 and the connecting body 15. In this embodiment, the spacer 21 is formed into a cylindrical shape, for example, a cylindrical body into which the bolt 17 can be inserted. In the illustrated example, the spacer 21 is formed in the shape of a long pipe, with an axial length L2 larger than the radial dimension.

スペーサ21の軸方向長さL2は、被接続部材2の本体部10の幅Wから接続部13の厚みt1と、連結体15の厚みt2の2倍と、を差し引いた値の半分以上に設定されている。すなわち、L2≧(W-t1-2・t2)/2である。また、スペーサ21の軸方向長さL2の2倍に対し、接続部13の厚みt1と、連結体15の厚みt2の2倍と、を加えた値よりもボルト17の長さL1が長く設定されている。すなわち、L1>(2・L2+t1+2・t2)である。そのため、スペーサ21は、ボルト17の頭部18とナット20との位置を、本体部10の一側と他側とに突出する位置に規制するように構成されている。 The axial length L2 of the spacer 21 is set to more than half of the value obtained by subtracting the thickness t1 of the connecting portion 13 and twice the thickness t2 of the connecting body 15 from the width W of the main body portion 10 of the connected member 2. has been done. That is, L2≧(W−t1−2·t2)/2. Further, the length L1 of the bolt 17 is set to be longer than the sum of twice the axial length L2 of the spacer 21, the thickness t1 of the connecting portion 13, and twice the thickness t2 of the connecting body 15. has been done. That is, L1>(2*L2+t1+2*t2). Therefore, the spacer 21 is configured to restrict the positions of the head 18 of the bolt 17 and the nut 20 to a position where they protrude to one side and the other side of the main body 10.

また、スペーサ21の内径は、ボルト17の頭部18およびナット20の外形よりも小さく形成されている。そのため、スペーサ21は、ボルト17の頭部18とナット20との間で挟持されるようになっている。本実施の形態において、スペーサ21には、ボルト17の頭部18と一の連結体15aとの間に介在される一のスペーサ21aと、ナット20と他の連結体15bとの間に介在される他のスペーサ21bと、の一対が設定されている。したがって、一のスペーサ21aの端部は、ボルト17の頭部18の座部となっており、他のスペーサ21bの端部は、ナット20の座部となっている。 Further, the inner diameter of the spacer 21 is smaller than the outer diameter of the head 18 of the bolt 17 and the nut 20. Therefore, the spacer 21 is held between the head 18 of the bolt 17 and the nut 20. In this embodiment, the spacer 21 includes one spacer 21a interposed between the head 18 of the bolt 17 and one connecting body 15a, and a spacer 21a interposed between the nut 20 and the other connecting body 15b. Another pair of spacers 21b are set. Therefore, the end of one spacer 21a serves as a seat for the head 18 of the bolt 17, and the end of the other spacer 21b serves as a seat for the nut 20.

次に、一実施の形態の継手装置1を用いた被接続部材2の接続方法を説明する。 Next, a method for connecting members 2 to be connected using the joint device 1 of one embodiment will be described.

図3に示されるように、作業者Mは、隣接する被接続部材2に対し、本体部10側、すなわちトンネルTの内空側から継手装置1によって被接続部材2を接続する。 As shown in FIG. 3, the worker M connects the connected member 2 to the adjacent connected member 2 from the main body 10 side, that is, from the inner space side of the tunnel T, using the coupling device 1.

まず、被接続部材2の端部同士を突き合せ、これら被接続部材2を幅方向、つまりトンネルTの軸方向に位置合わせする。このとき、作業者Mは、本体部10の背後、すなわち本体部10と地山7との間に位置する接続部13について、トンネルTの内空側から目視することが困難な状態である。 First, the ends of the connected members 2 are butted against each other, and the connected members 2 are aligned in the width direction, that is, in the axial direction of the tunnel T. At this time, it is difficult for the worker M to visually observe the connecting portion 13 located behind the main body 10, that is, between the main body 10 and the earth 7 from the inside of the tunnel T.

次いで、作業者Mは、図5に示されるように、ボルト17を一のスペーサ21aに挿入するとともに一の連結体15aの挿入穴部16に挿入して通し、一の連結体15aを隣接する被接続部材2の接続部13,13に亘り重ねつつ、ボルト17をさらに接続部13の穴部14に挿入して他側へと通す。このとき、一のスペーサ21aの軸方向長さL2が本体部10の幅Wから接続部13の厚みt1と、連結体15の厚みt2の2倍と、を差し引いた値の半分以上に設定され、かつ、ボルト17の長さL1が被接続部材2の本体部10の幅Wよりも長く、かつ、スペーサ21の軸方向長さL2の2倍と接続部13の厚みt1と連結体15の厚みt2の2倍との和よりも大きく形成されていることから、一のスペーサ21aがボルト17の頭部18と一の連結体15aとの間に挟持された状態で、ボルト17の頭部18が本体部10の一側にスペースSから突出し、ボルト17の先端部の螺合部19が本体部10の他側にスペースSから突出した位置となり、それぞれトンネルTの内空側に位置する作業者Mから直接目視可能となる。 Next, as shown in FIG. 5, the worker M inserts the bolt 17 into one of the spacers 21a and inserts it through the insertion hole 16 of one of the connecting bodies 15a, thereby connecting one of the connecting bodies 15a to the adjacent one. The bolt 17 is further inserted into the hole 14 of the connection part 13 and passed to the other side while overlapping the connection parts 13, 13 of the connected member 2. At this time, the axial length L2 of the first spacer 21a is set to more than half of the value obtained by subtracting the thickness t1 of the connecting part 13 and twice the thickness t2 of the connecting body 15 from the width W of the main body part 10. , and the length L1 of the bolt 17 is longer than the width W of the main body portion 10 of the connected member 2, and twice the axial length L2 of the spacer 21, the thickness t1 of the connecting portion 13, and the width W of the connecting body 15. Since the thickness is larger than the sum of twice the thickness t2, when one spacer 21a is held between the head 18 of the bolt 17 and the one connecting body 15a, the head of the bolt 17 18 protrudes from the space S on one side of the main body 10, and the threaded part 19 at the tip of the bolt 17 protrudes from the space S on the other side of the main body 10, and are located on the inner side of the tunnel T. It becomes directly visible to worker M.

この状態で、作業者Mは、図6に示されるように、突出したボルト17の先端部に、他の連結体15bの挿入穴部16および他のスペーサ21bを順次通す。 In this state, the operator M sequentially passes the tip of the protruding bolt 17 through the insertion hole 16 of the other connecting body 15b and the other spacer 21b, as shown in FIG.

そして、図7に示されるように、本体部10の他側から突出するボルト17の螺合部19に対し、ナット20を螺着させることで、ボルト17の頭部18とナット20との間に一のスペーサ21a、一の連結体15a、接続部13、他の連結体15b、および、他のスペーサ21bを介在させる。なお、ナット20は、作業者Mが手作業によって仮締めしておく。このとき、他のスペーサ21bの軸方向長さL2が本体部10の幅Wから接続部13の厚みt1と、連結体15の厚みt2の2倍と、を差し引いた値の半分以上に設定され、かつ、ボルト17の長さL1が被接続部材2の本体部10の幅Wよりも長く、かつ、スペーサ21の軸方向長さL2の2倍と接続部13の厚みt1と連結体15の厚みt2の2倍との和よりも大きく形成されていることから、他のスペーサ21bがナット20と他の連結体15bとの間に挟持された状態でナット20が本体部10の他側にスペースSから突出した位置となり、トンネルTの内空側に位置する作業者Mから直接目視可能となる。 Then, as shown in FIG. 7, by screwing the nut 20 onto the threaded portion 19 of the bolt 17 protruding from the other side of the main body 10, there is a gap between the head 18 of the bolt 17 and the nut 20. One spacer 21a, one connecting body 15a, the connecting portion 13, another connecting body 15b, and another spacer 21b are interposed therebetween. Note that the nut 20 is temporarily tightened manually by the worker M. At this time, the axial length L2 of the other spacer 21b is set to more than half of the value obtained by subtracting the thickness t1 of the connecting portion 13 and twice the thickness t2 of the connecting body 15 from the width W of the main body portion 10. , and the length L1 of the bolt 17 is longer than the width W of the main body portion 10 of the connected member 2, and twice the axial length L2 of the spacer 21, the thickness t1 of the connecting portion 13, and the width W of the connecting body 15. Since the thickness is larger than the sum of twice the thickness t2, the nut 20 can be placed on the other side of the main body 10 while the other spacer 21b is held between the nut 20 and the other connecting body 15b. The position protrudes from the space S and is directly visible to the worker M who is located on the inner side of the tunnel T.

続いて、接続部13の他の穴部14に対しても、別のボルト17を別の一のスペーサ21aに挿入するとともに一の連結体15aの挿入穴部16に挿入して通し、本体部10の側部の本体部10と地山7との隙間から接続部13を目視しながら、一の連結体15aを隣接する被接続部材2の接続部13,13に亘り重ねつつ、ボルト17をさらに接続部13の穴部14および接続部13に重ねられている他の連結体15bの挿入穴部16に挿入して他側へと通し、さらにボルト17の先端部に別の他のスペーサ21bを通し、ナット20を螺合部19に螺着させる。この作業を、互いに隣接する一の被接続部材2と他の被接続部材2とに対してそれぞれ行う。 Subsequently, another bolt 17 is inserted into another spacer 21a and inserted into the insertion hole 16 of one coupling body 15a for the other hole 14 of the connecting portion 13, and the main body is removed. While visually observing the connection part 13 from the gap between the main body part 10 and the ground 7 on the side of the first part, one connecting body 15a is overlapped over the connection parts 13, 13 of the adjacent connected members 2, and the bolt 17 is tightened. Furthermore, it is inserted into the hole 14 of the connecting part 13 and the insertion hole 16 of the other connecting body 15b overlapped with the connecting part 13, and passed through to the other side, and then another spacer 21b is inserted into the tip of the bolt 17. , and screw the nut 20 onto the threaded portion 19. This operation is performed for one connected member 2 and another connected member 2 that are adjacent to each other.

そして、一および他の連結体15a,15bの位置を一の被接続部材2と他の被接続部材2とに対してトンネルTの周方向(図1および図2の上下方向)に調整した後、ナット20をそれぞれ本締めする。本締めの際には、例えばめがねレンチ、あるいはラチェットレンチなどの締付工具が好適に用いられる。ボルト17の頭部18とナット20とがそれぞれ本体部10の両側に突出していることで、ボルト17の頭部18を保持工具で保持した状態で、ナット20を締付工具により容易に本締めできる。この結果、一の被接続部材2と他の被接続部材2とが継手装置1により接続される。 After adjusting the positions of the first and other connecting bodies 15a and 15b in the circumferential direction of the tunnel T (vertical direction in FIGS. 1 and 2) with respect to the one connected member 2 and the other connected members 2, , fully tighten the nuts 20. For final tightening, a tightening tool such as a box wrench or a ratchet wrench is preferably used. Since the head 18 of the bolt 17 and the nut 20 each protrude on both sides of the main body 10, the nut 20 can be easily fully tightened with the tightening tool while the head 18 of the bolt 17 is held with the holding tool. can. As a result, one connected member 2 and another connected member 2 are connected by the coupling device 1.

このように、一実施の形態によれば、本体部10の幅Wより長く形成されたボルト17を用いるとともに、ボルト17の頭部18とナット20とを一のスペーサ21aと他のスペーサ21bとによって本体部10の一側と他側とから突出する位置に規制することで、作業者Mが本体部10側から、本体部10の一側と他側に突出するボルト17の頭部18とナット20とを目視しながら、本体部10と地山7との間のスペースSの外側の空間を利用し、締付工具などを用いて締め付け作業を行うことができる。したがって、作業者Mの視界や作業空間を確保でき、作業性を向上できる。 As described above, according to one embodiment, the bolt 17 is formed longer than the width W of the main body 10, and the head 18 of the bolt 17 and the nut 20 are connected to one spacer 21a and the other spacer 21b. By regulating the head 18 of the bolt 17 that protrudes from one side and the other side of the main body 10 from the main body 10 side, While visually observing the nut 20, the tightening work can be performed using a tightening tool or the like by utilizing the space outside the space S between the main body portion 10 and the earth 7. Therefore, the field of view and work space for the worker M can be secured, and work efficiency can be improved.

具体的には、一のスペーサ21aに挿入したボルト17を、一の被接続部材2の接続部13と他の被接続部材2の接続部13との一側に亘り重ねた一の連結体15aと、接続部13と、一の被接続部材2の接続部13と他の被接続部材2の接続部13との他側に亘り重ねた他の連結体15bと、に亘り挿入し、ボルト17の他端部側に他のスペーサ21bを挿入し、ボルト17の螺合部19にナット20を螺着させることで、ボルト17の頭部18とナット20との間に一のスペーサ21a、一の連結体15a、接続部13、他の記連結体15b、および、他のスペーサ21bを介在させて一の被接続部材2と他の被接続部材2とを接続するので、本体部10側に位置する作業者Mが、スペーサ21によってボルト17の頭部18とナット20とが本体部10の一側と他側とに突出した状態でボルト17の頭部18およびナット20をそれぞれ目視しながら作業することが可能となり、作業性が良好になる。 Specifically, one connecting body 15a is formed by overlapping the bolt 17 inserted into one spacer 21a over one side of the connecting portion 13 of one connected member 2 and the connecting portion 13 of another connected member 2. The bolt 17 is inserted between the connecting part 13 and another connecting body 15b that overlaps the connecting part 13 of one connected member 2 and the connecting part 13 of the other connected member 2. By inserting another spacer 21b into the other end side and screwing the nut 20 into the threaded part 19 of the bolt 17, one spacer 21a and one spacer 21b are formed between the head 18 of the bolt 17 and the nut 20. Since one connected member 2 and the other connected member 2 are connected through the connecting body 15a, the connecting portion 13, the other connecting body 15b, and the other spacer 21b, the A worker M is located while visually observing the head 18 of the bolt 17 and the nut 20, respectively, with the head 18 of the bolt 17 and the nut 20 protruding from one side and the other side of the main body 10 due to the spacer 21. It becomes possible to work, and the workability becomes good.

連結体15をスプライスプレートとすることで、継手装置1により接続された支保工3の耐力を向上できるとともに、予め規格化されたものから、必要な耐力に応じて容易に選択できる。 By using a splice plate as the connecting body 15, the strength of the shoring 3 connected by the joint device 1 can be improved, and it can be easily selected from pre-standardized ones according to the required strength.

被接続部材2がトンネルT用の支保工3を構成する部材であることで、スペースが限られるトンネルT内であっても、良好な作業性で継手装置1により支保工3を組み立てることができる。 Since the connected member 2 is a member constituting the support 3 for the tunnel T, the support 3 can be assembled with the joint device 1 with good workability even in the tunnel T where space is limited. .

螺合部19にナット20を螺着させる際、ナット20を仮締めし、連結体15の位置を調整した後、ナット20を本締めすることで、良好な作業性で連結体15の位置を容易に調整できる。 When screwing the nut 20 onto the threaded portion 19, the nut 20 is temporarily tightened, the position of the connecting body 15 is adjusted, and then the nut 20 is fully tightened, so that the position of the connecting body 15 can be adjusted with good workability. Easy to adjust.

なお、上記一実施の形態において、被接続部材2は、H形鋼でもよい。 Note that in the above embodiment, the connected member 2 may be an H-beam steel.

また、スペーサ21は、ボルト17の頭部18とナット20との位置を本体部10の一側と他側とに規制できるものであれば、筒状である必要はない。また、連結体15とボルト17の頭部18またはナット20との間に直接介在されるものに限らず、他の部材を挟んで介在されていてもよい。 Further, the spacer 21 does not need to be cylindrical as long as it can regulate the positions of the head 18 of the bolt 17 and the nut 20 on one side and the other side of the main body 10. In addition, it is not limited to being directly interposed between the connecting body 15 and the head 18 of the bolt 17 or the nut 20, but may be interposed with another member interposed therebetween.

1 継手装置
2 被接続部材
3 支保工
10 本体部
13 接続部
15 連結体
17 ボルト
18 頭部
19 螺合部
20 ナット
21 スペーサ
T トンネル
1 Coupling device 2 Connected member 3 Shoring 10 Main body 13 Connection portion 15 Connecting body 17 Bolt 18 Head 19 Threaded portion 20 Nut 21 Spacer T Tunnel

Claims (5)

本体部と、前記本体部の背後に形成された接続部と、を備える被接続部材を前記接続部の位置で接続する継手装置であって、
一の前記被接続部材の前記接続部と他の前記被接続部材の前記接続部とに亘りこれら接続部の両側に配置される連結体と、
一端部に頭部を有し、他端部に螺合部を有して、一の前記被接続部材と他の前記被接続部材とのそれぞれに対し、一の前記連結体から前記接続部を介し他の前記連結体に亘り挿入されるボルトと、
前記ボルトの前記螺合部に螺着されるナットと、
前記ボルトの前記頭部と前記ナットとを前記本体部の一側と他側とから突出する位置に規制するスペーサと、
を備えることを特徴とする継手装置。
A joint device that connects connected members including a main body and a connecting part formed behind the main body at the position of the connecting part,
a connecting body disposed on both sides of the connecting portion of one of the connected members and the connecting portion of the other connected member;
It has a head at one end, a threaded part at the other end, and connects the connecting part from one of the connecting bodies to each of one of the connected members and the other connected member. a bolt inserted across the other connecting body;
a nut screwed onto the threaded portion of the bolt;
a spacer that restricts the head of the bolt and the nut to positions where they protrude from one side and the other side of the main body;
A coupling device comprising:
連結体は、スプライスプレートである
ことを特徴とする請求項1記載の継手装置。
The coupling device according to claim 1, wherein the coupling body is a splice plate.
被接続部材は、トンネル用の支保工を構成する部材である
ことを特徴とする請求項1または2記載の継手装置。
The joint device according to claim 1 or 2, wherein the member to be connected is a member constituting a support for a tunnel.
請求項1ないし3いずれか一記載の継手装置を用いて、本体部と、前記本体部の背後に形成された接続部と、を備える被接続部材を前記接続部の位置で接続する被接続部材の接続方法であって、
一のスペーサに挿入したボルトを、一の前記被接続部材の前記接続部と他の前記被接続部材の前記接続部との一側に亘り重ねた一の連結体と、前記接続部と、一の前記被接続部材の前記接続部と他の前記被接続部材の前記接続部との他側に亘り重ねた他の前記連結体と、に亘り挿入し、
前記ボルトの他端部側に他のスペーサを挿入し、
前記ボルトの螺合部にナットを螺着させることで、前記ボルトの頭部と前記ナットとの間に一の前記スペーサ、一の前記連結体、前記接続部、他の前記連結体、および、他の前記スペーサを介在させて一の前記被接続部材と他の前記被接続部材とを接続する
ことを特徴とする被接続部材の接続方法。
A connected member comprising a main body portion and a connecting portion formed behind the main body portion and connecting the connected members at the position of the connecting portion using the coupling device according to any one of claims 1 to 3. A connection method,
A connecting body in which a bolt inserted into one spacer is stacked on one side of the connecting portion of one of the connected members and the connecting portion of the other connected member; Insert the connection part of the connected member and the other connecting body overlapped on the other side of the connection part of the other connected member,
Insert another spacer into the other end of the bolt,
By screwing a nut into the threaded part of the bolt, one of the spacers, one of the connecting bodies, the connecting part, the other of the connecting bodies, and A method for connecting members to be connected, characterized in that one of the members to be connected and the other member to be connected are connected with another spacer interposed therebetween.
螺合部にナットを螺着させる際、前記ナットを仮締めし、連結体の位置を調整した後、前記ナットを本締めする
ことを特徴とする請求項4記載の被接続部材の接続方法。
5. The method for connecting members to be connected according to claim 4, wherein when the nut is screwed onto the threaded portion, the nut is temporarily tightened, the position of the connecting body is adjusted, and then the nut is fully tightened.
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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005042375A (en) 2003-07-28 2005-02-17 Nippon Steel Corp Column and beam joint structure
WO2019074050A1 (en) 2017-10-13 2019-04-18 構法開発株式会社 Joint structure for h-beam
JP2020037994A (en) 2018-09-04 2020-03-12 センクシア株式会社 Joint place with groove and steel material joint structure

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Publication number Priority date Publication date Assignee Title
JPH0296099A (en) * 1988-10-01 1990-04-06 Kumamoto Koki Kk Tunnel timbering arch shape steel frame and manufacture of tunnel timbering arch shape steel frame
JPH0762324B2 (en) * 1989-02-17 1995-07-05 株式会社ノザワ Connection structure of blocking wall
JPH1072866A (en) * 1996-08-30 1998-03-17 Matsushita Electric Works Ltd Beam joint device

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005042375A (en) 2003-07-28 2005-02-17 Nippon Steel Corp Column and beam joint structure
WO2019074050A1 (en) 2017-10-13 2019-04-18 構法開発株式会社 Joint structure for h-beam
JP2020037994A (en) 2018-09-04 2020-03-12 センクシア株式会社 Joint place with groove and steel material joint structure

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