JP2016011504A - Construction method of anchor bolt - Google Patents

Construction method of anchor bolt Download PDF

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Publication number
JP2016011504A
JP2016011504A JP2014132656A JP2014132656A JP2016011504A JP 2016011504 A JP2016011504 A JP 2016011504A JP 2014132656 A JP2014132656 A JP 2014132656A JP 2014132656 A JP2014132656 A JP 2014132656A JP 2016011504 A JP2016011504 A JP 2016011504A
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mounting hole
rod
anchor bolt
peripheral surface
contact
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安藤 和明
Kazuaki Ando
和明 安藤
徹 柳井
Toru Yanai
徹 柳井
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Howa Corp
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Howa Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a construction method of an anchor bolt capable of surely fixing the anchor bolt to a mounting hole provided on a wall surface.SOLUTION: An anchor bolt on the present invention comprises a rod 4, a taper member 7 provided with a female screw 6 for threadedly engaging with a male screw 3 of the rod 4 and formed with four inclined planes 10, four abutting parts 12 having an inclined plane-shaped inner surface 11 capable of contacting in a surface with the inclined planes 10 of the taper member 7 and a crosslinking part 13 for connecting a tip part of the abutting parts 12. A construction method of the present invention fixes the anchor bolt to a mounting hole 2 by pressing the abutting parts 12 to an inner peripheral surface 2a of the mounting hole 2 by moving the respective abutting parts 12 to the inner peripheral surface 2a side of the mounting hole 2 by moving the taper member 7 to the opening side of the mounting hole 2 by rotating the rod 4 by allowing a tip surface 4a of the rod 4 to abut on an upper surface 2b of the mounting hole 2 by inserting the anchor bolt into the mounting hole 2 in a state of inserting a tip part of the rod 4 into an insertion hole 14 of a body part 13a of the crosslinking part 13.

Description

本発明は、岩壁やコンクリート製の床や天井などの壁面に設けた取付孔に差し込んで固定するアンカーボルトの施工方法に関するものである。   The present invention relates to a method for constructing an anchor bolt that is inserted into and fixed to a mounting hole provided on a wall surface such as a rock wall, a concrete floor, or a ceiling.

本発明にかかるアンカーボルトとしては、例えば特許文献1で示すように、先端側(特許文献1の図面では下側)ほどアンカーボルトの中心軸から離れる傾斜状のテーパ面を左右に形成しているスライダーと、そのスライダーのテーパ面に接する逆テーパ面を内面側に形成している左右二個の抜止め部材と、それらの抜止め部材の下端どうしを連結(接続)している連結底板と、前記スライダーに貫通状に形成している雌ねじに螺合するボルトとを有している。   As the anchor bolt according to the present invention, for example, as shown in Patent Document 1, inclined taper surfaces that are farther from the center axis of the anchor bolt toward the tip side (lower side in the drawing of Patent Document 1) are formed on the left and right. A slider, two left and right retaining members forming a reverse tapered surface in contact with the tapered surface of the slider on the inner surface side, and a connecting bottom plate that connects (connects) the lower ends of these retaining members; And a bolt screwed into a female screw formed in a penetrating manner in the slider.

そのアンカーボルトの施工方法としては、例えば、コンクリート製の床などにドリルなどを用いて穴(取付孔)を空け、その穴へ前記アンカーボルトを差し込んで、前記ボルトの先端面(特許文献1の図面では下端面)を前記連結底板上に設けている突起に当接させ、その状態で前記ボルトを回転させる。それにより、スライダーがねじ作用で上昇して、スライダーのテーパ面が抜止め部材の逆テーパ面を押す。すると、抜止め部材が水平方向(横方向)に拡開して、その抜止め部材の外周面が穴の内周面に面接触状態で押し付けられ、抜止め部材の外周面と穴の内周面との間での摩擦力によって、アンカーボルトが前記穴に固定される。   As a construction method of the anchor bolt, for example, a hole (mounting hole) is drilled using a drill or the like on a concrete floor or the like, the anchor bolt is inserted into the hole, and the tip surface of the bolt (see Patent Document 1). In the drawing, a lower end surface) is brought into contact with a protrusion provided on the connection bottom plate, and the bolt is rotated in that state. As a result, the slider is raised by a screw action, and the taper surface of the slider presses the reverse taper surface of the retaining member. Then, the retaining member expands in the horizontal direction (lateral direction), and the outer peripheral surface of the retaining member is pressed against the inner peripheral surface of the hole in a surface contact state, and the outer peripheral surface of the retaining member and the inner periphery of the hole The anchor bolt is fixed to the hole by a frictional force with the surface.

実開昭49−49363号公報Japanese Utility Model Publication No. 49-49363

ところが、前記特許文献1のアンカーボルトの施工方法では、前記ボルトの先端面を前記連結底板の突起に当接した状態で前記ボルトを回転させるために、スライダーのテーパ面を抜止め部材の逆テーパ面に押し付けた際には、その反作用でボルトが下方へ押されて、前記突起を介して前記連結底板が下方へ押される。   However, in the anchor bolt construction method of Patent Document 1, in order to rotate the bolt with the front end surface of the bolt in contact with the projection of the connecting bottom plate, the taper surface of the slider is reverse tapered of the retaining member. When pressed against the surface, the reaction causes the bolt to be pressed downward, and the connecting bottom plate is pressed downward via the protrusion.

それによって連結底板が下向きに撓んで、抜止め部材が下方、かつ、アンカーボルトの中心軸側に引っ張られて歪んでしまう。その結果、抜止め部材の外周面(特に下端側)が穴の内周面から離れ、抜止め部材の外周面と穴の内周面との間での摩擦力が低下して、アンカーボルトが前記穴から抜ける虞がある。   As a result, the connecting bottom plate is bent downward, and the retaining member is pulled downward and distorted by being pulled toward the center axis side of the anchor bolt. As a result, the outer peripheral surface (especially the lower end side) of the retaining member is separated from the inner peripheral surface of the hole, the frictional force between the outer peripheral surface of the retaining member and the inner peripheral surface of the hole is reduced, and the anchor bolt is There is a risk of coming out of the hole.

本発明は、かかる課題を解決することを目的として提供されたものであり、壁面に設けた取付孔にアンカーボルトを確実に固定することができるアンカーボルトの施工方法を提供することにある。   The present invention has been provided for the purpose of solving this problem, and it is an object of the present invention to provide an anchor bolt construction method capable of securely fixing an anchor bolt to a mounting hole provided in a wall surface.

本発明は、かかる課題を解決するものであり、壁面1に設けた取付孔2に差し込んで固定するアンカーボルトの施工方法であって、アンカーボルトは、外周面に雄ねじ3を形成しているロッド4と、ロッド4の雄ねじ3が螺合する雌ねじ6を貫通状に設けているとともに基端側に向かうに従って中心軸に近づくように傾斜している複数の傾斜面10を外周面に形成しているテーパー部材7と、テーパー部材7の傾斜面10に面接触可能な傾斜面形状の内面11をそれぞれ有している複数の当接部12と、それらの当接部12の先端部をつないでいる架橋部13とを有するものであり、当接部12および架橋部13をテーパー部材7に外嵌して、ロッド4の先端部を当該ロッド4の先端面4aに臨む架橋部13の本体部位13aに設けている挿通孔14に通すとともにアンカーボルトを取付孔2に差し込んで、ロッド4の先端面4aを取付孔2の奥面2bに当接させ、取付孔2の奥面2bに当接しているロッド4の先端面4aを支点にロッド4を回転させることで、テーパー部材7がねじ作用で取付孔2の開口側へ移動し、それによって各当接部12を取付孔2の内周面2a側に移動させて当接部12を取付孔2の内周面2aに押し付けて、アンカーボルトを取付孔2に固定することを特徴とする。   The present invention solves such a problem, and is an anchor bolt construction method in which the anchor bolt is inserted into and fixed to a mounting hole 2 provided in the wall surface 1, and the anchor bolt is a rod having a male screw 3 formed on the outer peripheral surface thereof. 4 and a female screw 6 into which the male screw 3 of the rod 4 is screwed, and a plurality of inclined surfaces 10 which are inclined so as to approach the central axis toward the proximal end side are formed on the outer peripheral surface. A plurality of contact portions 12 each having a tapered member 7, a plurality of contact surfaces 12 each having an inclined surface shape 11 that can come into surface contact with the inclined surface 10 of the taper member 7, and the tip portions of the contact portions 12. A main body portion of the bridging portion 13 that has the contact portion 12 and the bridging portion 13 fitted on the taper member 7 so that the distal end portion of the rod 4 faces the distal end surface 4 a of the rod 4. Insertion in 13a Inserting the anchor bolt into the mounting hole 2 while passing through the hole 14, the tip surface 4 a of the rod 4 is brought into contact with the back surface 2 b of the mounting hole 2, and the tip of the rod 4 in contact with the back surface 2 b of the mounting hole 2 By rotating the rod 4 with the surface 4a as a fulcrum, the taper member 7 is moved to the opening side of the mounting hole 2 by a screw action, thereby moving each contact portion 12 to the inner peripheral surface 2a side of the mounting hole 2. The abutting portion 12 is pressed against the inner peripheral surface 2 a of the mounting hole 2, and the anchor bolt is fixed to the mounting hole 2.

ここでの壁面1には、トンネルなどの土木構造物や建築物のコンクリート製の天井や側壁や床などの壁面や岩壁の表面などが含まれる。テーパー部材7の傾斜面10や当接部12の内面11は、平面形状が好ましいが、若干湾曲しているものも該当する。ロッド4の先端面4aは、平面形状や円錐面形状や半球面形状などが該当する。ロッド4の先端部には、前記ロッド4の先端面4aからある程度、基端側になる位置までのロッド4の部分が該当する。架橋部13の本体部位13aは、平板形状のものが好ましいが、若干湾曲したものであっても含まれる。ここでは、ロッド4の先端部を架橋部13の本体部位13aの挿通孔14に通してからアンカーボルトを取付孔2に差し込む場合と、アンカーボルトを取付孔2に差し込んでからロッド4の先端部を架橋部13の本体部位13aの挿通孔14に通す場合とが含まれる。ロッド4の回転方向は、テーパー部材7を取付孔2の開口側へ移動させる方向が該当する。   The wall surface 1 includes a civil engineering structure such as a tunnel, a concrete ceiling of a building, a wall surface such as a side wall and a floor, and a rock wall surface. The inclined surface 10 of the taper member 7 and the inner surface 11 of the contact portion 12 are preferably planar, but may be slightly curved. The tip surface 4a of the rod 4 corresponds to a planar shape, a conical surface shape, a hemispherical shape, or the like. The distal end portion of the rod 4 corresponds to a portion of the rod 4 from the distal end surface 4a of the rod 4 to a position that is somewhat proximal. The main body portion 13a of the bridging portion 13 is preferably a flat plate shape, but may be included even if it is slightly curved. Here, when the anchor bolt is inserted into the mounting hole 2 after passing the distal end portion of the rod 4 through the insertion hole 14 of the body portion 13a of the bridging portion 13, the distal end portion of the rod 4 is inserted after the anchor bolt is inserted into the mounting hole 2. And the case of passing through the insertion hole 14 of the body portion 13a of the bridging portion 13 is included. The rotation direction of the rod 4 corresponds to the direction in which the taper member 7 is moved to the opening side of the mounting hole 2.

アンカーボルトを取付孔2に差し込んだ際に、架橋部13の弾性復元力で架橋部13や当接部12の外周面15を取付孔2の内周面2aに押し付けるものとすることができる。   When the anchor bolt is inserted into the mounting hole 2, the outer peripheral surface 15 of the bridging portion 13 or the contact portion 12 can be pressed against the inner peripheral surface 2 a of the mounting hole 2 by the elastic restoring force of the bridging portion 13.

ここでは、例えば、当接部12がその自由端側(図1では当接部12の下端側が相当する。)に向かうに従ってロッド4から離れるように構成し、アンカーボルトを取付孔2に差し込んだ際には、当接部12が取付孔2の内周面2aに押されて架橋部13が弾性変形し、その際の弾性復元力で当接部12が取付孔2の内周面2aに押し付けられる場合や、架橋部13の本体部位13aにつないだ接続部位13bを、架橋部13の外方へ斜めに延ばしたのち、長さ方向の中間で架橋部13の内方へ屈曲させて各当接部12の先端部を接続するように構成し、アンカーボルトを取付孔2に差し込んだ際には、前記接続部位13bの中間部(架橋部13の一部)が取付孔2の内周面2aに押されて、当該接続部位13bが弾性変形し、その際の弾性復元力で前記接続部位13bや当接部12が取付孔2の内周面2aに押し付けられる場合などが該当する。   Here, for example, the contact portion 12 is configured to be separated from the rod 4 toward the free end side (the lower end side of the contact portion 12 in FIG. 1 corresponds), and the anchor bolt is inserted into the mounting hole 2. In this case, the contact portion 12 is pushed by the inner peripheral surface 2a of the mounting hole 2 and the bridging portion 13 is elastically deformed, and the contact portion 12 contacts the inner peripheral surface 2a of the mounting hole 2 by the elastic restoring force at that time. In the case of being pressed, the connecting part 13b connected to the main body part 13a of the bridging part 13 is obliquely extended outward of the bridging part 13, and then bent inward of the bridging part 13 in the middle of the length direction. When the tip of the abutting portion 12 is connected and the anchor bolt is inserted into the mounting hole 2, the intermediate portion of the connecting portion 13b (a part of the bridging portion 13) is the inner periphery of the mounting hole 2. The connection part 13b is elastically deformed by being pushed by the surface 2a, and the elasticity at that time Such as when the connection portion 13b and the contact portion 12 under a force is pressed against the inner circumferential surface 2a of the mounting hole 2 corresponds.

本発明にかかるアンカーボルトの施工方法では、ロッド4の先端部を架橋部13の本体部位13aの挿通孔14に通して、ロッド4の先端面4aを取付孔2の奥面2bに当接させて、当該ロッド4の先端面4aを支点にロッド4を回転させるので、そのロッド4の回転操作の際には、ロッド4の先端面4aが架橋部13の本体部位13aに押し付けられず、ロッド4の押し付けによる架橋部13の撓みを抑えることができる。従って、その架橋部13の撓みによって当接部12がアンカーボルトの中心軸側に引っ張られて歪むことを防止することができ、当接部12の外周面15と取付孔2の内周面2aとの接触を適正に保って、アンカーボルトを取付孔2に確実、かつ、十分な力で固定することができる。   In the anchor bolt construction method according to the present invention, the distal end portion of the rod 4 is passed through the insertion hole 14 of the body portion 13 a of the bridging portion 13, and the distal end surface 4 a of the rod 4 is brought into contact with the inner surface 2 b of the mounting hole 2. Since the rod 4 is rotated with the tip surface 4a of the rod 4 as a fulcrum, the tip surface 4a of the rod 4 is not pressed against the main body portion 13a of the bridging portion 13 when the rod 4 is rotated. The bending of the bridging portion 13 due to the pressing of 4 can be suppressed. Accordingly, the contact portion 12 can be prevented from being pulled and distorted by the bending of the bridging portion 13 toward the center axis side of the anchor bolt, and the outer peripheral surface 15 of the contact portion 12 and the inner peripheral surface 2a of the mounting hole 2 can be prevented. The anchor bolt can be securely fixed to the mounting hole 2 with sufficient force.

アンカーボルトを取付孔2に差し込んだ際に、架橋部13の弾性復元力で当該架橋部13の一部や当接部12の外周面15が取付孔2の内周面2aに押し付けられると、その架橋部13の一部や当接部12が取付孔2の内周面2aとの摩擦などによって取付孔2に仮固定されることになる。それにより、ロッド4の先端面4aを取付孔2の奥面2bに当接させた状態で、ロッド4をその中心軸まわりに回転させた際に、そのロッド4の回転にテーパー部材7が連れ立って回転しようとしても、前記仮固定されている当接部12の内面11にテーパー部材7の傾斜面10が面当たりして(当接して)テーパー部材7の回転が抑えられる。それによってロッド4を回転させたときには、テーパー部材7は、回転することなく、ねじ作用で取付孔2の開口側へ移動して当接部12を取付孔2の内周面2a側に確実に移動させて、当接部12を取付孔2の内周面2aにしっかりと押し付けることができる。その結果、アンカーボルトを取付孔2に確実に固定することができる。   When the anchor bolt is inserted into the mounting hole 2, a part of the bridging part 13 or the outer peripheral surface 15 of the contact part 12 is pressed against the inner peripheral surface 2 a of the mounting hole 2 by the elastic restoring force of the bridging part 13. A part of the bridging portion 13 and the contact portion 12 are temporarily fixed to the attachment hole 2 by friction with the inner peripheral surface 2 a of the attachment hole 2. Thereby, when the rod 4 is rotated around its central axis in a state where the tip surface 4a of the rod 4 is in contact with the inner surface 2b of the mounting hole 2, the taper member 7 is accompanied by the rotation of the rod 4. Even if the rotation is attempted, the inclined surface 10 of the taper member 7 comes into contact (contacts) with the inner surface 11 of the abutting portion 12 that is temporarily fixed, and the rotation of the taper member 7 is suppressed. Accordingly, when the rod 4 is rotated, the taper member 7 is moved to the opening side of the mounting hole 2 by a screw action without rotating, and the abutting portion 12 is reliably moved to the inner peripheral surface 2a side of the mounting hole 2. By moving, the contact portion 12 can be firmly pressed against the inner peripheral surface 2 a of the mounting hole 2. As a result, the anchor bolt can be reliably fixed to the mounting hole 2.

本発明に係るアンカーボルトの一例を示す縦断面図である。It is a longitudinal section showing an example of an anchor bolt concerning the present invention. アンカーボルトの平面図である。It is a top view of an anchor bolt. アンカーボルトを取付孔に差し込む際の状態を示す縦断面図である。It is a longitudinal cross-sectional view which shows the state at the time of inserting an anchor bolt in a mounting hole. アンカーボルトを取付孔に差し込んだ状態を示す縦断面図である。It is a longitudinal cross-sectional view which shows the state which inserted the anchor bolt in the attachment hole. アンカーボルトを取付孔に固定した状態を示す縦断面図である。It is a longitudinal cross-sectional view which shows the state which fixed the anchor bolt to the attachment hole.

本発明に係るアンカーボルトの施工方法の一実施例を図1ないし図5に基づいて説明する。前記アンカーボルトは、例えばコンクリート製の天井の壁面1に設けた(空けた)取付孔2に差し込んで固定するようになっている(図5参照)。その取付孔2は、図3に示すように、上向きに穿孔することで形成している。   An embodiment of an anchor bolt construction method according to the present invention will be described with reference to FIGS. The anchor bolt is inserted and fixed in a mounting hole 2 provided in a wall surface 1 of a concrete ceiling (for example) (see FIG. 5). The mounting hole 2 is formed by drilling upward as shown in FIG.

前記アンカーボルトは、図1に示すように、外周面に雄ねじ3を形成している円柱形状のロッド4と、アンカーボルトを前記取付孔2の円柱面形状の内周面2a(図3)に固定するための拡開機構5とを有している。その拡開機構5は、ロッド4の先端(図1では上端)近傍に配置している。前記拡開機構5には、前記ロッド4の雄ねじ3が螺合する(締め込まれる)雌ねじ6を中心軸に沿って貫通状に設けているとともに基端側(図1では下端側)に向かうに従って中心軸に近づくように傾斜している四個の平面形状の傾斜面10を外周面に形成しているテーパー部材7と、そのテーパー部材7に外嵌している拡開部材8とを有している。   As shown in FIG. 1, the anchor bolt includes a cylindrical rod 4 having a male screw 3 formed on the outer peripheral surface, and an anchor bolt on the cylindrical inner peripheral surface 2 a (FIG. 3) of the mounting hole 2. And an expansion mechanism 5 for fixing. The spreading mechanism 5 is disposed in the vicinity of the tip of the rod 4 (upper end in FIG. 1). The expansion mechanism 5 is provided with a female screw 6 that is screwed (tightened) with the male screw 3 of the rod 4 in a penetrating manner along the central axis, and is directed toward the base end side (lower end side in FIG. 1). The taper member 7 has four planar inclined surfaces 10 that are inclined so as to approach the central axis on the outer peripheral surface, and the expanding member 8 that is externally fitted to the taper member 7. doing.

テーパー部材7の外周面は円柱面形状になっていて、そのテーパー部材7の外周面の前後左右の四箇所に前記傾斜面10を形成している。つまり、それらの傾斜面10は、テーパー部材7の周方向に等間隔で配置している。なお、テーパー部材7の傾斜面10は、テーパー部材7の先端(図1では上端)までは形成していなくてもよい。その場合のテーパー部材7の先端部は直立面形状になっている。   The outer peripheral surface of the taper member 7 has a cylindrical surface shape, and the inclined surfaces 10 are formed at four positions on the front, rear, left and right of the outer peripheral surface of the taper member 7. That is, the inclined surfaces 10 are arranged at equal intervals in the circumferential direction of the taper member 7. The inclined surface 10 of the taper member 7 may not be formed up to the tip (upper end in FIG. 1) of the taper member 7. In this case, the tip of the taper member 7 has an upright surface shape.

前記拡開部材8は、テーパー部材7の各傾斜面10に面接触可能な傾斜面形状の内面11をそれぞれ有している前後左右の四個の当接部12と、それらの当接部12の先端部(図1では上端部)をつないでいる弾性変形可能な架橋部13とを有している。   The expansion member 8 includes four front and rear abutment portions 12 each having an inclined surface-shaped inner surface 11 that can come into surface contact with the respective inclined surfaces 10 of the taper member 7, and the abutment portions 12. And an elastically deformable bridging portion 13 that connects the distal end portions (upper end portions in FIG. 1).

各当接部12の内面11は、テーパー部材7の各傾斜面10に面接触している状態(図5の状態)で、アンカーボルトの基端側(図1では下端側)に向かうに従ってアンカーボルト(テーパー部材7)の中心軸に近づくように傾斜している。各当接部12の内面11の傾斜角度は、前記テーパー部材7の各傾斜面10の傾斜角度にほぼ等しくなっている。   The inner surface 11 of each abutting portion 12 is in contact with each inclined surface 10 of the taper member 7 (the state shown in FIG. 5), and the anchor is moved toward the base end side (the lower end side in FIG. 1) of the anchor bolt. It inclines so that it may approach the central axis of a volt | bolt (taper member 7). The inclination angle of the inner surface 11 of each contact portion 12 is substantially equal to the inclination angle of each inclined surface 10 of the taper member 7.

前記架橋部13は、ロッド4の先端面4a(テーパー部材7の上面[先端面]7a)に臨ませて配置している薄平板状の本体部位13aと、その本体部位13aの縁から前記各当接部12の先端側へそれぞれ延びていて、各当接部12の先端部をつないでいる四枚の薄平板状の接続部位13bとを有している。前記接続部位13bは、その自由端部(図1では下端部)にかしめや溶接などによって前記当接部12の先端部をつないでいる。   The bridging portion 13 includes a thin plate-like main body portion 13a disposed facing the front end surface 4a of the rod 4 (the upper surface [tip surface] 7a of the taper member 7), and the edge of the main body portion 13a. Each of the contact portions 12 has four thin plate-like connection portions 13b that extend to the distal end side of the contact portion 12 and connect the distal end portions of the respective contact portions 12. The connection portion 13b is connected to the free end portion (lower end portion in FIG. 1) of the contact portion 12 by caulking or welding.

架橋部13の本体部位13aは、図2に示すように、ほぼ正方形状になっていて、その四箇所の頂点部(角部)に前記接続部位13bをそれぞれ連設している。架橋部13の本体部位13aの中央部(中心部)には、ロッド4が挿通可能な円形形状の挿通孔14を形成している。架橋部13の本体部位13aの挿通孔14の径は、ロッド4の外径と等しくてもよいが、ロッド4の挿通を容易にするためにロッド4の外径よりも若干大きくすることが好ましい。   As shown in FIG. 2, the main body portion 13a of the bridging portion 13 has a substantially square shape, and the connecting portions 13b are connected to the four apex portions (corner portions). A circular insertion hole 14 into which the rod 4 can be inserted is formed in the central portion (central portion) of the body portion 13a of the bridging portion 13. The diameter of the insertion hole 14 in the main body portion 13a of the bridging portion 13 may be equal to the outer diameter of the rod 4, but is preferably slightly larger than the outer diameter of the rod 4 in order to facilitate the insertion of the rod 4. .

架橋部13の各接続部位13bは、図1に示すように、前記本体部位13aの縁から架橋部13の外方へ斜め下方向に延びたのち、長さ方向の中間で架橋部13の内方へ屈曲して、その自由端部に当接部12の先端部をつないでいる。そして、アンカーボルトを取付孔2内に押し込んだ際には、接続部位13bの中間部が、取付孔2の開口の縁や取付孔2の内周面2aに当接して架橋部13の内方(テーパー部材7側)へ押されて、接続部位13bが弾性変形し、その際の弾性復元力で接続部位13bの中間部や当接部12が取付孔2の内周面2aに押し付けられる(図4参照)。それによって拡開部材8は、取付孔2から容易には抜けない程度に取付孔2の内周面2aに保持(仮固定)される。   As shown in FIG. 1, each connection part 13b of the bridging part 13 extends obliquely downward from the edge of the main body part 13a to the outside of the bridging part 13, and then the inner part of the bridging part 13 in the middle of the length direction. The tip of the abutting portion 12 is connected to the free end thereof. When the anchor bolt is pushed into the mounting hole 2, the intermediate portion of the connection site 13 b comes into contact with the edge of the opening of the mounting hole 2 or the inner peripheral surface 2 a of the mounting hole 2, so The connecting portion 13b is elastically deformed by being pushed toward the taper member 7 side, and the intermediate portion and the contact portion 12 of the connecting portion 13b are pressed against the inner peripheral surface 2a of the mounting hole 2 by the elastic restoring force at that time ( (See FIG. 4). As a result, the spreading member 8 is held (temporarily fixed) on the inner peripheral surface 2a of the mounting hole 2 so as not to be easily removed from the mounting hole 2.

各当接部12の外周面15は、取付孔2の内周面2aと同様の円柱面形状に形成しており、それによって各当接部12の外周面15が取付孔2の内周面2aに面接触可能になっている。当接部12の内面11は、当接部12の先端(図1では上端)や基端(図1では下端)までは傾斜状に形成していなくてもよい。その場合の当接部12の内面11の先端部や基端部は直立面形状になっている。   The outer peripheral surface 15 of each contact portion 12 is formed in the same cylindrical surface shape as the inner peripheral surface 2 a of the mounting hole 2, whereby the outer peripheral surface 15 of each contact portion 12 is the inner peripheral surface of the mounting hole 2. Surface contact is possible with 2a. The inner surface 11 of the contact portion 12 may not be formed in an inclined shape up to the distal end (upper end in FIG. 1) and the proximal end (lower end in FIG. 1). In this case, the distal end portion and the proximal end portion of the inner surface 11 of the contact portion 12 have an upright surface shape.

前記ロッド4には、不図示の設備機器や配管などが取り付けられる。ロッド4およびテーパー部材7は、ステンレススチールなどで形成してある。拡開部材8の各当接部12は、アルミニウム合金などで形成してあり、前記架橋部13は、ステンレススチールなどで形成してある。   The rod 4 is attached with equipment and piping (not shown). The rod 4 and the taper member 7 are made of stainless steel or the like. Each contact portion 12 of the spreading member 8 is formed of an aluminum alloy or the like, and the bridging portion 13 is formed of stainless steel or the like.

前記拡開部材8の各当接部12の外周面15の下部(自由端側)には、複数本(本実施例では二本)の溝16を当該当接部12の長さ方向(図1では上下方向)に並べて形成しており、その溝16は、各当接部12の外周面15の周方向へ延びている。   A plurality of (two in this embodiment) grooves 16 are formed in the length direction of the abutting portion 12 (see FIG. 2) in the lower portion (free end side) of the outer peripheral surface 15 of each abutting portion 12 of the expanding member 8. 1, the grooves 16 extend in the circumferential direction of the outer peripheral surface 15 of each contact portion 12.

次に、前記アンカーボルトの施工方法の一実施例について説明する。まず、アンカーボルトを取付孔2に固定することに先立って、ロッド4の先端部分に拡開機構5を配置したアンカーボルトの組み立てを行う。すなわち、ロッド4の雄ねじ3を拡開機構5のテーパー部材7の雌ねじ6に締め込んで(螺着して)、ロッド4の先端部をテーパー部材7の上面7aよりも上側に突出させる(図1参照)。   Next, an embodiment of the anchor bolt construction method will be described. First, prior to fixing the anchor bolt to the mounting hole 2, the anchor bolt in which the spreading mechanism 5 is arranged at the tip portion of the rod 4 is assembled. That is, the male screw 3 of the rod 4 is fastened (screwed) to the female screw 6 of the taper member 7 of the expansion mechanism 5 so that the tip of the rod 4 protrudes above the upper surface 7a of the taper member 7 (FIG. 1).

そのロッド4の先端部を拡開部材8の架橋部13の本体部位13aの挿通孔14に通して(挿通して)、テーパー部材7に前記拡開部材8を外嵌することで、アンカーボルトの組み立てが完了する。その組み立て完了の状態でロッド4の先端側が上になる直立姿勢に操作しても、テーパー部材7の上面7aによって架橋部13の本体部位13aが受け止められて、そのテーパー部材7によって架橋部13(拡開部材8)が支持される(図1の状態)。   By passing the distal end portion of the rod 4 through the insertion hole 14 of the main body portion 13a of the bridging portion 13 of the expansion member 8 and inserting the expansion member 8 into the taper member 7, the anchor bolt Is completed. Even when the assembly is completed and the rod 4 is operated in an upright posture with the tip end side facing up, the main body portion 13a of the bridging portion 13 is received by the upper surface 7a of the taper member 7, and the bridging portion 13 ( The spreading member 8) is supported (state of FIG. 1).

次いで、作業者が、拡開機構5側(ロッド4の先端側)を上にした姿勢のロッド4を、例えば片手で持って、アンカーボルトを壁面1の取付孔2に差し込む。その際には、図3に示すように、拡開部材8の架橋部13の接続部位13bの中間部が取付孔2の開口の縁に当接するが、そのアンカーボルトを取付孔2内に向けて強制的に押し込むことで、前記接続部位13bが弾性変形して拡開機構5が取付孔2内に入り込む。   Next, the operator holds the rod 4 in a posture with the expansion mechanism 5 side (the tip end side of the rod 4) up, for example, with one hand, and inserts the anchor bolt into the mounting hole 2 of the wall surface 1. In that case, as shown in FIG. 3, the intermediate part of the connection part 13 b of the bridging part 13 of the spreading member 8 abuts on the edge of the opening of the mounting hole 2, but the anchor bolt is directed into the mounting hole 2. By forcibly pushing in, the connecting portion 13b is elastically deformed and the spreading mechanism 5 enters the mounting hole 2.

そして、ロッド4の先端面4aが取付孔2の上面(奥面)2bに当接するまでアンカーボルトを押し込む(図4の状態)。その際には、前記接続部位13bの弾性復元力によって、接続部位13bの中間部や当接部12が取付孔2の内周面2aに押し付けられていて、拡開部材8が摩擦などによって取付孔2の内周面2aに、移動および回転不能に仮固定される。その結果、拡開部材8の上下移動や周方向への回転が抑えられる。   And an anchor bolt is pushed in until the front end surface 4a of the rod 4 contacts the upper surface (back surface) 2b of the mounting hole 2 (state of FIG. 4). In that case, the intermediate part or contact part 12 of the connection part 13b is pressed against the inner peripheral surface 2a of the attachment hole 2 by the elastic restoring force of the connection part 13b, and the expansion member 8 is attached by friction or the like. It is temporarily fixed to the inner peripheral surface 2a of the hole 2 so that it cannot move and rotate. As a result, the vertical movement of the expanding member 8 and the rotation in the circumferential direction are suppressed.

それにより、ロッド4の先端面4aを前述のように取付孔2の上面2bに当接させた状態で、ロッド4をその中心軸まわりに回転させた際に、そのロッド4の回転にテーパー部材7が連れ立って回転しようとしても、前記仮固定されている拡開部材8の当接部12の内面11にテーパー部材7の傾斜面10が面当たりして(当接して)テーパー部材7の回転が抑えられ、テーパー部材7は上下移動のみが許容される。それによってロッド4を所定方向(テーパー部材7が取付孔2の開口側へ移動する方向)へ回転させたときには、テーパー部材7は、回転することなく、ねじ作用で取付孔2の開口側(図4では下側)へ下降(移動)する。   As a result, when the rod 4 is rotated around its central axis in a state where the tip surface 4a of the rod 4 is in contact with the upper surface 2b of the mounting hole 2 as described above, the rotation of the rod 4 is a taper member. Even if 7 tries to rotate together, the inclined surface 10 of the taper member 7 comes into contact with (in contact with) the inner surface 11 of the contact portion 12 of the spreading member 8 that is temporarily fixed, and the taper member 7 rotates. The taper member 7 is only allowed to move up and down. Accordingly, when the rod 4 is rotated in a predetermined direction (a direction in which the taper member 7 moves toward the opening side of the mounting hole 2), the taper member 7 does not rotate, and the opening side (see FIG. 4 moves down (moves down).

また、前述のように当接部12が取付孔2の内周面2aに押し付けられたときには、その当接部12の溝16の上下の縁が取付孔2の内周面2aに引っ掛かり、それによって前記拡開部材8の接続部位13bによる仮固定と相まって拡開部材8が上下方向へ移動することがより抑えられる。   Further, when the contact portion 12 is pressed against the inner peripheral surface 2a of the mounting hole 2 as described above, the upper and lower edges of the groove 16 of the contact portion 12 are caught by the inner peripheral surface 2a of the mounting hole 2, This further suppresses the expansion member 8 from moving in the vertical direction in combination with the temporary fixing by the connection portion 13b of the expansion member 8.

前記テーパー部材7の下降により、テーパー部材7の各傾斜面10が拡開部材8の各当接部12の内面11に押し当たって、各当接部12を取付孔2の内周面2a側へ移動させて、各当接部12の外周面15を取付孔2の内周面2aにしっかりと押し付ける。その結果、各当接部12の外周面15と取付孔2の内周面2aとの面どうしの摩擦などによって、アンカーボルトを取付孔2に確実に固定することができる。   As the taper member 7 is lowered, each inclined surface 10 of the taper member 7 presses against the inner surface 11 of each contact portion 12 of the expanding member 8, and each contact portion 12 is moved to the inner peripheral surface 2 a side of the mounting hole 2. The outer peripheral surface 15 of each contact portion 12 is firmly pressed against the inner peripheral surface 2a of the attachment hole 2. As a result, the anchor bolt can be securely fixed to the mounting hole 2 by friction between the outer peripheral surface 15 of each contact portion 12 and the inner peripheral surface 2 a of the mounting hole 2.

そのアンカーボルトのロッド4の雄ねじ3に、不図示の設備機器や配管などを固定するためのブラケット18(図5)を装着し、そのブラケット18の下側にナット19(図5)を螺着する。そして、レンチ(スパナ)などの工具でナット19を締め付けて、ブラケット18をアンカーボルトに取り付ける(図5の状態)。   A bracket 18 (FIG. 5) for fixing equipment or piping (not shown) is attached to the male screw 3 of the rod 4 of the anchor bolt, and a nut 19 (FIG. 5) is screwed to the lower side of the bracket 18. To do. And nut 19 is tightened with tools, such as a wrench (spanner), and bracket 18 is attached to an anchor bolt (state of Drawing 5).

そのナット19を締め付けた際には、ロッド4が下方へ引っ張られ、そのロッド4およびテーパー部材7が更に下降する。それにより、テーパー部材7の各傾斜面10によって各当接部12の内面11が取付孔2の内周面2a側へ更に押され、各当接部12の外周面15が取付孔2の内周面2aに強く押し付けられて、アンカーボルトが取付孔2によりしっかりと固定される。なお、ブラケット18を省略して座金(不図示)をナット19の上側に装着してもよい。   When the nut 19 is tightened, the rod 4 is pulled downward, and the rod 4 and the taper member 7 are further lowered. As a result, the inner surface 11 of each contact portion 12 is further pushed toward the inner peripheral surface 2 a side of the mounting hole 2 by each inclined surface 10 of the taper member 7, and the outer peripheral surface 15 of each contact portion 12 is within the mounting hole 2. The anchor bolt is firmly fixed to the mounting surface 2 by being strongly pressed against the peripheral surface 2a. The bracket 18 may be omitted and a washer (not shown) may be mounted on the upper side of the nut 19.

その取付孔2に固定されたアンカーボルトのロッド4が、前記設備機器などの重量によって下方に引っ張られても、それに伴ってテーパー部材7の各傾斜面10が各当接部12の内面11を強く押すので、各当接部12の外周面15が取付孔2の内周面2aに強く押し付けられる。それによって、アンカーボルトが取付孔2から抜け出ることを確実に防止することができる。   Even if the anchor bolt rod 4 fixed to the mounting hole 2 is pulled downward due to the weight of the equipment or the like, the inclined surfaces 10 of the taper member 7 move along the inner surfaces 11 of the contact portions 12 accordingly. Since it pushes strongly, the outer peripheral surface 15 of each contact part 12 is strongly pressed against the inner peripheral surface 2a of the attachment hole 2. Thereby, it is possible to reliably prevent the anchor bolt from coming out of the mounting hole 2.

このように、アンカーボルトを挿通孔14に固定する際には、ロッド4の先端面4aを支点に当該ロッド4を回転させてテーパー部材7を下降させるが、例えば、架橋部13の本体部位13aに前記挿通孔14を設けていない場合には、前記ロッド4の先端面4aが架橋部13の本体部位13aに当接する。その状態でロッド4を回転させると、前記テーパー部材7の下降の反作用でロッド4が押し上げられ、そのロッド4によって拡開部材8の架橋部13の本体部位13aが上向きに撓み、それに伴って当接部12がアンカーボルトの中心軸側に引っ張られて歪んでしまう。   As described above, when the anchor bolt is fixed to the insertion hole 14, the rod 4 is rotated with the tip surface 4 a of the rod 4 as a fulcrum to lower the taper member 7. For example, the main body portion 13 a of the bridging portion 13 is lowered. In the case where the insertion hole 14 is not provided, the distal end surface 4 a of the rod 4 abuts on the main body portion 13 a of the bridging portion 13. When the rod 4 is rotated in this state, the rod 4 is pushed up by the lowering reaction of the taper member 7, and the rod 4 causes the main body portion 13a of the bridging portion 13 of the expanding member 8 to bend upward. The contact portion 12 is pulled and distorted toward the center axis side of the anchor bolt.

その結果、当接部12の外周面15と取付孔2の内周面2aとの接触が不十分になり、当接部12の外周面15と取付孔2の内周面2aとの間の摩擦力が低下してアンカーボルトが前記取付孔2から抜ける虞がある。   As a result, the contact between the outer peripheral surface 15 of the contact portion 12 and the inner peripheral surface 2a of the attachment hole 2 becomes insufficient, and the contact between the outer peripheral surface 15 of the contact portion 12 and the inner peripheral surface 2a of the attachment hole 2 is reduced. There is a risk that the anchoring bolt will come out of the mounting hole 2 due to a decrease in the frictional force.

それに対して、本発明では、ロッド4の先端部(先端面4a)を拡開部材8の架橋部13の本体部位13aの挿通孔14を通して取付孔2の上面2bに当接させているので、そのロッド4の回転操作の際に、当該ロッド4が架橋部13の本体部位13aに押し付けられず、ロッド4の押し付けによる架橋部13の撓みを抑えることができる。従って、その架橋部13の撓みによって当接部12がアンカーボルトの中心軸側に引っ張られて歪むことを防止することができる。   On the other hand, in the present invention, the tip portion (tip surface 4a) of the rod 4 is brought into contact with the upper surface 2b of the mounting hole 2 through the insertion hole 14 of the main body portion 13a of the bridging portion 13 of the spreading member 8. When the rod 4 is rotated, the rod 4 is not pressed against the body portion 13 a of the bridging portion 13, and bending of the bridging portion 13 due to the pressing of the rod 4 can be suppressed. Accordingly, it is possible to prevent the contact portion 12 from being pulled and distorted due to the bending portion 13 being bent toward the center axis side of the anchor bolt.

それにより、当接部12の外周面15と取付孔2の内周面2aとの接触を十分に保って、当接部12の外周面15と取付孔2の内周面2aとの間の摩擦力を適正に保持してアンカーボルトを取付孔2に確実、かつ、十分な力で固定することができる。   Thereby, the contact between the outer peripheral surface 15 of the contact portion 12 and the inner peripheral surface 2a of the mounting hole 2 is sufficiently maintained, and the space between the outer peripheral surface 15 of the contact portion 12 and the inner peripheral surface 2a of the mounting hole 2 is maintained. It is possible to hold the friction bolt properly and fix the anchor bolt to the mounting hole 2 reliably and with sufficient force.

また、アンカーボルトを拡開機構5側(ロッド4の先端側)を上にした姿勢にしたときには、テーパー部材7の上面7aで架橋部13の本体部位13aを支持できるので、アンカーボルトのロッド4を片手で持って取付孔2に差し込むことができる。   Further, when the anchor bolt is in a posture in which the expansion mechanism 5 side (the tip end side of the rod 4) is directed upward, the main body portion 13a of the bridging portion 13 can be supported by the upper surface 7a of the taper member 7, so that the rod 4 of the anchor bolt Can be inserted into the mounting hole 2 with one hand.

なお、拡開機構5は、ロッド4の先端部分のみならずロッド4の長さ方向の中間にも、一個または複数個配置してもよい。その場合、各拡開機構5は、そのテーパー部材7、拡開部材8の各当接部12および架橋部13(本体部位13aおよび接続部位13b)をそれぞれ同一形状に形成することができるため、その分だけアンカーボルトの部品の種類が増えることを抑えることができる。   One or more spreading mechanisms 5 may be arranged not only at the tip portion of the rod 4 but also in the middle of the length direction of the rod 4. In that case, since each expansion mechanism 5 can form each contact part 12 and bridge | crosslinking part 13 (main body part 13a and connection part 13b) of the taper member 7, the expansion member 8, respectively, in the same shape, It is possible to suppress the increase in the number of types of anchor bolt parts.

1 壁面
2 取付孔
2a 取付孔の内周面
2b 取付孔の上面(奥面)
3 ロッドの雄ねじ
4 ロッド
4a ロッドの先端面
6 テーパー部材の雌ねじ
7 テーパー部材
10 テーパー部材の傾斜面
11 拡開部材の当接部の内面
12 当接部
13 拡開部材の架橋部
13a 本体部位
13b 接続部位
14 挿通孔
15 当接部の外周面

DESCRIPTION OF SYMBOLS 1 Wall surface 2 Mounting hole 2a Inner peripheral surface of mounting hole 2b Upper surface (back surface) of mounting hole
DESCRIPTION OF SYMBOLS 3 Male thread of rod 4 Rod 4a End surface of rod 6 Female thread of taper member 7 Taper member 10 Inclined surface of taper member 11 Inner surface of contact part of expansion member 12 Contact part 13 Bridging part of expansion member 13a Main body part 13b Connection part 14 Insertion hole 15 Outer peripheral surface of contact part

Claims (2)

壁面(1)に設けた取付孔(2)に差し込んで固定するアンカーボルトの施工方法であって、
前記アンカーボルトは、外周面に雄ねじ(3)を形成しているロッド(4)と、そのロッド(4)の雄ねじ(3)が螺合する雌ねじ(6)を貫通状に設けているとともに基端側に向かうに従って中心軸に近づくように傾斜している複数の傾斜面(10)を外周面に形成しているテーパー部材(7)と、そのテーパー部材(7)の傾斜面(10)に面接触可能な傾斜面形状の内面(11)をそれぞれ有している複数の当接部(12)と、それらの当接部(12)の先端部をつないでいる架橋部(13)とを有するものであり、
前記当接部(12)および前記架橋部(13)を前記テーパー部材(7)に外嵌して、前記ロッド(4)の先端部をそのロッド(4)の先端面(4a)に臨む前記架橋部(13)の本体部位(13a)に設けている挿通孔(14)に通すとともに前記アンカーボルトを前記取付孔(2)に差し込んで、前記ロッド(4)の先端面(4a)を前記取付孔(2)の奥面(2b)に当接させ、
その取付孔(2)の奥面(2b)に当接している前記ロッド(4)の先端面(4a)を支点に当該ロッド(4)を回転させることで、前記テーパー部材(7)がねじ作用で前記取付孔(2)の開口側へ移動し、それによって各当接部(12)を前記取付孔(2)の内周面(2a)側に移動させて当該当接部(12)を前記取付孔(2)の内周面(2a)に押し付けて、前記アンカーボルトを前記取付孔(2)に固定することを特徴とするアンカーボルトの施工方法。
It is a construction method of an anchor bolt that is inserted into a mounting hole (2) provided in a wall surface (1) and fixed.
The anchor bolt is provided with a rod (4) having a male screw (3) formed on the outer peripheral surface thereof and a female screw (6) into which the male screw (3) of the rod (4) is screwed. A tapered member (7) having a plurality of inclined surfaces (10) inclined toward the central axis toward the end side on the outer peripheral surface, and an inclined surface (10) of the tapered member (7) A plurality of contact portions (12) each having an inclined surface-shaped inner surface (11) capable of surface contact, and a bridging portion (13) connecting the tips of the contact portions (12). Have
The abutting portion (12) and the bridging portion (13) are externally fitted to the taper member (7), and the tip of the rod (4) faces the tip surface (4a) of the rod (4). The anchor bolt is inserted into the mounting hole (2) through the insertion hole (14) provided in the main body part (13a) of the bridging portion (13), and the tip surface (4a) of the rod (4) is Abut the back surface (2b) of the mounting hole (2),
The taper member (7) is screwed by rotating the rod (4) with the tip surface (4a) of the rod (4) in contact with the back surface (2b) of the mounting hole (2) as a fulcrum. It moves to the opening side of the mounting hole (2) by the action, thereby moving each contact portion (12) to the inner peripheral surface (2a) side of the mounting hole (2), and the contact portion (12). Is pressed against the inner peripheral surface (2a) of the mounting hole (2) to fix the anchor bolt to the mounting hole (2).
前記アンカーボルトを前記取付孔(2)に差し込んだ際には、前記架橋部(13)の弾性復元力で当該架橋部(13)や前記当接部(12)の外周面(15)を前記取付孔(2)の内周面(2a)に押し付けることを特徴とする請求項1記載のアンカーボルトの施工方法。

When the anchor bolt is inserted into the mounting hole (2), the bridging portion (13) and the outer peripheral surface (15) of the abutting portion (12) are moved by the elastic restoring force of the bridging portion (13). 2. The anchor bolt construction method according to claim 1, wherein the anchor bolt is pressed against the inner peripheral surface (2a) of the mounting hole (2).

JP2014132656A 2014-06-27 2014-06-27 Construction method of anchor bolt Pending JP2016011504A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107539411A (en) * 2016-06-28 2018-01-05 株式会社岛野 Bicycle use handlebar tail end
CN109751306A (en) * 2018-11-13 2019-05-14 林仕强 Detachable dual-purpose expansion member
WO2020206893A1 (en) * 2019-04-12 2020-10-15 长江水利委员会长江科学院 Umbrella-shaped anchor for quick reinforcement of rock mass, and application method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107539411A (en) * 2016-06-28 2018-01-05 株式会社岛野 Bicycle use handlebar tail end
CN107539411B (en) * 2016-06-28 2019-11-15 株式会社岛野 Bicycle use handlebar tail end
CN109751306A (en) * 2018-11-13 2019-05-14 林仕强 Detachable dual-purpose expansion member
WO2020206893A1 (en) * 2019-04-12 2020-10-15 长江水利委员会长江科学院 Umbrella-shaped anchor for quick reinforcement of rock mass, and application method
US11293284B2 (en) 2019-04-12 2022-04-05 Changjiang River Scientific Research Institute Umbrella-shaped anchor for quick reinforcement of rock mass, and application method

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