WO2014119488A1 - Anchor bolt - Google Patents

Anchor bolt Download PDF

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Publication number
WO2014119488A1
WO2014119488A1 PCT/JP2014/051553 JP2014051553W WO2014119488A1 WO 2014119488 A1 WO2014119488 A1 WO 2014119488A1 JP 2014051553 W JP2014051553 W JP 2014051553W WO 2014119488 A1 WO2014119488 A1 WO 2014119488A1
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WO
WIPO (PCT)
Prior art keywords
contact
hole
bolt
taper member
contact portion
Prior art date
Application number
PCT/JP2014/051553
Other languages
French (fr)
Japanese (ja)
Inventor
安藤 和明
徹 柳井
Original Assignee
株式会社豊和
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 株式会社豊和 filed Critical 株式会社豊和
Priority to JP2014559657A priority Critical patent/JP6207532B2/en
Publication of WO2014119488A1 publication Critical patent/WO2014119488A1/en

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    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16BDEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B13/00Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose
    • F16B13/04Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose with parts gripping in the hole or behind the reverse side of the wall after inserting from the front
    • F16B13/06Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose with parts gripping in the hole or behind the reverse side of the wall after inserting from the front combined with expanding sleeve
    • F16B13/063Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose with parts gripping in the hole or behind the reverse side of the wall after inserting from the front combined with expanding sleeve by the use of an expander
    • F16B13/066Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose with parts gripping in the hole or behind the reverse side of the wall after inserting from the front combined with expanding sleeve by the use of an expander fastened by extracting a separate expander-part, actuated by the screw, nail or the like
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16BDEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B13/00Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose
    • F16B13/04Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose with parts gripping in the hole or behind the reverse side of the wall after inserting from the front
    • F16B13/08Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose with parts gripping in the hole or behind the reverse side of the wall after inserting from the front with separate or non-separate gripping parts moved into their final position in relation to the body of the device without further manual operation
    • F16B13/0858Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose with parts gripping in the hole or behind the reverse side of the wall after inserting from the front with separate or non-separate gripping parts moved into their final position in relation to the body of the device without further manual operation with an expansible sleeve or dowel body driven against a tapered or spherical expander plug

Definitions

  • the present invention relates to an anchor bolt fixed to a hole provided in a wall surface such as a concrete ceiling.
  • Patent Document 1 a hole is drilled in a wall surface such as an existing concrete side wall or ceiling with a drill, an anchor bolt is fixed to the hole, and equipment, piping, or the like is arranged in the anchor bolt. Things are known.
  • the anchor bolt of Patent Document 1 has a taper surface whose diameter increases as it approaches one end side and a bolt member having a male screw formed on the other end side, and is externally fitted to the bolt member. And a sleeve whose one end is expanded by a tapered surface.
  • the nut screwed to the bolt member is rotated to pull the bolt member in the direction of pulling out from the hole. Apply power. Thereby, the taper surface of the bolt member of the anchor bolt bites into one end side of the sleeve, the one end side of the sleeve expands and bites into the concrete, and the anchor bolt is fixed to the concrete wall surface.
  • the present invention has been provided for the purpose of solving such inconveniences, and is to provide an anchor bolt which is difficult to be removed from a hole provided in a wall surface of a civil engineering structure.
  • the present invention is an anchor bolt 1 that is fixed to a hole 3 provided in a wall surface 2 and has a bolt body 5 in which a male screw 4 is formed on a cylindrical outer peripheral surface, and the bolt. It has a taper member 7 in which a female screw 6 screwed into the male screw 4 of the main body 5 is formed in a penetrating manner, and at least three abutting portions 8 that are externally fitted to the taper member 7.
  • the outer peripheral surface 17 of the portion 8 has a cylindrical surface shape and can come into surface contact with the inner peripheral surface 18 of the hole 3, and the upper end portion of each contact portion 8 is connected to the bridging portion 12.
  • the front end of the bolt body 5 can come into contact with the bridging portion 12, and a planar contact surface 15 formed inside each contact portion 8 is formed on the peripheral side surface 9 of the taper member 7.
  • a flat inclined surface 14 that abuts each other is formed.
  • Each inclined surface 14 of the member 7 is inclined so as to approach the central axis of the bolt main body 5 toward the base end side of the bolt main body 5, and the entire contact portion 8 is inserted into the hole 3.
  • the bolt main body 5 in contact with the bridging portion 12 is turned (rotated)
  • the bolt main body 5 rotates about the abutting portion with the bridging portion 12, and the taper member 7 is screwed accordingly.
  • each inclined surface 14 of the taper member 7 pushes the contact surface 15 of each contact portion 8 toward the inner peripheral surface 18 side of the hole 3, respectively.
  • the wall surface 2 here includes civil structures such as tunnels and wall surfaces such as ceilings and side walls of buildings.
  • the base end of the bolt main body 5 means an end on the opposite side of the front end of the bolt main body 5 that can contact the bridging portion 12.
  • the number of the contact portions 8 increases, the contact area between the outer peripheral surface 17 of the contact portion 8 and the inner peripheral surface 18 of the hole 3 can be increased, but the structure of the anchor bolt 1 becomes complicated.
  • the number of 8 is set in consideration of the contact area and the structure of the anchor bolt 1.
  • the taper member 7 has inclined surfaces 14 formed on four sides of the peripheral side surface 9, and the abutting portions 8 are arranged by arranging the abutting portions 8 corresponding to the positions of the inclined surfaces 14.
  • the bridging portion 12 is composed of two bridging portion pieces 12a and 12b, and each pair of abutting portions 8 and 8 is provided at both ends of each bridging portion piece 12a and 12b, respectively. It connects and each bridge
  • the bolt body 5 can hold the ball 11 at the tip thereof so as to prevent it from coming off, and the ball 11 can come into contact with the bridging portion 12.
  • a groove 20 extending in the circumferential direction may be provided on the outer peripheral surface 17 of each contact portion 8.
  • At least one abutting portion 8 is in a free state before the anchor bolt 1 is inserted into the hole 3, and is separated from the bolt body 5 toward the free end side. Then, the distance L4 from the central axis of the bolt body 5 is larger than the radial dimension L5 of the hole 3, and when the anchor bolt 1 is inserted into the hole 3 from the bridging portion 12 side, the bolt becomes closer to the free end side.
  • the abutting portion 8 that is separated from the main body 5 is regulated by the inner peripheral surface 18 of the hole 3 and approaches the bolt main body 5 side, and each abutting portion 8 contacts the inner peripheral surface 18 of the hole 3 by the restoring force at that time. You may make it press.
  • the bridging portion 12 is divided for each abutting portion 8, and the divided divided bridging portion pieces 12 c, 12 d, 12 e, and 12 f move in a direction in which the abutting portion 8 moves away from the central axis of the bolt body 5. You may make it connect so that it is possible.
  • the bolt main body 5 becomes the bridging portion 12.
  • the taper member 7 moves to the opening side of the hole 3 (opening into which the anchor bolt 1 is inserted), and each inclined surface 14 of the taper member 7 is moved to each contact portion.
  • the abutting surface 15 of 8 is pushed toward the inner peripheral surface 18 side of the hole 3.
  • each contact portion 8 is in surface pressure contact with the inner peripheral surface 18 of the hole 3 (that is, in a state where the outer peripheral surface 17 of each contact portion 8 is in surface contact with the inner peripheral surface 18 of the hole 3.
  • the anchor bolt 1 is held in the hole 3 by surface friction between the outer peripheral surface 17 of each contact portion 8 and the inner peripheral surface 18 of the hole 3.
  • the anchor bolt 1 can be reliably prevented from coming out of the hole 3.
  • the bolt body 5 can be turned with a strong force by a tool or the like
  • the anchor bolt 1 can be inserted into the hole 3 only by turning the bolt body 5 with a tool or the like without screwing the nut into the bolt body 5. Can be fixed securely.
  • each contact portion 8 When the bolt body 5 of the anchor bolt 1 fixed to the hole 3 is pulled to the outside of the hole 3 due to the weight of the equipment fixed to the bolt body 5, the taper member 7 is attached to each contact portion 8 accordingly. Since each of the contact surfaces 15 is pressed more strongly, the outer peripheral surface 17 of each contact portion 8 is more strongly pressed against the inner peripheral surface 18 of the hole 3. Thereby, it is possible to more reliably prevent the anchor bolt 1 from coming out of the hole 3.
  • each contact portion 8 is increased by that amount.
  • the surface friction between the outer peripheral surface 17 and the inner peripheral surface 18 of the hole 3 can be increased, whereby the anchor bolt 1 can be securely fixed to the hole 3.
  • the abutting portions 8 and 8 are connected to both ends of the two bridging portion pieces 12a and 12b constituting the bridging portion 12, for example, one of the bridging portion pieces 12a and the abutting portions 8 and 8 are connected to the taper member 7. After the outer side of the taper member 7 is externally fitted to the taper member 7, the other bridging portion piece 12 b and the contact portions 8, 8 can be externally fitted to the taper member 7 from the side of the taper member 7.
  • the bridging portion 12 when the bridging portion 12 is formed in a four-pronged shape and the abutting portions 8 are respectively connected to the four end portions of the bridging portion 12, the interval between the abutting portions 8 is forced.
  • the taper member 7 must be fitted inwardly of the four contact portions 8 while being spread out, and each contact portion 8 must be externally fitted to the taper member 7.
  • the two bridging portions 12 are provided. Since the cross-linking portion pieces 12a and 12b are configured, it is not necessary to forcibly widen the interval between the contact portions 8, and the contact portions 8 are easily fitted on the taper member 7 by that amount. Thus, the assembly of the anchor bolt 1 can be easily performed.
  • the bridging portion 12 and the ball 11 of the bolt main body 5 are in point contact with each other, and the friction when rotating the bolt main body 5 is reduced accordingly.
  • the bolt body 5 can be rotated with a small force.
  • each contact portion 8 is separated from the bolt body 5 toward the free end in a free state before the anchor bolt 1 is inserted into the hole 3, and the anchor bolt 1 is inserted into the hole 3.
  • the contact portion 8 is regulated by the inner peripheral surface 18 of the hole 3 and approaches the bolt main body 5 side, each contact portion 8 is pressed against the inner peripheral surface 18 of the hole 3 by the restoring force at that time. Thereby, each contact portion 8 is held in the hole 3.
  • the bolt body 5 is turned, it is not necessary to support the contact portion 8 in order to prevent the bolt body 5 from being pulled out, and the installation work efficiency of the anchor bolt 1 is improved accordingly.
  • each contact portion 8 is divided into the divided bridge portion pieces. It can move without being disturbed by the restoring force of 12c, 12d, 12e, and 12f, and the respective contact portions 8 can be firmly brought into pressure contact with the inner peripheral surface 18 of the hole 3 by that amount.
  • FIG. 1 It is a perspective view which shows 1st Example of the anchor bolt which concerns on this invention. It is a disassembled perspective view of the anchor bolt of 1st Example. It is a side view of the intermediate processed product for demonstrating the procedure of manufacture of the bridge
  • FIG. 14 is a cross-sectional view taken along line BB in FIG. 13.
  • FIG. 8 A first embodiment of an anchor bolt according to the present invention will be described with reference to FIGS.
  • the anchor bolt 1 of the present invention is fixed in a state of being inserted into a hole 3 provided (provided) in a wall surface 2 of a concrete ceiling.
  • the anchor bolt 1 is centered on a bolt main body 5 in which a male screw 4 is formed on a cylindrical outer peripheral surface and a female screw 6 screwed into the male screw 4 of the bolt main body 5.
  • the taper member 7 is formed in a penetrating manner along the axis, and four contact portions 8 that are externally fitted to the taper member 7 are provided.
  • the four contact portions 8 are arranged at four positions on the cylindrical peripheral side surface 9 of the taper member 7, respectively.
  • the contact portions 8 have the same shape and are arranged at equal intervals in the circumferential direction of the taper member 7.
  • the bolt body 5 holds the ball 11 at its upper end (tip: left side in FIG. 2) in a retaining manner.
  • the male screw 4 of the bolt main body 5 is formed at least on the upper part of the bolt main body 5 which is a screwing range with the taper member 7.
  • the upper ends of the four abutting portions 8 are connected to the bridging portion 12 so that the ball 11 at the tip of the bolt body 5 can abut on the bridging portion 12.
  • the bolt body 5 is rotatable about a contact point with the bridging portion 12, that is, a contact point between the ball 11 and the bridging portion 12 (see FIG. 7).
  • the bridging portion 12 and the bolt body 5 are in point contact, and the friction when the bolt body 5 is rotated by that amount. Can be reduced. Further, since the ball 11 of the bolt main body 5 is in contact with the bridging portion 12, the bolt main body 5 is prevented from moving above the bridging portion 12 from the position of FIG. Note that the ball 11 may be held at the upper end of the bolt body 5 so as to prevent the ball 11 from being detached. Further, instead of the ball 11, the upper end portion (tip portion) of the bolt main body 5 may be formed in a hemispherical shape.
  • a flat inclined surface 14 is formed on each side of the peripheral side surface 9 of the taper member 7. Specifically, the inclined surfaces 14 are formed at equal intervals in the circumferential direction of the peripheral side surface 9 of the taper member 7. Each inclined surface 14 is in contact (surface contact) with a flat contact surface 15 formed inside the contact portion 8. Each contact portion 8 is arranged corresponding to the position of each inclined surface 14.
  • each inclined surface 14 of the taper member 7 and the contact surface 15 of each contact portion 8 are respectively connected to the bolt body 5 (taper member 7) toward the proximal end side (lower end side which is the right side in FIG. 2) of the bolt body 5. ) To be closer to the central axis (see FIG. 6). As shown in FIG. 7, the outer peripheral surface 17 of each contact portion 8 is capable of surface pressure contact (surface contact) with the cylindrical inner peripheral surface 18 of the hole 3.
  • the bridging portion 12 includes two long plate-like bridging portion pieces 12a and 12b arranged in a crossing manner, and the length direction of the respective bridging portion pieces 12a and 12b.
  • the upper end portions of the abutting portions 8 are connected to the both ends of each. That is, in each bridging piece 12a and 12b, two abutting portions 8 are arranged in a pair so as to face each other.
  • one bridging part piece 12a is formed such that its central part (intermediate part) is recessed, and the other bridging part piece 12b is its central part. It is formed so that the (intermediate part) is raised. Then, the central part (intermediate part) of the bridging part pieces 12a and 12b is formed by superimposing the central part of the other bridging part piece 12b on the upper side of the central part of the one bridging part piece 12a and connecting and fixing with the screws 16.
  • the end portions of both bridging portion pieces 12a and 12b are flush with each other (the state shown in FIG. 1), and accordingly, the vertical height positions of the contact portions 8 are aligned.
  • the intermediate processed product 19 (FIG. 3) in which the bridging portion 12 (corresponding to the bridging portion piece 12a or the bridging portion piece 12b) and the contact portions 8 and 8 are arranged in a straight line is manufactured by, for example, pressing. .
  • the intermediate processed product 19 is pressed so that the central portion in the length direction is recessed with the outer peripheral surface 17 of the abutting portion 8 facing upward, and a product corresponding to one bridging piece 12a is produced. (State of solid line in FIG. 4). Further, both sides of the intermediate processed product 19 are bent (state in the two-dot chain diagram of FIG. 4). Thereby, one bridge
  • the intermediate processed product 19 is pressed so that the central portion in the length direction is raised with the outer peripheral surface 17 of the contact portion 8 facing upward, and the intermediate processed product 19 corresponds to the other bridging portion piece 12b. It is produced (state in the solid line diagram of FIG. 5). Further, both sides of the intermediate processed product 19 are bent (state in the two-dot chain diagram of FIG. 5). Thereby, the other bridge
  • the male screw 4 of the bolt body 5 is formed as a right-hand screw, whereas the screw 16 is formed as a left-hand screw (reverse screw), whereby the screw 16 is turned when the bolt body 5 is turned. To prevent it from loosening.
  • the bolt body 5, the taper member 7, each contact portion 8, and each bridge portion 12 a and 12 b of the anchor bolt 1 are each formed of stainless steel.
  • crosslinking part piece 12a * 12b is elastically deformable, and both contact part 8 * 8 in each bridge
  • a plurality of grooves 20 are formed at equal intervals in the vertical direction at the lower part of the outer peripheral surface 17 of each contact portion 8. It extends in the circumferential direction of the outer peripheral surface 17.
  • the groove 20 may be inclined obliquely in the vertical direction with respect to the outer peripheral surface 17 of the contact portion 8, or may be formed in a part of the outer peripheral surface 17 of the contact portion 8 in the circumferential direction.
  • a convex shape (not shown) may be provided on the outer peripheral surface 17 of the contact portion 8 instead of or together with the groove 20.
  • the length dimension L1 in the axial direction (vertical direction) of the bolt body 5 at each contact portion 8 is larger than the length dimension L2 in the axial direction of the bolt body 5 of the taper member 7. Yes.
  • the contact area between the outer peripheral surface 17 of the contact portion 8 and the inner peripheral surface 18 of the hole 3 of the concrete wall 2 is increased, and the anchor bolt 1 is securely fixed to the hole 3.
  • each abutting portion 8 has an axial length dimension L3 of the bolt body 5 from the upper end to the lower end of the abutting surface 15, and an axial length dimension of the bolt body 5 of the inclined surface 14 of the taper member 7. It is larger than L2.
  • the vertical length L3 of the contact surface 15 of the contact portion 8 is smaller than the axial length L1 of the bolt body 5 of the contact portion 8, and from the lower end of the contact surface 15.
  • the lower end of the contact portion 8 is a vertical plane parallel to the axis of the taper member 7.
  • the construction procedure of the anchor bolt 1 will be described.
  • the bolt body 5, the taper member 7 and the bridging portion 12 (contact portion 8) of FIG. 2 are assembled in the state of FIG.
  • the ball 11 of the bolt body 5 is brought into contact with the lower surface of the one bridging piece 12a as shown in FIG.
  • the entire contact portion 8 is inserted into the hole 3 of the concrete wall 2 (the state shown in FIG. 7).
  • the bolt main body 5 in which the ball 11 is in contact with the bridging portion 12 is rotated by hand, for example, the bolt main body 5 rotates about the abutting portion (ball 11) with the bridging portion 12, and accompanying this,
  • the taper member 7 is lowered from the position shown by the solid line in FIG. 7 to the position shown by the two-dot chain line in FIG. 7 by the screw action (moves to the opening side of the hole 3).
  • each inclined surface 14 of the taper member 7 pushes the contact surface 15 of each contact portion 8 outward (on the inner peripheral surface 18 side of the hole 3), and thereby the outer peripheral surface 17 of each contact portion 8.
  • Is pressed against the inner peripheral surface 18 of the hole 3 that is, pressed in a state where the outer peripheral surface 17 of each contact portion 8 is in surface contact with the inner peripheral surface 18 of the hole 3.
  • the anchor bolt 1 is held in the hole 3 by friction between the outer peripheral surface 17 and the inner peripheral surface 18 of the hole 3.
  • the nut 29 is turned with a spanner (wrench) or the like, and the nut 29 is pressed around the lower edge of the hole 3 through the bracket 28.
  • the bolt body 5 is pulled downward by the nut 29, and the bolt body 5 and the taper member 7 are further lowered.
  • the contact surface 15 of each contact portion 8 is further pushed toward the inner peripheral surface 18 side of the hole 3 by each inclined surface 14 of the taper member 7, and the outer peripheral surface 17 of each contact portion 8 is the inner peripheral surface of the hole 3. 18 is pressed against the surface more strongly.
  • a washer may be mounted on the upper side of the nut 29 instead of the bracket 28. In that case, equipment and piping are fixed to the lower end (base end: right side in FIG. 1) side of the bolt body 5.
  • the anchor bolt 1 can be inserted into the hole 3 only by turning the bolt body 5 with a tool or the like without screwing the nut 29 into the bolt body 5. Can be securely fixed.
  • each of the bridging portion pieces 12a and 12b of the bridging portion 12 can be elastically deformed as in the first embodiment, and the abutting portions 8 and 8 can swing in the horizontal direction. ing.
  • each abutting portion 8 of the anchor bolt 1 is in a free state (the state shown in FIG. 9) before the anchor bolt 1 is inserted into the hole 3.
  • the distance L4 from the center axis of the bolt body 5 to the lower end of the contact portion 8 is the radial dimension L5 of the hole 3 at the lower end (free end) of each contact portion 8. Is bigger than.
  • each contact portion 8 is regulated by the inner peripheral surface 18 of the hole 3 and the bolt body 5 Approach the side.
  • Each contact portion 8 is pressed against the inner peripheral surface 18 of the hole 3 by the restoring force at that time, whereby the contact portion 8 is held in the hole 3. Since other configurations are the same as those of the first embodiment, the description thereof is omitted.
  • the abutting portion 8 is held by the hole 3 and is prevented from falling out of the hole 3, so the bolt body 5 is turned. At this time, it is not necessary to support the contact portion 8 in order to prevent the dropout, and the efficiency of the installation work of the anchor bolt 1 is improved accordingly.
  • the bridging portion 12 is divided into four divided bridging portion pieces 12c, 12d, 12e, and 12f, and one abutment portion 8 for each of the divided bridging portion pieces 12c, 12d, 12e, and 12f.
  • the bridging portion 12 is divided for each abutting portion 8, and each divided bridging portion 12 c, 12 d, 12 e, 12 f moves in a direction in which the abutting portion 8 moves away from the central axis of the bolt body 5. Connected as possible.
  • crosslinking part piece which are connected to the 1st division
  • the contact portion 8 connected to 12d is in an opposing position, and is connected to the contact portion 8 connected to the third divided bridge portion 12e and the fourth divided bridge portion 12f.
  • the abutting portion 8 is at the facing position.
  • the first divided bridge portion 12c and the third divided bridge portion 12e are respectively provided with elongated holes 22 and 24 extending in the opposing direction of the contact portion 8, and the second divided bridge portion 12d.
  • the fourth divided bridge part 12f is provided with round holes 23 and 25, respectively.
  • a pin (rivet) 26 is made to penetrate through these long holes 22 and 24 and round holes 23 and 25, so that the divided bridging pieces 12c, 12d, 12e, and 12f are formed.
  • the first divided bridge part 12c and the second divided bridge part 12d, and the third divided bridge part 12e and the fourth divided bridge part 12f are respectively Relative movement is possible in the opposite direction.
  • each contact portion 8 is configured to be movable in a direction away from the central axis of the bolt body 5, that is, each contact portion 8 is configured to be relatively movable in the horizontal direction.
  • each contact part 8 may be movable also in the direction approaching the central axis side of the bolt main body 5. Since other configurations are the same as those of the first embodiment, the description thereof is omitted.
  • each of the divided bridge portions 12c, 12d, 12e, and 12f is relatively movable in the horizontal direction, so that each contact portion 8 is divided as the taper member 7 is lowered. It can spread freely in the horizontal direction without being disturbed by the restoring force of the bridging pieces 12c, 12d, 12e, and 12f. Accordingly, each contact portion 8 can be securely brought into pressure contact with the inner peripheral surface 18 of the hole 3.
  • the bridging portion 12 is composed of two bridging portion pieces 12a and 12b, and the contact portions 8 are connected to both ends of the bridging portion pieces 12a and 12b. Then, three contact portions 8 are connected to one bridging portion 12.
  • the bridging portion 12 of the fourth embodiment is formed in a trifurcated shape, and the abutting portions 8 are respectively provided at the three end portions of the bridging portion 12. It is connected.
  • the tapered member 7 forms three inclined surfaces 14 at equal intervals in the circumferential direction in accordance with the arrangement of the contact portions 8, and the three inclined surfaces 14 of the tapered member 7. Further, the contact surfaces 15 of the three contact portions 8 contact each other. Since other configurations are the same as those of the first embodiment, the description thereof is omitted.
  • three contact portions 8 may be arranged as shown in the fourth embodiment, but five or more may be arranged. That is, the present invention corresponds to one having three or more contact portions 8.
  • the inclined surface 14 of the taper member 7 is formed according to the number of arrangement of the contact portions 8.
  • crosslinking part 12 does not necessarily need to be comprised with a some bridge

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Dowels (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

Provided is an anchor bolt which is less likely to come out of a hole provided in a concrete wall surface or the like. This anchor bolt (1) is adapted to be affixed in a hole (3) provided in a wall surface (2) and is provided with a bolt body (5), a tapered member (7) which is engaged through threads with the bolt body (5), and four contact sections (8) which are fitted over the tapered member (7). The outer peripheral surfaces (17) of the contact sections (8) come into surface contact with the inner peripheral surface (18) of the hole (3). The upper ends of the contact sections (8) connect to bridge sections (12). The peripheral side surface (9) of the tapered member (7) has formed thereon sloped surfaces (14) with which the contact surfaces (15) of the contact sections (8) come into contact. The contact surfaces (15) of the contact sections (8) and the sloped surfaces (14) of the tapered member (7) are each sloped so as to approach the axis of the bolt body (5) as the contact surfaces (15) and the sloped surfaces (14) extend toward the base end side of the bolt body (5). When in a free state, the contact sections (8) separate from the bolt body (5) as the contact sections (8) extend toward the free end side of the contact sections (8).

Description

アンカーボルトAnchor bolt
 本発明は、コンクリート製の天井などの壁面に設けた孔に固定するアンカーボルトに関するものである。 The present invention relates to an anchor bolt fixed to a hole provided in a wall surface such as a concrete ceiling.
 例えば、特許文献1で示すように、既設のコンクリート製の側壁や天井などの壁面にドリルなどで孔を空け、その孔にアンカーボルトを固定し、そのアンカーボルトに設備機器や配管などを配置するものが知られている。 For example, as shown in Patent Document 1, a hole is drilled in a wall surface such as an existing concrete side wall or ceiling with a drill, an anchor bolt is fixed to the hole, and equipment, piping, or the like is arranged in the anchor bolt. Things are known.
 詳しくは、特許文献1のアンカーボルトは、一端側に近づくに従って径が大きくなるテーパー面および他端側に形成した雄ねじを有するボルト部材と、そのボルト部材に外嵌していて、前記ボルト部材のテーパー面によって一端側が拡開操作されるスリーブとを有している。 Specifically, the anchor bolt of Patent Document 1 has a taper surface whose diameter increases as it approaches one end side and a bolt member having a male screw formed on the other end side, and is externally fitted to the bolt member. And a sleeve whose one end is expanded by a tapered surface.
 そして、コンクリートの壁面に空けた孔へ、アンカーボルトのボルト部材をその一端側から挿入した後に、ボルト部材に螺合しているナットを回転させてボルト部材に対して前記孔から引き抜く方向の引っ張り力を加える。それにより、アンカーボルトのボルト部材のテーパー面がスリーブの一端側に食い込んで、当該スリーブの一端側が拡開してコンクリートに食い込み、アンカーボルトがコンクリートの壁面に固定される。 Then, after inserting the bolt member of the anchor bolt from one end side into the hole formed in the concrete wall surface, the nut screwed to the bolt member is rotated to pull the bolt member in the direction of pulling out from the hole. Apply power. Thereby, the taper surface of the bolt member of the anchor bolt bites into one end side of the sleeve, the one end side of the sleeve expands and bites into the concrete, and the anchor bolt is fixed to the concrete wall surface.
実用新案登録第3031999号公報Utility Model Registration No. 3031999
 特許文献1のアンカーボルトでは、コンクリートに食い込んでいるスリーブの一部のみでアンカーボルトをコンクリートの壁面に固定しているので、アンカーボルトに過大な引っ張り力が加わると、アンカーボルトがコンクリートの壁面の孔から抜ける虞がある。 In the anchor bolt of Patent Document 1, since the anchor bolt is fixed to the concrete wall surface by only a part of the sleeve biting into the concrete, when an excessive pulling force is applied to the anchor bolt, the anchor bolt is attached to the concrete wall surface. There is a risk of coming out of the hole.
 本発明は、かかる不都合を解決することを目的として提供されたものであり、土木構造物の壁面などに設けた孔から抜け難いアンカーボルトを提供することにある。 The present invention has been provided for the purpose of solving such inconveniences, and is to provide an anchor bolt which is difficult to be removed from a hole provided in a wall surface of a civil engineering structure.
 本発明は、かかる不都合を解決するために、壁面2に設けた孔3に固定するアンカーボルト1であって、円柱面状の外周面に雄ねじ4を形成しているボルト本体5と、そのボルト本体5の雄ねじ4に螺合する雌ねじ6を貫通状に形成しているテーパー部材7と、そのテーパー部材7に外嵌する少なくとも三個の当接部8とを有しており、各当接部8の外周面17は、円柱面状になっていて前記孔3の内周面18に面接触可能になっており、各当接部8の上端部を架橋部12に連結していて、その架橋部12にはボルト本体5の先端が当接可能になっており、テーパー部材7の周側面9には、各当接部8の内側に形成している平面形状の当接面15がそれぞれ当接する平面形状の傾斜面14を形成しており、各当接部8の当接面15と、テーパー部材7の各傾斜面14とは、それぞれボルト本体5の基端側に向かうに従ってボルト本体5の中心軸に近づくように傾斜しており、各当接部8全体を孔3内に差し込んで、架橋部12に当接しているボルト本体5を回した(回転した)ときには、そのボルト本体5が架橋部12との当接箇所を軸に回転し、それに伴ってテーパー部材7がねじ作用で孔3の開口側に移動することで、そのテーパー部材7の各傾斜面14が各当接部8の当接面15をそれぞれ孔3の内周面18側へ押すことを特徴とする。 In order to solve such inconvenience, the present invention is an anchor bolt 1 that is fixed to a hole 3 provided in a wall surface 2 and has a bolt body 5 in which a male screw 4 is formed on a cylindrical outer peripheral surface, and the bolt. It has a taper member 7 in which a female screw 6 screwed into the male screw 4 of the main body 5 is formed in a penetrating manner, and at least three abutting portions 8 that are externally fitted to the taper member 7. The outer peripheral surface 17 of the portion 8 has a cylindrical surface shape and can come into surface contact with the inner peripheral surface 18 of the hole 3, and the upper end portion of each contact portion 8 is connected to the bridging portion 12. The front end of the bolt body 5 can come into contact with the bridging portion 12, and a planar contact surface 15 formed inside each contact portion 8 is formed on the peripheral side surface 9 of the taper member 7. A flat inclined surface 14 that abuts each other is formed. -Each inclined surface 14 of the member 7 is inclined so as to approach the central axis of the bolt main body 5 toward the base end side of the bolt main body 5, and the entire contact portion 8 is inserted into the hole 3. When the bolt main body 5 in contact with the bridging portion 12 is turned (rotated), the bolt main body 5 rotates about the abutting portion with the bridging portion 12, and the taper member 7 is screwed accordingly. By moving to the opening side of the hole 3, each inclined surface 14 of the taper member 7 pushes the contact surface 15 of each contact portion 8 toward the inner peripheral surface 18 side of the hole 3, respectively.
 ここでの壁面2には、トンネルなどの土木構造物や建築物の天井や側壁などの壁面が含まれる。ボルト本体5の基端は、そのボルト本体5において架橋部12に当接可能な先端とは反対側の端を意味する。当接部8の個数が多いほど、当接部8の外周面17と前記孔3の内周面18との接触面積を大きくできるが、アンカーボルト1の構造が複雑になるので、当接部8の個数は、前記接触面積とアンカーボルト1の構造などを考慮して設定されることになる。 The wall surface 2 here includes civil structures such as tunnels and wall surfaces such as ceilings and side walls of buildings. The base end of the bolt main body 5 means an end on the opposite side of the front end of the bolt main body 5 that can contact the bridging portion 12. As the number of the contact portions 8 increases, the contact area between the outer peripheral surface 17 of the contact portion 8 and the inner peripheral surface 18 of the hole 3 can be increased, but the structure of the anchor bolt 1 becomes complicated. The number of 8 is set in consideration of the contact area and the structure of the anchor bolt 1.
 具体的には、テーパー部材7は、傾斜面14を周側面9の四方に形成しており、それらの傾斜面14の位置に対応して当接部8を配置することで、当接部8は、二個一対で対向しており、架橋部12は、二個の架橋部片12a・12bからなり、各対の当接部8・8は、各架橋部片12a・12bの両端にそれぞれ連結していて、各架橋部片12a・12bは、その中間部どうしを連結している。 Specifically, the taper member 7 has inclined surfaces 14 formed on four sides of the peripheral side surface 9, and the abutting portions 8 are arranged by arranging the abutting portions 8 corresponding to the positions of the inclined surfaces 14. Are opposed to each other, and the bridging portion 12 is composed of two bridging portion pieces 12a and 12b, and each pair of abutting portions 8 and 8 is provided at both ends of each bridging portion piece 12a and 12b, respectively. It connects and each bridge | crosslinking part piece 12a * 12b has connected the intermediate part.
 また、ボルト本体5は、その先端にボール11を抜け止め状に保持しており、そのボール11が、架橋部12に当接するものとすることができる。 Further, the bolt body 5 can hold the ball 11 at the tip thereof so as to prevent it from coming off, and the ball 11 can come into contact with the bridging portion 12.
 また、各当接部8の外周面17に、その周方向に延びる溝20を設けていてもよい。 Further, a groove 20 extending in the circumferential direction may be provided on the outer peripheral surface 17 of each contact portion 8.
 また、少なくとも一個の当接部8は、アンカーボルト1を前記孔3に挿入する前の自由状態で、その自由端側に向かうに従ってボルト本体5から離れていて、当該当接部8の自由端では、ボルト本体5の中心軸からの距離L4が前記孔3の半径寸法L5よりも大きくなっており、アンカーボルト1を架橋部12側から孔3へ挿入すると、前記自由端側に向かうに従ってボルト本体5から離れている当接部8が、孔3の内周面18で規制されてボルト本体5側へ近づき、その際の復元力によって各当接部8が孔3の内周面18に押し付けられるようにしてもよい。 Further, at least one abutting portion 8 is in a free state before the anchor bolt 1 is inserted into the hole 3, and is separated from the bolt body 5 toward the free end side. Then, the distance L4 from the central axis of the bolt body 5 is larger than the radial dimension L5 of the hole 3, and when the anchor bolt 1 is inserted into the hole 3 from the bridging portion 12 side, the bolt becomes closer to the free end side. The abutting portion 8 that is separated from the main body 5 is regulated by the inner peripheral surface 18 of the hole 3 and approaches the bolt main body 5 side, and each abutting portion 8 contacts the inner peripheral surface 18 of the hole 3 by the restoring force at that time. You may make it press.
 また、架橋部12は当接部8毎に分割していて、その分割した各分割架橋部片12c・12d・12e・12fが、当接部8がボルト本体5の中心軸から離れる方向に移動可能に連結されているようにしてもよい。 Further, the bridging portion 12 is divided for each abutting portion 8, and the divided divided bridging portion pieces 12 c, 12 d, 12 e, and 12 f move in a direction in which the abutting portion 8 moves away from the central axis of the bolt body 5. You may make it connect so that it is possible.
 本発明のアンカーボルト1では、各当接部8全体を孔3内に差し込んで、架橋部12に当接しているボルト本体5を、例えば手で回したときには、そのボルト本体5が架橋部12との当接箇所を軸に回転し、それに伴ってテーパー部材7が孔3の開口(アンカーボルト1を差し入れた開口)側に移動して、テーパー部材7の各傾斜面14が各当接部8の当接面15を孔3の内周面18側へ押す。それにより、各当接部8の外周面17が孔3の内周面18に面圧接し(すなわち、各当接部8の外周面17が孔3の内周面18に面接触した状態で押し付けられる。)、各当接部8の外周面17と孔3の内周面18との面摩擦によってアンカーボルト1が孔3に保持される。 In the anchor bolt 1 of the present invention, when the entire abutting portion 8 is inserted into the hole 3 and the bolt body 5 that is in contact with the bridging portion 12 is turned by hand, for example, the bolt main body 5 becomes the bridging portion 12. , The taper member 7 moves to the opening side of the hole 3 (opening into which the anchor bolt 1 is inserted), and each inclined surface 14 of the taper member 7 is moved to each contact portion. The abutting surface 15 of 8 is pushed toward the inner peripheral surface 18 side of the hole 3. Thereby, the outer peripheral surface 17 of each contact portion 8 is in surface pressure contact with the inner peripheral surface 18 of the hole 3 (that is, in a state where the outer peripheral surface 17 of each contact portion 8 is in surface contact with the inner peripheral surface 18 of the hole 3. The anchor bolt 1 is held in the hole 3 by surface friction between the outer peripheral surface 17 of each contact portion 8 and the inner peripheral surface 18 of the hole 3.
 その保持状態のアンカーボルト1を孔3に固定するには、当該保持状態のアンカーボルト1のボルト本体5に、例えば、ナットを螺合し、そのナットを回して当該ナットを孔3の開口の縁周辺に押し付けて、そのナットによってボルト本体5を引っ張ることになる。それにより、テーパー部材7が孔3の開口側へさらに移動し、そのテーパー部材7の各傾斜面14によって各当接部8の当接面15が孔3の内周面18側へさらに押され、各当接部8の外周面17が孔3の内周面18により強く面圧接する。それによってアンカーボルト1が孔3に確りと固定される。その結果、アンカーボルト1が、孔3から抜け出ることを確実に防止することができる。工具などによってボルト本体5を強い力で回すことができる場合には、前記ナットをボルト本体5に螺合しなくても、ボルト本体5を工具などで回すだけで、アンカーボルト1を孔3に確りと固定することができる。 In order to fix the anchor bolt 1 in the holding state to the hole 3, for example, a nut is screwed into the bolt body 5 of the anchor bolt 1 in the holding state, and the nut is rotated to attach the nut to the opening of the hole 3. The bolt body 5 is pulled by the nut while being pressed around the edge. As a result, the taper member 7 further moves toward the opening side of the hole 3, and the contact surface 15 of each contact portion 8 is further pushed toward the inner peripheral surface 18 side of the hole 3 by the inclined surfaces 14 of the taper member 7. The outer peripheral surface 17 of each abutting portion 8 is more in pressure contact with the inner peripheral surface 18 of the hole 3. As a result, the anchor bolt 1 is securely fixed to the hole 3. As a result, the anchor bolt 1 can be reliably prevented from coming out of the hole 3. When the bolt body 5 can be turned with a strong force by a tool or the like, the anchor bolt 1 can be inserted into the hole 3 only by turning the bolt body 5 with a tool or the like without screwing the nut into the bolt body 5. Can be fixed securely.
 その孔3に固定されたアンカーボルト1のボルト本体5が、ボルト本体5に固定した設備機器の重量などによって孔3の外側へ引っ張られると、それに伴ってテーパー部材7が各当接部8の当接面15をそれぞれ一層強く押すので、各当接部8の外周面17が孔3の内周面18に一層強く面圧接される。それによって、アンカーボルト1が孔3から抜け出ることをより確実に防止することができる。 When the bolt body 5 of the anchor bolt 1 fixed to the hole 3 is pulled to the outside of the hole 3 due to the weight of the equipment fixed to the bolt body 5, the taper member 7 is attached to each contact portion 8 accordingly. Since each of the contact surfaces 15 is pressed more strongly, the outer peripheral surface 17 of each contact portion 8 is more strongly pressed against the inner peripheral surface 18 of the hole 3. Thereby, it is possible to more reliably prevent the anchor bolt 1 from coming out of the hole 3.
 また、当接部8の個数を多くすることで、各当接部8の外周面17と孔3の内周面18との接触面積を大きくすることができるので、その分だけ各当接部8の外周面17と孔3の内周面18との面摩擦を大きくでき、それによってアンカーボルト1を孔3により確りと固定することができる。 Further, since the contact area between the outer peripheral surface 17 of each contact portion 8 and the inner peripheral surface 18 of the hole 3 can be increased by increasing the number of the contact portions 8, each contact portion is increased by that amount. Thus, the surface friction between the outer peripheral surface 17 and the inner peripheral surface 18 of the hole 3 can be increased, whereby the anchor bolt 1 can be securely fixed to the hole 3.
 架橋部12を構成する二個の架橋部片12a・12bの両端に当接部8・8をそれぞれ連結するようにすると、例えば一方の架橋部片12aおよび当接部8・8をテーパー部材7の側方から当該テーパー部材7に外嵌させたのちに、他方の架橋部片12bおよび当接部8・8をテーパー部材7の側方から当該テーパー部材7に外嵌させることができる。 When the abutting portions 8 and 8 are connected to both ends of the two bridging portion pieces 12a and 12b constituting the bridging portion 12, for example, one of the bridging portion pieces 12a and the abutting portions 8 and 8 are connected to the taper member 7. After the outer side of the taper member 7 is externally fitted to the taper member 7, the other bridging portion piece 12 b and the contact portions 8, 8 can be externally fitted to the taper member 7 from the side of the taper member 7.
 つまり、例えば架橋部12を四つ又形状に形成し、その架橋部12の四個の各端部に当接部8をそれぞれ連結した場合には、各当接部8どうしの間隔を強制的に広げながらテーパー部材7を四個の当接部8の内方へ嵌め込んで、各当接部8をテーパー部材7に外嵌させなければならないが、前記のように架橋部12を二個の架橋部片12a・12bで構成したことで、各当接部8どうしの間隔を強制的に広げなくても済み、その分だけ当接部8をテーパー部材7に外嵌させ易いことになって、アンカーボルト1の組み立てを容易に行なうことができる。 That is, for example, when the bridging portion 12 is formed in a four-pronged shape and the abutting portions 8 are respectively connected to the four end portions of the bridging portion 12, the interval between the abutting portions 8 is forced. The taper member 7 must be fitted inwardly of the four contact portions 8 while being spread out, and each contact portion 8 must be externally fitted to the taper member 7. As described above, the two bridging portions 12 are provided. Since the cross-linking portion pieces 12a and 12b are configured, it is not necessary to forcibly widen the interval between the contact portions 8, and the contact portions 8 are easily fitted on the taper member 7 by that amount. Thus, the assembly of the anchor bolt 1 can be easily performed.
 ボルト本体5の先端のボール11が架橋部12に当接するようにすると、架橋部12とボルト本体5のボール11とは点接触になり、その分だけボルト本体5を回す際の摩擦を低減することができて、ボルト本体5を小さい力で回すことができる。 When the ball 11 at the tip of the bolt body 5 is brought into contact with the bridging portion 12, the bridging portion 12 and the ball 11 of the bolt main body 5 are in point contact with each other, and the friction when rotating the bolt main body 5 is reduced accordingly. The bolt body 5 can be rotated with a small force.
 各当接部8の外周面17に溝20を設けると、当接部8の外周面17が孔3の内周面18に面圧接したときには、溝20の縁が前記孔3の内周面18に食い込み、それによってアンカーボルト1が前記孔3から抜けることをより確実に防止することができる。 When the groove 20 is provided on the outer peripheral surface 17 of each contact portion 8, when the outer peripheral surface 17 of the contact portion 8 is in pressure contact with the inner peripheral surface 18 of the hole 3, the edge of the groove 20 is the inner peripheral surface of the hole 3. 18, thereby preventing the anchor bolt 1 from coming out of the hole 3 more reliably.
 少なくとも一個の当接部8が、アンカーボルト1を孔3に挿入する前の自由状態で、その自由端側に向かうに従ってボルト本体5から離れていて、アンカーボルト1を孔3へ挿入したときに、当該当接部8が孔3の内周面18で規制されてボルト本体5側へ近づき、その際の復元力によって各当接部8が前記孔3の内周面18に押し付けられると、それによって各当接部8が孔3に保持される。それにより、ボルト本体5を回す際に、抜け防止のために当接部8を支えなくても済み、その分だけアンカーボルト1の設置作業の効率が向上する。 When at least one contact portion 8 is separated from the bolt body 5 toward the free end in a free state before the anchor bolt 1 is inserted into the hole 3, and the anchor bolt 1 is inserted into the hole 3. When the contact portion 8 is regulated by the inner peripheral surface 18 of the hole 3 and approaches the bolt main body 5 side, each contact portion 8 is pressed against the inner peripheral surface 18 of the hole 3 by the restoring force at that time. Thereby, each contact portion 8 is held in the hole 3. As a result, when the bolt body 5 is turned, it is not necessary to support the contact portion 8 in order to prevent the bolt body 5 from being pulled out, and the installation work efficiency of the anchor bolt 1 is improved accordingly.
 各分割架橋部片12c・12d・12e・12fが、各当接部8がボルト本体5の中心軸から離れる方向に移動可能に連結されていると、各当接部8が、分割架橋部片12c・12d・12e・12fの復元力に邪魔されることなく移動することができ、その分だけ各当接部8を孔3の内周面18に確りと圧接させることができる。 When each divided bridge portion 12c, 12d, 12e, and 12f is connected so that each contact portion 8 is movable in a direction away from the central axis of the bolt body 5, each contact portion 8 is divided into the divided bridge portion pieces. It can move without being disturbed by the restoring force of 12c, 12d, 12e, and 12f, and the respective contact portions 8 can be firmly brought into pressure contact with the inner peripheral surface 18 of the hole 3 by that amount.
本発明に係るアンカーボルトの第1実施例を示す斜視図である。It is a perspective view which shows 1st Example of the anchor bolt which concerns on this invention. 第1実施例のアンカーボルトの分解斜視図である。It is a disassembled perspective view of the anchor bolt of 1st Example. 第1実施例のアンカーボルトに係る架橋部および当接部の製造の手順を説明するための中間加工品の側面図である。It is a side view of the intermediate processed product for demonstrating the procedure of manufacture of the bridge | crosslinking part and contact part which concern on the anchor bolt of 1st Example. 第1実施例のアンカーボルトに係る架橋部および当接部の製造の手順を説明するための側面図である。It is a side view for demonstrating the procedure of manufacture of the bridge | crosslinking part and contact part which concern on the anchor bolt of 1st Example. 第1実施例のアンカーボルトに係る架橋部および当接部の製造の手順を説明するための側面図である。It is a side view for demonstrating the procedure of manufacture of the bridge | crosslinking part and contact part which concern on the anchor bolt of 1st Example. 第1実施例のアンカーボルトを孔に保持する手順を説明するための断面図である。It is sectional drawing for demonstrating the procedure which hold | maintains the anchor bolt of 1st Example to a hole. 第1実施例のアンカーボルトを孔に保持する手順を説明するための断面図である。It is sectional drawing for demonstrating the procedure which hold | maintains the anchor bolt of 1st Example to a hole. 第1実施例のアンカーボルトを孔に固定する手順を説明するための断面図である。It is sectional drawing for demonstrating the procedure which fixes the anchor bolt of 1st Example to a hole. 第2実施例のアンカーボルトおよびそのアンカーボルトを孔に装着する手順を説明するための断面図である。It is sectional drawing for demonstrating the procedure which attaches the anchor bolt of 2nd Example, and the anchor bolt to a hole. 第2実施例のアンカーボルトを孔に装着する手順を説明するための断面図である。It is sectional drawing for demonstrating the procedure which attaches the anchor bolt of 2nd Example to a hole. 第3実施例のアンカーボルトに係る架橋部および当接部の斜視図である。It is a perspective view of the bridge | crosslinking part and contact part which concern on the anchor bolt of 3rd Example. 第3実施例のアンカーボルトの断面図である。It is sectional drawing of the anchor bolt of 3rd Example. 第3実施例のアンカーボルトの断面図である。It is sectional drawing of the anchor bolt of 3rd Example. 第4実施例のアンカーボルトを示す側面図である。It is a side view which shows the anchor bolt of 4th Example. 図13のA方向から見た図である。It is the figure seen from the A direction of FIG. 図13のB―B線矢視断面図である。FIG. 14 is a cross-sectional view taken along line BB in FIG. 13.
 本発明に係るアンカーボルトの第1実施例を図1ないし図8に基づいて説明する。本発明のアンカーボルト1は、例えば図8に示すように、コンクリート製の天井の壁面2に空けた(設けた)孔3へ挿入した状態で固定するようになっている。 A first embodiment of an anchor bolt according to the present invention will be described with reference to FIGS. For example, as shown in FIG. 8, the anchor bolt 1 of the present invention is fixed in a state of being inserted into a hole 3 provided (provided) in a wall surface 2 of a concrete ceiling.
 そのアンカーボルト1は、図1および図2に示すように、円柱面状の外周面に雄ねじ4を形成しているボルト本体5と、そのボルト本体5の雄ねじ4に螺合する雌ねじ6を中心軸に沿って貫通状に形成しているテーパー部材7と、そのテーパー部材7に外嵌する四個の当接部8とを有している。四個の当接部8は、テーパー部材7の円柱面状の周側面9の四方の位置にそれぞれ配置している。詳しくは、各当接部8は、同一形状になっていて、テーパー部材7の周方向へ等間隔に配置している。前記ボルト本体5の下端(基端:図1では右側)側には、不図示の設備機器や配管などが固定される。 As shown in FIGS. 1 and 2, the anchor bolt 1 is centered on a bolt main body 5 in which a male screw 4 is formed on a cylindrical outer peripheral surface and a female screw 6 screwed into the male screw 4 of the bolt main body 5. The taper member 7 is formed in a penetrating manner along the axis, and four contact portions 8 that are externally fitted to the taper member 7 are provided. The four contact portions 8 are arranged at four positions on the cylindrical peripheral side surface 9 of the taper member 7, respectively. Specifically, the contact portions 8 have the same shape and are arranged at equal intervals in the circumferential direction of the taper member 7. On the lower end (base end: right side in FIG. 1) side of the bolt body 5, unillustrated equipment and piping are fixed.
 前記ボルト本体5は、その上端(先端:図2では左側)にボール11を抜け止め状に保持している。ボルト本体5の雄ねじ4は、少なくともテーパー部材7との螺合範囲であるボルト本体5の上部に形成している。四個の当接部8の上端部を架橋部12に連結していて、その架橋部12にボルト本体5の先端の前記ボール11が当接可能になっている。そのボルト本体5は、架橋部12との当接箇所、すなわちボール11と架橋部12との接点を軸に回転可能になっている(図7参照)。 The bolt body 5 holds the ball 11 at its upper end (tip: left side in FIG. 2) in a retaining manner. The male screw 4 of the bolt main body 5 is formed at least on the upper part of the bolt main body 5 which is a screwing range with the taper member 7. The upper ends of the four abutting portions 8 are connected to the bridging portion 12 so that the ball 11 at the tip of the bolt body 5 can abut on the bridging portion 12. The bolt body 5 is rotatable about a contact point with the bridging portion 12, that is, a contact point between the ball 11 and the bridging portion 12 (see FIG. 7).
 このように、架橋部12にはボルト本体5の先端であるボール11が当接するので、その架橋部12とボルト本体5とは点接触になり、その分だけボルト本体5を回す際の摩擦を低減することができる。また、ボルト本体5のボール11が架橋部12に当接していることで、ボルト本体5が図6の位置よりも架橋部12の上方へ移動することが防がれる。なお、前記ボール11は、ボルト本体5の上端に回転可能な状態で抜け止め状に保持してもよい。また、前記ボール11に代えて、ボルト本体5の上端部(先端部)を半球状に形成してもよい。 In this way, since the ball 11 which is the tip of the bolt body 5 comes into contact with the bridging portion 12, the bridging portion 12 and the bolt body 5 are in point contact, and the friction when the bolt body 5 is rotated by that amount. Can be reduced. Further, since the ball 11 of the bolt main body 5 is in contact with the bridging portion 12, the bolt main body 5 is prevented from moving above the bridging portion 12 from the position of FIG. Note that the ball 11 may be held at the upper end of the bolt body 5 so as to prevent the ball 11 from being detached. Further, instead of the ball 11, the upper end portion (tip portion) of the bolt main body 5 may be formed in a hemispherical shape.
 前記テーパー部材7の周側面9の四方には、平面形状の傾斜面14をそれぞれ形成している。詳しくは、傾斜面14は、テーパー部材7の周側面9の周方向に等間隔で形成している。各傾斜面14には、前記の当接部8の内側にそれぞれ形成している平面形状の当接面15がそれぞれ当接(面接触)するようになっている。前記各当接部8は、各傾斜面14の位置に対応して配置されることになる。 A flat inclined surface 14 is formed on each side of the peripheral side surface 9 of the taper member 7. Specifically, the inclined surfaces 14 are formed at equal intervals in the circumferential direction of the peripheral side surface 9 of the taper member 7. Each inclined surface 14 is in contact (surface contact) with a flat contact surface 15 formed inside the contact portion 8. Each contact portion 8 is arranged corresponding to the position of each inclined surface 14.
 テーパー部材7の各傾斜面14と各当接部8の当接面15とは、それぞれボルト本体5の基端側(図2では右側となる下端側)に向かうに従ってボルト本体5(テーパー部材7)の中心軸に近づくように傾斜している(図6参照)。各当接部8の外周面17は、図7に示すように、前記孔3の円柱面状の内周面18に面圧接(面接触)可能になっている。 Each inclined surface 14 of the taper member 7 and the contact surface 15 of each contact portion 8 are respectively connected to the bolt body 5 (taper member 7) toward the proximal end side (lower end side which is the right side in FIG. 2) of the bolt body 5. ) To be closer to the central axis (see FIG. 6). As shown in FIG. 7, the outer peripheral surface 17 of each contact portion 8 is capable of surface pressure contact (surface contact) with the cylindrical inner peripheral surface 18 of the hole 3.
 前記架橋部12は、図1および図2に示すように、交差状に配置している二個の長板状の架橋部片12a・12bからなり、各架橋部片12a・12bの長さ方向の両端に前記当接部8の上端部をそれぞれ連結している。つまり、各架橋部片12a・12bには、それぞれ当接部8が二個一対で対向状に配置されることになる。 As shown in FIGS. 1 and 2, the bridging portion 12 includes two long plate-like bridging portion pieces 12a and 12b arranged in a crossing manner, and the length direction of the respective bridging portion pieces 12a and 12b. The upper end portions of the abutting portions 8 are connected to the both ends of each. That is, in each bridging piece 12a and 12b, two abutting portions 8 are arranged in a pair so as to face each other.
 前記架橋部12の両架橋部片12a・12bのうち、一方の架橋部片12aは、その中央部(中間部)が凹むように形成しており、他方の架橋部片12bは、その中央部(中間部)が隆起するように形成している。そして、一方の架橋部片12aの中央部の上側に他方の架橋部片12bの中央部を重ねて、ビス16によって連結固定することで、架橋部片12a・12bの中央部(中間部)どうしが一体化する。その状態で両架橋部片12a・12bの各端部が面一(図1の状態)になり、それに伴って各当接部8の上下の高さ位置が揃うことになる。 Of the two bridging part pieces 12a and 12b of the bridging part 12, one bridging part piece 12a is formed such that its central part (intermediate part) is recessed, and the other bridging part piece 12b is its central part. It is formed so that the (intermediate part) is raised. Then, the central part (intermediate part) of the bridging part pieces 12a and 12b is formed by superimposing the central part of the other bridging part piece 12b on the upper side of the central part of the one bridging part piece 12a and connecting and fixing with the screws 16. Are integrated. In this state, the end portions of both bridging portion pieces 12a and 12b are flush with each other (the state shown in FIG. 1), and accordingly, the vertical height positions of the contact portions 8 are aligned.
 ここで、架橋部12および当接部8の製造の手順の例について説明する。まず、例えばプレス加工によって架橋部12(架橋部片12aまたは架橋部片12bに相当するもの)および当接部8・8を直線状に並べた状態の中間加工品19(図3)を製造する。 Here, an example of a procedure for manufacturing the bridging portion 12 and the contact portion 8 will be described. First, the intermediate processed product 19 (FIG. 3) in which the bridging portion 12 (corresponding to the bridging portion piece 12a or the bridging portion piece 12b) and the contact portions 8 and 8 are arranged in a straight line is manufactured by, for example, pressing. .
 その中間加工品19を、当接部8の外周面17を上側にした状態で、長さ方向の中央部が凹むようにプレス加工して、一方の架橋部片12aに相当するものを作製する(図4の実線図の状態)。さらに中間加工品19の両側を折り曲げる(図4の二点鎖線図の状態)。これにより、図2に示す当接部8・8を連結した一方の架橋部片12aが作製される。 The intermediate processed product 19 is pressed so that the central portion in the length direction is recessed with the outer peripheral surface 17 of the abutting portion 8 facing upward, and a product corresponding to one bridging piece 12a is produced. (State of solid line in FIG. 4). Further, both sides of the intermediate processed product 19 are bent (state in the two-dot chain diagram of FIG. 4). Thereby, one bridge | crosslinking part piece 12a which connected the contact part 8 * 8 shown in FIG. 2 is produced.
 また、中間加工品19を、当接部8の外周面17を上側にした状態で、長さ方向の中央部が隆起するようにプレス加工して、他方の架橋部片12bに相当するものを作製する(図5の実線図の状態)。さらに中間加工品19の両側を折り曲げる(図5の二点鎖線図の状態)。これにより、図2に示す当接部8・8を連結した他方の架橋部片12bが作製される。 Further, the intermediate processed product 19 is pressed so that the central portion in the length direction is raised with the outer peripheral surface 17 of the contact portion 8 facing upward, and the intermediate processed product 19 corresponds to the other bridging portion piece 12b. It is produced (state in the solid line diagram of FIG. 5). Further, both sides of the intermediate processed product 19 are bent (state in the two-dot chain diagram of FIG. 5). Thereby, the other bridge | crosslinking part piece 12b which connected the contact part 8 * 8 shown in FIG. 2 is produced.
 このように、一種類の中間加工品19から、当接部8・8を連結した一方の架橋部片12aと、当接部8・8を連結した他方の架橋部片12bとの二種類を作製できるので、その分だけアンカーボルト1の部品管理の手間などが軽減される。 In this way, from one kind of intermediate processed product 19, there are two types of one bridging part piece 12 a connecting the contact parts 8, 8 and the other bridging part piece 12 b connecting the contact parts 8, 8. Since it can be manufactured, the labor for managing the parts of the anchor bolt 1 is reduced accordingly.
 なお、ボルト本体5の雄ねじ4は右ねじに形成しているのに対して、前記ビス16は左ねじ(逆ねじ)に形成しており、それによってボルト本体5を回したときに前記ビス16が緩まないようにしている。 The male screw 4 of the bolt body 5 is formed as a right-hand screw, whereas the screw 16 is formed as a left-hand screw (reverse screw), whereby the screw 16 is turned when the bolt body 5 is turned. To prevent it from loosening.
 アンカーボルト1のボルト本体5、テーパー部材7、各当接部8および各架橋部片12a・12bは、それぞれステンレススチールで形成してある。各架橋部片12a・12bは、弾性変形可能になっていて、各架橋部片12a・12bにおける両当接部8・8が水平方向へそれぞれ揺動できるようになっている。 The bolt body 5, the taper member 7, each contact portion 8, and each bridge portion 12 a and 12 b of the anchor bolt 1 are each formed of stainless steel. Each bridge | crosslinking part piece 12a * 12b is elastically deformable, and both contact part 8 * 8 in each bridge | crosslinking part piece 12a * 12b can each rock | fluctuate to a horizontal direction now.
 各当接部8の外周面17の下部には、図1に示すように、複数本の溝20を上下方向に等間隔で並べて形成しており、その溝20は、各当接部8の外周面17の周方向へ延びている。なお、前記溝20は、当接部8の外周面17に対して上下方向に斜めに傾斜していてもよく、当接部8の外周面17の周方向の一部に形成してもよい。また溝20に代えて、または溝20と共に、当接部8の外周面17に凸状(不図示)を設けてもよい。 As shown in FIG. 1, a plurality of grooves 20 are formed at equal intervals in the vertical direction at the lower part of the outer peripheral surface 17 of each contact portion 8. It extends in the circumferential direction of the outer peripheral surface 17. The groove 20 may be inclined obliquely in the vertical direction with respect to the outer peripheral surface 17 of the contact portion 8, or may be formed in a part of the outer peripheral surface 17 of the contact portion 8 in the circumferential direction. . A convex shape (not shown) may be provided on the outer peripheral surface 17 of the contact portion 8 instead of or together with the groove 20.
 各当接部8におけるボルト本体5の軸方向(上下方向)の長さ寸法L1は、図2に示すように、テーパー部材7のボルト本体5の軸方向の長さ寸法L2よりも大きくしている。それにより、前記当接部8の外周面17と、前記コンクリートの壁面2の孔3の内周面18との接触面積が大きくなって、アンカーボルト1が前記孔3に確りと固定される。 As shown in FIG. 2, the length dimension L1 in the axial direction (vertical direction) of the bolt body 5 at each contact portion 8 is larger than the length dimension L2 in the axial direction of the bolt body 5 of the taper member 7. Yes. As a result, the contact area between the outer peripheral surface 17 of the contact portion 8 and the inner peripheral surface 18 of the hole 3 of the concrete wall 2 is increased, and the anchor bolt 1 is securely fixed to the hole 3.
 また、各当接部8は、その当接面15の上端から下端までのボルト本体5の軸方向の長さ寸法L3がテーパー部材7の傾斜面14のボルト本体5の軸方向の長さ寸法L2よりも大きくなっている。なお、当接部8の当接面15の上下長さ寸法L3は、前記当接部8のボルト本体5の軸方向の長さ寸法L1よりも小さくなっており、当接面15の下端から当接部8の下端まではテーパー部材7の軸に平行な垂直面になっている。 In addition, each abutting portion 8 has an axial length dimension L3 of the bolt body 5 from the upper end to the lower end of the abutting surface 15, and an axial length dimension of the bolt body 5 of the inclined surface 14 of the taper member 7. It is larger than L2. The vertical length L3 of the contact surface 15 of the contact portion 8 is smaller than the axial length L1 of the bolt body 5 of the contact portion 8, and from the lower end of the contact surface 15. The lower end of the contact portion 8 is a vertical plane parallel to the axis of the taper member 7.
 次に、前記アンカーボルト1の施工手順について説明すると、まず、図2のボルト本体5、テーパー部材7および架橋部12(当接部8)を図1の状態に組み立てる。このとき、前記一方の架橋部片12aの下面に、図6に示すようにボルト本体5のボール11を当接させる。 Next, the construction procedure of the anchor bolt 1 will be described. First, the bolt body 5, the taper member 7 and the bridging portion 12 (contact portion 8) of FIG. 2 are assembled in the state of FIG. At this time, the ball 11 of the bolt body 5 is brought into contact with the lower surface of the one bridging piece 12a as shown in FIG.
 その組み立て状態のアンカーボルト1の架橋部12を上にした状態(図6の状態)で、各当接部8全体を前記コンクリートの壁面2の孔3内に差し込む(図7の状態)。その後、前記架橋部12にボール11が当接しているボルト本体5を、例えば手で回したときには、ボルト本体5が架橋部12との当接箇所(ボール11)を軸に回転し、それに伴ってテーパー部材7がねじ作用で図7の実線図の位置から、例えば図7の二点鎖線図の位置まで下降する(孔3の開口側に移動する)。 With the assembled bridging portion 12 of the anchor bolt 1 in the assembled state (the state shown in FIG. 6), the entire contact portion 8 is inserted into the hole 3 of the concrete wall 2 (the state shown in FIG. 7). Thereafter, when the bolt main body 5 in which the ball 11 is in contact with the bridging portion 12 is rotated by hand, for example, the bolt main body 5 rotates about the abutting portion (ball 11) with the bridging portion 12, and accompanying this, Then, the taper member 7 is lowered from the position shown by the solid line in FIG. 7 to the position shown by the two-dot chain line in FIG. 7 by the screw action (moves to the opening side of the hole 3).
 すると、テーパー部材7の各傾斜面14が各当接部8の当接面15をそれぞれ外方(前記孔3の内周面18側)へ押し、それによって各当接部8の外周面17が前記孔3の内周面18に面圧接し(すなわち、各当接部8の外周面17が孔3の内周面18に面接触した状態で押し付けられる。)、各当接部8の外周面17と前記孔3の内周面18との面どうしの摩擦によってアンカーボルト1が前記孔3に保持される。 Then, each inclined surface 14 of the taper member 7 pushes the contact surface 15 of each contact portion 8 outward (on the inner peripheral surface 18 side of the hole 3), and thereby the outer peripheral surface 17 of each contact portion 8. Is pressed against the inner peripheral surface 18 of the hole 3 (that is, pressed in a state where the outer peripheral surface 17 of each contact portion 8 is in surface contact with the inner peripheral surface 18 of the hole 3). The anchor bolt 1 is held in the hole 3 by friction between the outer peripheral surface 17 and the inner peripheral surface 18 of the hole 3.
 その保持状態のアンカーボルト1を孔3に固定するには、当該保持状態のアンカーボルト1のボルト本体5に、例えば図8に示すように、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28を装着し、そのブラケット28の下側にナット29を螺合する(図8の状態)。 In order to fix the anchor bolt 1 in the holding state to the hole 3, as shown in FIG. 8, for example, equipment equipment and piping (not shown) are fixed to the bolt body 5 of the anchor bolt 1 in the holding state. A bracket 28 is mounted, and a nut 29 is screwed onto the lower side of the bracket 28 (state shown in FIG. 8).
 そして、スパナ(レンチ)などでナット29を回して当該ナット29を、ブラケット28を介して孔3の下縁周辺に押し付ける。さらにナット29を回すことで、そのナット29によってボルト本体5が下方へ引っ張られ、ボルト本体5およびテーパー部材7がさらに下降する。そのテーパー部材7の各傾斜面14によって各当接部8の当接面15が孔3の内周面18側へさらに押され、各当接部8の外周面17が孔3の内周面18により強く面圧接する。それによってアンカーボルト1が孔3に確りと固定される。なお、ブラケット28に代えて座金をナット29の上側に装着してもよい。その場合、前記ボルト本体5の下端(基端:図1では右側)側に、設備機器や配管などが固定される。 Then, the nut 29 is turned with a spanner (wrench) or the like, and the nut 29 is pressed around the lower edge of the hole 3 through the bracket 28. When the nut 29 is further turned, the bolt body 5 is pulled downward by the nut 29, and the bolt body 5 and the taper member 7 are further lowered. The contact surface 15 of each contact portion 8 is further pushed toward the inner peripheral surface 18 side of the hole 3 by each inclined surface 14 of the taper member 7, and the outer peripheral surface 17 of each contact portion 8 is the inner peripheral surface of the hole 3. 18 is pressed against the surface more strongly. As a result, the anchor bolt 1 is securely fixed to the hole 3. A washer may be mounted on the upper side of the nut 29 instead of the bracket 28. In that case, equipment and piping are fixed to the lower end (base end: right side in FIG. 1) side of the bolt body 5.
 工具などによってボルト本体5を強い力で回すことができる場合には、前記ナット29をボルト本体5に螺合しなくても、ボルト本体5を工具などで回すだけで、アンカーボルト1を孔3に確りと固定することができる。 When the bolt body 5 can be turned with a strong force by a tool or the like, the anchor bolt 1 can be inserted into the hole 3 only by turning the bolt body 5 with a tool or the like without screwing the nut 29 into the bolt body 5. Can be securely fixed.
 その孔3に固定されたアンカーボルト1のボルト本体5が、ボルト本体5の下端に固定した設備機器などの重量によってボルト本体5が下方に引っ張られても、それに伴ってテーパー部材7が各当接部8の当接面15をそれぞれ一層強く押すので、各当接部8の外周面17が孔3の内周面18に一層強く面圧接される。それによって、アンカーボルト1が孔3から抜け出ることをより確実に防止することができる。 Even if the bolt main body 5 of the anchor bolt 1 fixed to the hole 3 is pulled downward by the weight of equipment or the like fixed to the lower end of the bolt main body 5, the taper member 7 is applied to each of the bolt members 5 accordingly. Since each of the contact surfaces 15 of the contact portion 8 is pressed more strongly, the outer peripheral surface 17 of each contact portion 8 is more strongly pressed against the inner peripheral surface 18 of the hole 3. Thereby, it is possible to more reliably prevent the anchor bolt 1 from coming out of the hole 3.
 なお、当接部8が前記孔3の内周面18に面圧接したときには、各当接部8の前記溝20の上下の縁が前記孔3の内周面18に食い込み、それによってアンカーボルト1が前記孔3から抜け落ちることがより一層防がれる。 When the contact portion 8 is in pressure contact with the inner peripheral surface 18 of the hole 3, the upper and lower edges of the groove 20 of each contact portion 8 bite into the inner peripheral surface 18 of the hole 3, thereby anchor bolts. 1 is further prevented from falling out of the hole 3.
 次に、本発明のアンカーボルト1の第2実施例を図9および図10に基づいて説明する。第2実施例では、架橋部12の各架橋部片12a・12bは、第1実施例と同様に弾性変形可能になっていて、当接部8・8が水平方向へ揺動できるようになっている。 Next, a second embodiment of the anchor bolt 1 according to the present invention will be described with reference to FIGS. In the second embodiment, each of the bridging portion pieces 12a and 12b of the bridging portion 12 can be elastically deformed as in the first embodiment, and the abutting portions 8 and 8 can swing in the horizontal direction. ing.
 アンカーボルト1の各当接部8は、図9に示すように、アンカーボルト1を前記孔3に挿入する前の自由状態(図9の状態)で、その自由端(図9では下端)側に向かうに従ってボルト本体5から離れていて、各当接部8の下端(自由端)では、ボルト本体5の中心軸から当該当接部8の下端までの距離L4が前記孔3の半径寸法L5よりも大きくなっている。 As shown in FIG. 9, each abutting portion 8 of the anchor bolt 1 is in a free state (the state shown in FIG. 9) before the anchor bolt 1 is inserted into the hole 3. The distance L4 from the center axis of the bolt body 5 to the lower end of the contact portion 8 is the radial dimension L5 of the hole 3 at the lower end (free end) of each contact portion 8. Is bigger than.
 これにより、架橋部12を上にした状態でアンカーボルト1を前記孔3へ挿入すると(図10の状態)、各当接部8が前記孔3の内周面18で規制されてボルト本体5側へ近づく。その際の復元力によって各当接部8が前記孔3の内周面18に押し付けられ、それによって当接部8が前記孔3に保持される。その他の構成は、第1実施例と同様であるので説明を省略する。 Thus, when the anchor bolt 1 is inserted into the hole 3 with the bridging portion 12 facing upward (state of FIG. 10), each contact portion 8 is regulated by the inner peripheral surface 18 of the hole 3 and the bolt body 5 Approach the side. Each contact portion 8 is pressed against the inner peripheral surface 18 of the hole 3 by the restoring force at that time, whereby the contact portion 8 is held in the hole 3. Since other configurations are the same as those of the first embodiment, the description thereof is omitted.
 このように、第2実施例では、アンカーボルト1を前記孔3へ挿入したときには、当接部8が孔3に保持されて前記孔3から抜け落ちることが防がれるので、ボルト本体5を回す際に、抜け落ち防止のために当接部8を支えなくても済み、その分だけアンカーボルト1の設置作業の効率が向上する。 Thus, in the second embodiment, when the anchor bolt 1 is inserted into the hole 3, the abutting portion 8 is held by the hole 3 and is prevented from falling out of the hole 3, so the bolt body 5 is turned. At this time, it is not necessary to support the contact portion 8 in order to prevent the dropout, and the efficiency of the installation work of the anchor bolt 1 is improved accordingly.
 次に、本発明のアンカーボルト1の第3実施例を図11ないし図13に基づいて説明する。第3実施例では、架橋部12を、四個の分割架橋部片12c・12d・12e・12fに分割していて、分割架橋部片12c・12d・12e・12f毎に一個の当接部8を連結している。つまり、架橋部12は当接部8毎に分割していて、その分割した各分割架橋部片12c・12d・12e・12fは、当接部8がボルト本体5の中心軸から離れる方向に移動可能に連結されている。 Next, a third embodiment of the anchor bolt 1 according to the present invention will be described with reference to FIGS. In the third embodiment, the bridging portion 12 is divided into four divided bridging portion pieces 12c, 12d, 12e, and 12f, and one abutment portion 8 for each of the divided bridging portion pieces 12c, 12d, 12e, and 12f. Are connected. That is, the bridging portion 12 is divided for each abutting portion 8, and each divided bridging portion 12 c, 12 d, 12 e, 12 f moves in a direction in which the abutting portion 8 moves away from the central axis of the bolt body 5. Connected as possible.
 詳しくは、図11に示すように、前記分割架橋部片12c・12d・12e・12fのうち、第1の分割架橋部片12cに連結している当接部8と第2の分割架橋部片12dに連結している当接部8とが対向位置になっており、第3の分割架橋部片12eに連結している当接部8と第4の分割架橋部片12fに連結している当接部8とが対向位置になっている。 In detail, as shown in FIG. 11, the contact part 8 and the 2nd division | segmentation bridge | crosslinking part piece which are connected to the 1st division | segmentation bridge | crosslinking part piece 12c among the said division | segmentation bridge | crosslinking part pieces 12c * 12d * 12e * 12f The contact portion 8 connected to 12d is in an opposing position, and is connected to the contact portion 8 connected to the third divided bridge portion 12e and the fourth divided bridge portion 12f. The abutting portion 8 is at the facing position.
 前記第1の分割架橋部片12cおよび第3の分割架橋部片12eには、それぞれ当接部8の対向方向に延びる長孔22・24をそれぞれ設けており、第2の分割架橋部片12dおよび第4の分割架橋部片12fには、丸孔23・25をそれぞれ設けている。これらの長孔22・24および丸孔23・25に、図12および図13に示すように、ピン(リベット)26を貫通(遊貫)させて、分割架橋部片12c・12d・12e・12fを分離不可能に連結することで、第1の分割架橋部片12cと第2の分割架橋部片12dと、および第3の分割架橋部片12eと第4の分割架橋部片12fとがそれぞれ対向方向へ相対移動可能になっている。 The first divided bridge portion 12c and the third divided bridge portion 12e are respectively provided with elongated holes 22 and 24 extending in the opposing direction of the contact portion 8, and the second divided bridge portion 12d. The fourth divided bridge part 12f is provided with round holes 23 and 25, respectively. As shown in FIGS. 12 and 13, a pin (rivet) 26 is made to penetrate through these long holes 22 and 24 and round holes 23 and 25, so that the divided bridging pieces 12c, 12d, 12e, and 12f are formed. Are connected inseparably, so that the first divided bridge part 12c and the second divided bridge part 12d, and the third divided bridge part 12e and the fourth divided bridge part 12f are respectively Relative movement is possible in the opposite direction.
 これにより、各当接部8がボルト本体5の中心軸から離れる方向に移動可能、すなわち各当接部8が水平方向へ相対移動可能に構成される。なお、各当接部8がボルト本体5の中心軸側へ近づく方向にも移動可能であってもよい。その他の構成は、第1実施例と同様であるので説明を省略する。 Thereby, each contact portion 8 is configured to be movable in a direction away from the central axis of the bolt body 5, that is, each contact portion 8 is configured to be relatively movable in the horizontal direction. In addition, each contact part 8 may be movable also in the direction approaching the central axis side of the bolt main body 5. Since other configurations are the same as those of the first embodiment, the description thereof is omitted.
 このように、第3実施例では、各分割架橋部片12c・12d・12e・12fがそれぞれ水平方向へ相対移動可能であるので、テーパー部材7の下降に伴って各当接部8が、分割架橋部片12c・12d・12e・12fの復元力に邪魔されることなく、水平方向に自由に広がることができる。その分だけ各当接部8を前記孔3の内周面18に確りと圧接させることができる。 As described above, in the third embodiment, each of the divided bridge portions 12c, 12d, 12e, and 12f is relatively movable in the horizontal direction, so that each contact portion 8 is divided as the taper member 7 is lowered. It can spread freely in the horizontal direction without being disturbed by the restoring force of the bridging pieces 12c, 12d, 12e, and 12f. Accordingly, each contact portion 8 can be securely brought into pressure contact with the inner peripheral surface 18 of the hole 3.
 次に、本発明のアンカーボルト1の第4実施例を図14ないし図16に基づいて説明する。前記の第1実施例では、架橋部12を二個の架橋部片12a・12bで構成して、各架橋部片12a・12bの両端に当接部8をそれぞれ連結したが、第4実施例では、一個の架橋部12に三個の当接部8を連結している。 Next, a fourth embodiment of the anchor bolt 1 according to the present invention will be described with reference to FIGS. In the first embodiment, the bridging portion 12 is composed of two bridging portion pieces 12a and 12b, and the contact portions 8 are connected to both ends of the bridging portion pieces 12a and 12b. Then, three contact portions 8 are connected to one bridging portion 12.
 詳しく説明すると、第4実施例の架橋部12は、図14および図15に示すように、三つ又形状に形成しており、その架橋部12の三個の各端部に当接部8をそれぞれ連結している。テーパー部材7は、前記当接部8の配置に合わせて、図16に示すように、周方向に等間隔で三つの傾斜面14を形成しており、テーパー部材7の三つの各傾斜面14に、三個の各当接部8の当接面15がそれぞれ当接する。その他の構成は、第1実施例と同様であるので説明を省略する。 More specifically, as shown in FIGS. 14 and 15, the bridging portion 12 of the fourth embodiment is formed in a trifurcated shape, and the abutting portions 8 are respectively provided at the three end portions of the bridging portion 12. It is connected. As shown in FIG. 16, the tapered member 7 forms three inclined surfaces 14 at equal intervals in the circumferential direction in accordance with the arrangement of the contact portions 8, and the three inclined surfaces 14 of the tapered member 7. Further, the contact surfaces 15 of the three contact portions 8 contact each other. Since other configurations are the same as those of the first embodiment, the description thereof is omitted.
 このように、本発明は、第4実施例に示すように当接部8を三個配置するものであってもよいが、五個以上配置するものであってもよい。つまり、本発明は、当接部8を三個以上有するものが該当する。この場合、当接部8の配置数に合わせてテーパー部材7の傾斜面14を形成することになる。また、架橋部12は、必ずしも複数の架橋部片で構成する必要はなく、第4実施例のように一個で構成してもよい。 Thus, in the present invention, three contact portions 8 may be arranged as shown in the fourth embodiment, but five or more may be arranged. That is, the present invention corresponds to one having three or more contact portions 8. In this case, the inclined surface 14 of the taper member 7 is formed according to the number of arrangement of the contact portions 8. Moreover, the bridge | crosslinking part 12 does not necessarily need to be comprised with a some bridge | crosslinking part piece, and may be comprised by one like 4th Example.
 1 アンカーボルト
 2 壁面
 3 孔
 4 雄ねじ
 5 ボルト本体
 6 雌ねじ
 7 テーパー部材
 8 当接部
 9 テーパー部材の周側面
 11 ボール
 12 架橋部
 12a 一方の架橋部片
 12b 他方の架橋部片
 12c 第1の分割架橋部片
 12d 第2の分割架橋部片
 12e 第3の分割架橋部片
 12f 第4の分割架橋部片
 14 テーパー部材の傾斜面
 15 当接部の当接面
 17 当接部の外周面
 18 孔の内周面
 L4 当接部の自由端側でのボルト本体の中心軸からの距離
 L5 孔の半径寸法
DESCRIPTION OF SYMBOLS 1 Anchor bolt 2 Wall surface 3 Hole 4 Male screw 5 Bolt main body 6 Female screw 7 Taper member 8 Contact part 9 Peripheral side surface of a taper member 11 Ball | bowl 12 Bridge | crosslinking part 12a One bridge | crosslinking part piece 12b The other bridge | crosslinking part piece 12c 1st division | segmentation bridge | crosslinking Part 12d Second divided bridge part 12e Third divided bridge part 12f Fourth divided bridge part 14 Inclined surface of the taper member 15 Contact surface of the contact part 17 Outer surface of the contact part 18 Inner circumferential surface L4 Distance from the center axis of the bolt body on the free end side of the contact part L5 Radial dimension of the hole

Claims (7)

  1.  壁面(2)に設けた孔(3)に固定するアンカーボルト(1)であって、
     円柱面状の外周面に雄ねじ(4)を形成しているボルト本体(5)と、そのボルト本体(5)の雄ねじ(4)に螺合する雌ねじ(6)を貫通状に形成しているテーパー部材(7)と、そのテーパー部材(7)に外嵌する当接部(8)とを有しており、
     前記各当接部(8)の外周面(17)は、円柱面状になっていて前記孔(3)の内周面(18)に面接触可能になっており、
     前記各当接部(8)の上端部を架橋部(12)に連結しており、
     前記テーパー部材(7)の周側面(9)には、前記各当接部(8)の内側に形成している平面形状の当接面(15)がそれぞれ当接する平面形状の傾斜面(14)を形成しており、
     前記各当接部(8)の当接面(15)と、前記テーパー部材(7)の各傾斜面(14)とは、それぞれ前記ボルト本体(5)の基端側に向かうに従って前記ボルト本体(5)の中心軸に近づくように傾斜しており、
     前記各当接部(8)全体を前記孔(3)内に差し込んで、前記テーパー部材(7)がねじ作用で前記孔(3)の開口側に移動することで、そのテーパー部材(7)の各傾斜面(14)が前記各当接部(8)の当接面(15)をそれぞれ前記孔(3)の内周面(18)側へ押し、
     少なくとも一個の前記当接部(8)は、前記アンカーボルト(1)を前記孔(3)に挿入する前の自由状態で、その自由端側に向かうに従って前記ボルト本体(5)から離れていて、当該当接部(8)の自由端では、前記ボルト本体(5)の中心軸からの距離(L4)が前記孔(3)の半径寸法(L5)よりも大きくなっており、
     前記アンカーボルト(1)を前記架橋部(12)側から前記孔(3)へ挿入すると、前記自由端側に向かうに従ってボルト本体(5)から離れている前記当接部(8)が、前記孔(3)の内周面(18)で規制されて前記ボルト本体(5)側へ近づき、その際の復元力によって前記各当接部(8)が前記孔(3)の内周面(18)に押し付けられることを特徴とするアンカーボルト。
    An anchor bolt (1) fixed to a hole (3) provided in a wall surface (2),
    A bolt body (5) in which a male thread (4) is formed on a cylindrical outer peripheral surface, and a female thread (6) screwed into the male thread (4) of the bolt body (5) are formed in a penetrating manner. A taper member (7), and an abutting portion (8) fitted on the taper member (7).
    The outer peripheral surface (17) of each contact portion (8) has a cylindrical surface shape, and can come into surface contact with the inner peripheral surface (18) of the hole (3).
    The upper end of each contact portion (8) is connected to the bridging portion (12),
    On the peripheral side surface (9) of the taper member (7), a flat inclined surface (14) with which a flat contact surface (15) formed inside each contact portion (8) contacts. )
    The contact surface (15) of each contact portion (8) and each inclined surface (14) of the taper member (7) are respectively directed toward the base end side of the bolt body (5). It is inclined to approach the central axis of (5),
    The entire contact portion (8) is inserted into the hole (3), and the taper member (7) is moved to the opening side of the hole (3) by a screw action, whereby the taper member (7). Each of the inclined surfaces (14) pushes the contact surface (15) of each contact portion (8) toward the inner peripheral surface (18) of the hole (3),
    At least one said contact part (8) is separated from the said bolt main body (5) toward the free end side in the free state before inserting the said anchor bolt (1) in the said hole (3). The distance (L4) from the central axis of the bolt body (5) is larger than the radial dimension (L5) of the hole (3) at the free end of the contact portion (8).
    When the anchor bolt (1) is inserted into the hole (3) from the bridging portion (12) side, the contact portion (8) that is separated from the bolt body (5) toward the free end side is It is regulated by the inner peripheral surface (18) of the hole (3) and approaches the bolt main body (5) side, and the respective contact portions (8) are brought into contact with the inner peripheral surface of the hole (3) by the restoring force at that time. An anchor bolt which is pressed against 18).
  2.  前記テーパー部材(7)は、前記傾斜面(14)を前記周側面(9)の四方に形成しており、
     それらの傾斜面(14)の位置に対応して当接部(8)を配置することで、前記当接部(8)は、二個一対で対向しており、
     前記架橋部(12)は、二個の架橋部片(12a)・(12b)からなり、
     各対の当接部(8)・(8)は、各架橋部片(12a)・(12b)の両端にそれぞれ連結していて、前記各架橋部片(12a)・(12b)は、その中間部どうしを連結していることを特徴とする請求項1に記載のアンカーボルト。
    The taper member (7) has the inclined surface (14) formed on four sides of the peripheral side surface (9),
    By arranging the contact portions (8) corresponding to the positions of the inclined surfaces (14), the contact portions (8) are opposed in pairs.
    The cross-linked part (12) is composed of two cross-linked parts (12a) and (12b),
    Each pair of abutting portions (8) and (8) is connected to both ends of each bridging piece (12a) and (12b), respectively, and each bridging piece (12a) and (12b) The anchor bolt according to claim 1, wherein intermediate portions are connected to each other.
  3.  前記ボルト本体(5)は、その先端にボール(11)を抜け止め状に保持しており、
     そのボール(11)が、前記架橋部(12)に当接することを特徴とする請求項1または2に記載のアンカーボルト。
    The bolt body (5) holds the ball (11) at its tip in a retaining shape,
    The anchor bolt according to claim 1 or 2, wherein the ball (11) abuts on the bridge portion (12).
  4.  前記各当接部(8)の外周面(17)に、その周方向に延びる溝(20)を設けていることを特徴とする請求項1~3のいずれか1項に記載のアンカーボルト。 The anchor bolt according to any one of claims 1 to 3, wherein a groove (20) extending in a circumferential direction is provided on an outer peripheral surface (17) of each contact portion (8).
  5.  前記架橋部(12)は当接部(8)毎に分割していて、その分割した各分割架橋部片(12c)・(12d)・(12e)・(12f)は、当接部(8)が前記ボルト本体(5)の中心軸から離れる方向に移動可能に連結されていることを特徴とする請求項1~4のいずれか1項に記載のアンカーボルト。 The bridging portion (12) is divided for each abutting portion (8), and each divided bridging portion (12c), (12d), (12e), (12f) is divided into the abutting portion (8). The anchor bolt according to any one of claims 1 to 4, wherein the anchor bolt is movably connected in a direction away from a central axis of the bolt body (5).
  6.  壁面(2)に設けた孔(3)に固定するアンカーボルト(1)であって、
     円柱面状の外周面に雄ねじ(4)を形成しているボルト本体(5)と、そのボルト本体(5)の雄ねじ(4)に螺合する雌ねじ(6)を貫通状に形成しているテーパー部材(7)と、そのテーパー部材(7)に外嵌する当接部(8)とを有しており、
     前記各当接部(8)の外周面(17)は、円柱面状になっていて前記孔(3)の内周面(18)に面接触可能になっており、
     前記各当接部(8)の上端部を架橋部(12)に連結しており、
     前記テーパー部材(7)の周側面(9)には、前記各当接部(8)の内側に形成している平面形状の当接面(15)がそれぞれ当接する平面形状の傾斜面(14)を形成しており、
     前記各当接部(8)の当接面(15)と、前記テーパー部材(7)の各傾斜面(14)とは、それぞれ前記ボルト本体(5)の基端側に向かうに従って前記ボルト本体(5)の中心軸に近づくように傾斜しており、
     前記各当接部(8)全体を前記孔(3)内に差し込んで、前記テーパー部材(7)がねじ作用で前記孔(3)の開口側に移動することで、そのテーパー部材(7)の各傾斜面(14)が前記各当接部(8)の当接面(15)をそれぞれ前記孔(3)の内周面(18)側へ押し、
     前記テーパー部材(7)は、前記傾斜面(14)を前記周側面(9)の四方に形成しており、
     それらの傾斜面(14)の位置に対応して当接部(8)を配置することで、前記当接部(8)は、二個一対で対向しており、
     前記架橋部(12)は、二個の架橋部片(12a)・(12b)からなり、
     各対の当接部(8)・(8)は、各架橋部片(12a)・(12b)の両端にそれぞれ連結していて、前記各架橋部片(12a)・(12b)は、その中間部どうしを連結していることを特徴とするアンカーボルト。
    An anchor bolt (1) fixed to a hole (3) provided in a wall surface (2),
    A bolt main body (5) having a male screw (4) formed on a cylindrical outer peripheral surface, and a female screw (6) screwed into the male screw (4) of the bolt main body (5) are formed in a penetrating manner. A taper member (7), and an abutting portion (8) fitted on the taper member (7).
    The outer peripheral surface (17) of each contact portion (8) has a cylindrical surface shape, and can come into surface contact with the inner peripheral surface (18) of the hole (3).
    The upper end of each contact portion (8) is connected to the bridging portion (12),
    On the peripheral side surface (9) of the taper member (7), a flat inclined surface (14) with which a flat contact surface (15) formed inside each contact portion (8) contacts. )
    The contact surface (15) of each contact portion (8) and each inclined surface (14) of the taper member (7) are respectively directed toward the base end side of the bolt body (5). It is inclined to approach the central axis of (5),
    The entire contact portion (8) is inserted into the hole (3), and the taper member (7) is moved to the opening side of the hole (3) by a screw action, whereby the taper member (7). Each of the inclined surfaces (14) pushes the contact surface (15) of each contact portion (8) toward the inner peripheral surface (18) of the hole (3),
    The taper member (7) has the inclined surface (14) formed on four sides of the peripheral side surface (9),
    By arranging the contact portions (8) corresponding to the positions of the inclined surfaces (14), the contact portions (8) are opposed in pairs.
    The cross-linked part (12) is composed of two cross-linked parts (12a) and (12b),
    Each pair of abutting portions (8) and (8) is connected to both ends of each bridging piece (12a) and (12b), respectively, and each bridging piece (12a) and (12b) An anchor bolt characterized by connecting intermediate portions.
  7.  壁面(2)に設けた孔(3)に固定するアンカーボルト(1)であって、
     円柱面状の外周面に雄ねじ(4)を形成しているボルト本体(5)と、そのボルト本体(5)の雄ねじ(4)に螺合する雌ねじ(6)を貫通状に形成しているテーパー部材(7)と、そのテーパー部材(7)に外嵌する当接部(8)とを有しており、
     前記各当接部(8)の外周面(17)は、円柱面状になっていて前記孔(3)の内周面(18)に面接触可能になっており、
     前記各当接部(8)の上端部を架橋部(12)に連結しており、
     前記テーパー部材(7)の周側面(9)には、前記各当接部(8)の内側に形成している平面形状の当接面(15)がそれぞれ当接する平面形状の傾斜面(14)を形成しており、
     前記各当接部(8)の当接面(15)と、前記テーパー部材(7)の各傾斜面(14)とは、それぞれ前記ボルト本体(5)の基端側に向かうに従って前記ボルト本体(5)の中心軸に近づくように傾斜しており、
     前記各当接部(8)全体を前記孔(3)内に差し込んで、前記テーパー部材(7)がねじ作用で前記孔(3)の開口側に移動することで、そのテーパー部材(7)の各傾斜面(14)が前記各当接部(8)の当接面(15)をそれぞれ前記孔(3)の内周面(18)側へ押し、
     前記架橋部(12)は当接部(8)毎に分割していて、その分割した各分割架橋部片(12c)・(12d)・(12e)・(12f)は、当接部(8)が前記ボルト本体(5)の中心軸から離れる方向に移動可能に連結されていることを特徴とするアンカーボルト。
    An anchor bolt (1) fixed to a hole (3) provided in a wall surface (2),
    A bolt main body (5) having a male screw (4) formed on a cylindrical outer peripheral surface, and a female screw (6) screwed into the male screw (4) of the bolt main body (5) are formed in a penetrating manner. A taper member (7), and an abutting portion (8) fitted on the taper member (7).
    The outer peripheral surface (17) of each contact portion (8) has a cylindrical surface shape, and can come into surface contact with the inner peripheral surface (18) of the hole (3).
    The upper end of each contact portion (8) is connected to the bridging portion (12),
    On the peripheral side surface (9) of the taper member (7), a flat inclined surface (14) with which a flat contact surface (15) formed inside each contact portion (8) contacts. )
    The contact surface (15) of each contact portion (8) and each inclined surface (14) of the taper member (7) are respectively directed toward the base end side of the bolt body (5). It is inclined to approach the central axis of (5),
    The entire contact portion (8) is inserted into the hole (3), and the taper member (7) is moved to the opening side of the hole (3) by a screw action, whereby the taper member (7). Each of the inclined surfaces (14) pushes the contact surface (15) of each contact portion (8) toward the inner peripheral surface (18) of the hole (3),
    The bridging portion (12) is divided for each abutting portion (8), and each divided bridging portion (12c), (12d), (12e), (12f) is divided into the abutting portion (8). ) Are movably coupled in a direction away from the central axis of the bolt body (5).
PCT/JP2014/051553 2013-02-01 2014-01-24 Anchor bolt WO2014119488A1 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109989975A (en) * 2019-03-28 2019-07-09 王萍 It is a kind of for being mounted on the expansion swivel nut of construction wall
CN111042365A (en) * 2019-12-02 2020-04-21 江苏省建筑工程集团有限公司 Mounting structure of sound absorbing wall

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2787931A (en) * 1953-05-29 1957-04-09 Republic Steel Corp Mine roof bolts with multiple piece shell having u-shaped spring holding means
JPS4834424A (en) * 1971-09-06 1973-05-18
JPS4915366U (en) * 1972-05-16 1974-02-08
CA1039986A (en) * 1976-06-21 1978-10-10 Donald B. Haslam Rock bolt assembly

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4834424Y1 (en) * 1970-11-19 1973-10-18

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2787931A (en) * 1953-05-29 1957-04-09 Republic Steel Corp Mine roof bolts with multiple piece shell having u-shaped spring holding means
JPS4834424A (en) * 1971-09-06 1973-05-18
JPS4915366U (en) * 1972-05-16 1974-02-08
CA1039986A (en) * 1976-06-21 1978-10-10 Donald B. Haslam Rock bolt assembly

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109989975A (en) * 2019-03-28 2019-07-09 王萍 It is a kind of for being mounted on the expansion swivel nut of construction wall
CN109989975B (en) * 2019-03-28 2020-07-07 广东珠江工程总承包有限公司 Expansion screw sleeve for being installed on building wall
CN111042365A (en) * 2019-12-02 2020-04-21 江苏省建筑工程集团有限公司 Mounting structure of sound absorbing wall

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JPWO2014119488A1 (en) 2017-01-26

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