JP4558035B2 - Bolt temporary fixing nut, and bolt temporary fixing method using the bolt temporary fixing nut - Google Patents

Description

  The present invention relates to a bolt temporary fixing nut used to temporarily fix a bolt used to fasten an overlapping portion of steel plates to a bolt hole of a required steel plate, and a bolt temporarily using the bolt temporary fixing nut. It relates to the fixing method.

  In recent years, as a floor slab for constituting a bridge, the formwork forming the lower surface of the concrete layer of the floor slab is used as a panel-shaped bottom steel plate, and concrete is directly placed inside the bottom steel plate, thereby Synthetic floor slabs of the type in which steel plates and concrete layers are joined together have come to be used.

  In order to construct this type of composite floor slab, first, after arranging the bottom steel plates in the radial direction on the main girder, it is necessary to connect the adjacent bottom steel plates.

  When connecting the adjacent bottom steel plates, normally, as shown in FIG. 7, the bottom steel plates are arranged in a state in which the contact plate 2 is placed on the upper side of the butt ends of the adjacent bottom steel plates 1. Bolts (high-strength bolts) 5 are inserted from the lower surface side of the bottom steel plate 1 into the bolt holes 3 and 4 drilled in the overlapping portion of 1 and the attachment plate 2. After that, the washer 7 is fitted to the tip of the bolt 5 protruding above the attachment plate 2 and then the nut 6 is screwed and tightened so that each of the bottoms as the overlapping portion of the steel plates is secured. The overlapping portions of the steel plate 1 and the splicing plate 2 are joined by bolts 5 so that the butt ends of the adjacent bottom steel plates 1 are connected to each other by friction joining via the splicing plate 2. It is.

  When the overlapping portion of the bottom steel plate 1 and the attachment plate 2 is joined using the bolt 5 as described above, the bolt 5 inserted through the bolt holes 3 and 4 from the lower surface side of the bottom steel plate 1 is dropped. It was necessary to screw and tighten the nut 6 from the upper side of the attachment plate 2 while being held so as not to fall.

  Therefore, as a technique for eliminating the work from the lower surface side of the bottom steel plate at the construction site of the bottom steel plate 1 of the composite floor slab, a bolt previously inserted from below into the bolt hole 3 of the bottom steel plate 1 It has been considered that 5 is held in the bolt hole 3 portion through a required jig so as not to fall off.

  FIGS. 8A, 8B and 8C show a conventionally proposed hook ring 8 as an example of a jig for holding the bolt 5 in the bolt hole 3 of the bottom steel plate 1 so as not to fall off. .

  The hook ring 8 has a slightly larger outer diameter than the bolt hole 3 formed in the bottom steel plate 1 and has a length dimension (height dimension) in the axial direction of the attachment plate 2. A female screw portion (not shown) for screwing onto the screw portion (shaft portion) 5a of the bolt 5 is provided on the inner peripheral surface of a ring-shaped member having a dimension smaller than the plate thickness. Thus, as shown in FIG. 8 (a), after the bolts 5 are respectively inserted from below into the bolt holes 3 provided at the butt end portions of the adjacent bottom steel plates 1, the bolts 5a of the respective bolts 5 are inserted into the screw portions 5a. The hook ring 8 is fitted by screw connection from above, and the hook ring 8 is applied around the bolt hole 3 of each bottom steel plate 1 so that the bolt 5 in the bottom steel plate 1 is bolted in advance. Can be held in a state in which the fall is prevented.

  Therefore, thereafter, as shown in FIG. 8 (b), an attachment plate in which a bolt hole 4 having a size through which the hook ring 8 can pass is formed above the butt end portion of each bottom steel plate 1. 2 is placed from above so that the bolt 5 held in the bolt hole 3 of each bottom steel plate 1 is inserted into the bolt hole 4, and then the bolt 5 is placed as shown in FIG. In addition, by fitting the nut 6 from above through the washer 7 and tightening from above the attachment plate 2, the joining operation of the attachment plate 2 to each bottom steel plate 1, that is, the above-described operation via the attachment plate 2 is performed. The connection work of the bottom steel plates 1 can be performed only from the top side of the bottom steel plate 1 (see, for example, Patent Document 1).

  By the way, as a rust prevention treatment on the lower surface side of the bottom steel plate 1 which is the back surface of the composite floor slab as shown in FIG. 7, zinc spraying was originally considered, but in recent years, on the lower surface side of the bottom steel plate 1. In many cases, the entire surface is painted.

  Therefore, in order to make it unnecessary to perform the painting work from the lower surface side of the bottom steel plate 1 at the construction site of the bottom steel plate 1, the applicant assigns a bolt to the bolt hole 3 of the bottom steel plate 1 in a factory or the like. It is considered that the preliminary coating is performed over the entire lower surface of the bottom steel plate 1 including the heads of the bolts 5 with the 5 inserted and held.

  In addition, as one of the methods for joining the bottom steel plates of the girder blocks constituting the composite floor slabs or the bottom steel plates of the steel plate panels constituting the composite floor slabs, FIG. 9 (a) (b) (c) ), A step of inserting the high strength bolt (bolt) 5 into the bolt hole 3 of the bottom steel plate 1 from the lower surface side and fixing the high strength bolt 5 with the primary nut 9 and the high strength bolt 5 is fixed. A process of coating the lower surface side of the bottom steel plate 1, a process of installing a filler plate 10 having an opening 11 in which the primary nut 9 fits on the bottom steel plate 1, and a bottom steel plate 1 adjacent from above each filler plate 10. Conventionally, a joining method of bottom steel plates has been proposed which includes a step of arranging the splicing plate 2 between them and a step of tightening with the secondary nut 12 from the upper surface side of the splicing plate 2 (for example, Patent Document 2). reference).

JP 2004-176909 A JP 2006-207116 A

  However, the hook ring 8 shown in the above-mentioned Patent Document 1 is fitted into the threaded portion 5a of the bolt 5 inserted from below into the bolt hole 3 of the bottom steel plate 1 by screw connection, and the bolt hole 3 of the bottom steel plate 1 is formed. Since it is intended to be applied to the periphery, during the operation of screwing the hook ring 8 over the entire length of the portion protruding on the bottom steel plate 1 in the screw portion 5a of the bolt 5, Since it is necessary to keep the head 5b of the bolt 5 on the lower surface side of the bottom steel plate 1 so as not to rotate together, the work time for performing the up and down operations simultaneously with the bottom steel plate 1 sandwiched is long, requiring manpower and time. There is a problem.

  Further, the hook ring 8 which is adapted to be fitted to the screw portion 5a of the bolt 5 by screw connection is only at the outer peripheral edge portion of the lower end surface thereof, and the upper end portion of the bolt hole 3 on the upper surface of the bottom steel plate 1. Since it comes in contact with the periphery, the contact area between the lower surface of the hook ring 8 and the upper surface of the bottom steel plate 1 is limited to be small. Therefore, when it is difficult to increase the frictional force between the bottom steel plate 1 and the hook ring 8, the nut 6 is screwed onto the bolt 5 held in the bolt hole 3 of the bottom steel plate 1 and tightened. In fact, there is a concern that the bolt 5 may be co-rotated.

  Therefore, even if the bolt 5 is held in the bolt hole 3 of the bottom steel plate 1 in the factory or the like in a state in which the hook 5 is used to prevent the bolt 5 from falling off, the nut 6 is fastened to the bolt 5. If the rotation of the bolt 5 occurs at this time, the coating film may be cracked or peeled off, so that it precedes the entire lower surface of the bottom steel plate 1 including the head of the bolt 5. It was difficult to paint.

  Further, the center of the bolt hole 3 of the bottom steel plate 1 and the bolt 5 are fitted in the threaded portion 5a of the bolt 5 inserted from below into the bolt hole 3 of the bottom steel plate 1 by screw connection. Further, there is a concern that the center of the hook ring 8 may be deviated, and that the hook ring 8 is easily loosened due to vibration during transportation of the bottom steel plate 1. Moreover, since the degree of adhesion between the hook ring 8 and the peripheral edge of the bolt hole 3 of the bottom steel plate 1 with which the hook ring 8 contacts is low and airtight, the hook ring 8 is inserted into the bolt hole 3 of the bottom steel plate 1. In the state where the bolt 5 is held, if there is a period until the bottom steel plate 1 is erected, the bottom steel plate 1 is positioned inside the bolt hole 3 of the bottom steel plate 1 in the threaded portion 5a of the bolt 5 due to moisture intrusion or the like. There is also a concern that rust may occur in the part.

  On the other hand, in Patent Document 2, the high strength bolt 5 is fixed after the high strength bolt 5 is inserted into the bolt hole 3 of the bottom steel plate 1 from the lower surface side and the high strength bolt 5 is fixed by the primary nut 9. The idea of painting the bottom surface of the bottom steel plate 1 is shown.

  However, in the method shown in Patent Document 2, the primary nut 9 used for fixing the high strength bolt 5 to the bolt hole 3 of the bottom steel plate 1 has the same planar shape as an ordinary nut and a thickness of 4 mm. By doing so, it is said that the tightening operation for the high-strength bolt 5 can be efficiently performed using a mechanical drive tool such as a general-purpose impact wrench. While the primary nut 9 is tightened over the entire length of the portion of the threaded portion of the high-strength bolt 5 inserted through the upper surface of the bottom steel plate 1, the high strength bolt is applied to the lower surface of the bottom steel plate 1. Since it is necessary to keep holding the head of the bolt 5 so as not to rotate together, there is a problem that work time for performing the up and down work simultaneously with the bottom steel plate 1 is long, requiring manpower and time.

  In addition, since the primary nut 9 has the same planar shape as that of a normal nut, in the method shown in Patent Document 2, when the attachment plate 2 is placed on the bottom steel plate 1, the bottom steel plate 1 A filler plate 10 having a thickness larger than that of the primary nut 9 must be interposed between the contact plate 2 and the contact plate 2. Moreover, since it is necessary to provide the filler plate 10 with a large opening 11 for accommodating the primary nut 9 having the same planar shape as that of the normal nut in a portion through which the high-strength bolt 5 is inserted, the bottom steel plate 1 After the filler plate 10 and the attachment plate 2 are placed in this order, the secondary nut 12 is tightened from the upper side of the attachment plate 2 to the bolt 5 fixed in advance to the bottom steel plate 1. A portion where the axial force is transmitted between the bottom steel plate 1 and the attachment plate 2 is limited around the large opening 11 of the filler plate 10. For this reason, there is a concern that there may be a problem in friction joining between the bottom steel plate 1 and the attachment plate 2.

  Furthermore, also in the technique shown in Patent Document 2, when the high-strength bolt 5 inserted into the bolt hole 3 of the bottom steel plate 1 is fixed using the primary nut 9, the bolt hole 3 of the bottom steel plate 1 is fixed. There is a possibility that the center and the center of the high-strength bolt 5 are shifted. Moreover, since the primary nut 9 is made of the same material as that of the normal nut, the lower surface of the primary nut 9 is brought to the peripheral portion of the bolt hole 3 of the bottom steel plate 1 by tightening the primary nut 9 against the high-strength bolt 5. Even if it is pressed, the airtightness is not necessarily high. Therefore, when the high-strength bolt 5 is held in the bolt hole 3 of the bottom steel plate 1 using the primary nut 9 and there is a period until the bottom steel plate 1 is erected, the high-strength bolt is caused by water intrusion or the like. There is also a concern that rusting may occur at a portion located inside the bolt hole 3 of the bottom steel plate 1 in the threaded portion 5.

  Therefore, the present invention can temporarily fix the bolt used for joining the overlapping portions of the steel plates to the bolt hole of a required steel plate through which the bolt is first inserted, and the above-mentioned required when temporarily fixing the bolt. The work time required for simultaneous work on both sides of the steel sheet can be shortened, the work efficiency can be increased, and the overlapping part of the steel sheets can be firmly joined without the need for a filler plate, and In order to join the overlapped portions of the steel plates, it is possible to prevent the possibility that the bolts may rotate together even when the nuts are finally tightened to the bolts for joining the overlapped portions of the steel plates. Bolt temporary fixing nut capable of pre-coating the head of the bolt used together with the steel plate surface around the bolt head, and a bolt temporary fixing method using the bolt temporary fixing nut It is intended to provide.

In order to solve the above-mentioned problems, the present invention corresponds to claim 1 and includes a bolt for inserting a plurality of steel plates and joining the plurality of steel plates to a bolt hole of a predetermined steel plate. In the bolt temporary fixing nut for temporary fixing, the bolt hole of the predetermined steel plate is larger in diameter than the bolt hole of the predetermined steel plate and than the bolt hole of another steel plate for joining the overlapping portion with the predetermined steel plate by the bolt and the nut. Provided on one end side in the axial direction of the cylindrical portion having a small diameter is a tapered portion whose outer diameter is gradually reduced toward one axial end portion having a diameter smaller than the bolt hole of the predetermined steel plate, and the inner peripheral surface no screws for cover the Rutotomoni provided a female screw portion, the inner peripheral surface of the tapered portion of the axial direction end portion, the outer periphery of the region or incomplete screw portion screw is not engraved in the neck lower part of the bolt Bo having provided comprising constituting parts The door temporary fixing nut.

Further, in accordance with claim 2, in a bolt temporary fixing nut for temporarily fixing a bolt for joining a plurality of steel plates by being inserted into the overlapping portion of the plurality of steel plates to a bolt hole of a predetermined steel plate The outer diameter gradually increases toward one end in the axial direction of the cylindrical portion having a larger diameter than the bolt hole of the predetermined steel plate, toward one end in the axial direction having a smaller diameter than the bolt hole of the predetermined steel plate. the smaller tapered portion, the inclination angle of the inclination angle with respect to the axial direction of the tapered surface of the inclination angle is different from the two tapered surfaces and the cylindrical portion side with respect to the axial direction of the tapered surface in the axial direction one end side with respect to the axial direction And a temporary bolt fixing nut having a configuration in which a female thread portion is provided on the inner peripheral surface .

  Furthermore, in the said structure, it is set as the structure which the outer diameter of the boundary part of two taper surfaces in a taper part becomes a required dimension large diameter rather than the bolt hole of a predetermined steel plate.

  Furthermore, in each of the above-described configurations, a threadless portion is provided on the inner peripheral surface of the tapered portion at one end in the axial direction.

  The temporary bolt fixing nut having the above-described configuration is made of a resin that can be elastically deformed.

  Further, in the above configuration, the internal thread portion is configured to have a thread having a shape in which the tip portion is cut.

  Furthermore, in each said structure, it is set as the structure which provided the cap attachment part in which an outer diameter dimension becomes a required dimension thinner than the outer diameter of the said cylindrical part in the axial direction other end part of a cylindrical part.

  Furthermore, in the above configuration, a step portion is provided over the entire circumference in the axial center direction intermediate portion of the cap mounting portion.

Further, in accordance with claim 9, a torcia-type high-strength bolt that is inserted through the overlapping portion of a plurality of steel plates to join the plurality of steel plates is inserted from one side into a bolt hole of a predetermined steel plate. After that, the bolt hole of another steel plate for joining the tip portion of the screw portion of the bolt with a bolt and a nut having a larger diameter than the bolt hole of the predetermined steel plate and the overlapping portion with the predetermined steel plate An inner circumferential surface is provided with a tapered portion whose outer diameter gradually decreases toward one end in the axial direction that has a smaller diameter than the bolt hole of the predetermined steel plate on one axial end of the cylindrical portion having a smaller diameter in the unthreaded portion to cover the outer periphery of the region or incomplete screw portion screw it is not engraved in the neck lower part of the bolt to the inner peripheral surface of the tapered portion of the Rutotomoni axial direction one end provided with a female threaded portion bolts temporarily fixed nut having provided comprising structure In the axial direction of the bolt temporary fixing nut from the taper portion side, and then in a state where the taper portion of the bolt temporary fixing nut is pressed against the bolt hole of the predetermined steel plate from the other side surface. A method of temporarily fixing a bolt is provided in which the pin tail of the bolt is rotated in the bolt tightening direction and the bolt is temporarily fixed to the bolt temporary fixing nut.

According to the present invention, the following excellent effects are exhibited.
(1) In a bolt temporary fixing nut for temporarily fixing a bolt for joining a plurality of steel plates by being inserted into an overlapping portion of the plurality of steel plates into a bolt hole of the predetermined steel plate, the bolt of the predetermined steel plate The predetermined steel plate is disposed on one end side in the axial direction of a cylindrical portion having a diameter larger than the hole and a smaller diameter than a bolt hole of another steel plate for joining the overlapping portion with the predetermined steel plate by a bolt and a nut. a tapered portion whose outer diameter gradually decreases disposed toward the bolt axial direction end portion to be smaller in diameter than the hole, a female screw portion provided on the inner peripheral surface and Rutotomoni, the tapered portion of the axial direction end portion A bolt temporary fixing nut having a configuration in which a screw-less portion for covering the outer peripheral surface of the incomplete screw portion or a region where the screw is not engraved on the inner peripheral surface of the bolt is provided , and a plurality of In the overlapping part of steel plates The torcia-type high-strength bolt for joining the plurality of steel plates is inserted from one side to the bolt hole of the predetermined steel plate, and then the tip of the screw portion of the bolt is inserted into the tip of the predetermined steel plate. The predetermined steel plate on one end side in the axial direction of a cylindrical portion having a diameter larger than that of the bolt hole and a smaller diameter than the bolt hole of another steel plate for joining the overlapped portion with the predetermined steel plate with a bolt and a nut of the tapered portion of the Rutotomoni axial direction end portion a female screw portion provided on the inner peripheral surface and provided with a tapered portion whose outer diameter gradually decreases toward the bolt axial direction end portion to be smaller in diameter than the hole A bolt temporary fixing nut having a configuration in which a screw-less portion for covering the outer surface of the incomplete screw portion or a region where no screw is engraved on the lower surface of the neck of the bolt is provided on the peripheral surface of the bolt temporary fixing nut. Taper at one end in the axial direction Next, with the taper portion of the bolt temporary fixing nut pressed against the bolt hole of the predetermined steel plate from the other side, the pin tail of the bolt is rotated in the bolt tightening direction, and the bolt is Since the bolt is temporarily fixed by tightening the bolt temporarily fixing nut, when the bolt is temporarily fixed to the bolt hole of the predetermined steel plate, simultaneous work on both sides of the predetermined steel plate Therefore, the labor and time required for simultaneous work on both the upper and lower surfaces can be reduced.
(2) Moreover, since the said bolt temporary fixing nut is set as the structure which provided the cylindrical part in the axial direction other end side of the taper part, the outer diameter dimension of this bolt temporary fixing nut may be made comparatively small. In addition, the diameter of the bolt hole provided in the bolt insertion portion of another steel plate that is overlapped and joined to the predetermined steel plate can be reduced. Moreover, it is possible to join the overlapping portions of the steel plates without requiring a filler plate. Therefore, it is possible to ensure sound friction welding between the predetermined steel plate and another steel plate.
(3) Furthermore, the bolt temporary fixing nut is provided with a cylindrical portion, so that the thin portion can be reduced and the change in the thickness in the axial direction can be suppressed. The strength as a nut capable of applying an axial force can be ensured. Therefore, the bolt can be temporarily fixed to the bolt hole of the predetermined steel plate in a state where rotation is prevented by a large tightening axial force against the bolt temporary fixing nut.
(4) In the bolt temporary fixing nut for temporarily fixing a bolt for joining the plurality of steel plates by being inserted into the overlapping portion of the plurality of steel plates, to the bolt hole of the predetermined steel plate, the bolt of the predetermined steel plate A taper portion having an outer diameter gradually decreasing toward one end portion in the axial direction having a smaller diameter than the bolt hole of the predetermined steel plate is provided on one end side in the axial direction of the cylindrical portion having a larger diameter than the hole. The inclination angle with respect to the axial direction of the tapered surface on the cylindrical portion side is made larger than the inclination angle with respect to the axial direction of the tapered surface on one end side in the axial direction. In addition, the inner peripheral surface is provided with a female thread portion. More specifically, the outer diameter of the boundary portion between the two tapered surfaces is larger than the required diameter of the bolt hole of the predetermined steel plate. By adopting a configuration that When the taper surface on the cylindrical portion side reaches the other side end of the bolt hole of the predetermined steel plate, the force that bites into the gap between the bolt hole and the bolt increases. The adhesion of the bolt temporary fixing nut to the inner peripheral surface of the side surface side end portion can be improved, and the rotation preventing action of the bolt temporarily fixed by the tightening axial force against the bolt temporary fixing nut can be further strengthened. .
(5) Further, since the vertical position of the bolt temporary fixing nut with respect to the bolt hole of the predetermined steel plate is determined, the tightening amount of the bolt with respect to the bolt temporary fixing nut can be made constant. Even if the bolt hole of the predetermined steel plate is slightly larger than the design dimension, the portion of the tapered surface on the cylindrical portion side of the bolt temporary fixing nut is connected to the bolt hole and the bolt of the predetermined steel plate. Since the gap can be wedged into the gap, the bolt can be reliably fixed in a state in which the bolt is prevented from rotating by the tightening axial force against the bolt temporary fixing nut.
(6) An area where the screw is not engraved in the neck lower part near the head of the bolt or incomplete by adopting a configuration in which a threadless part is provided on the inner peripheral surface of the tapered part at one axial end. Even if there is a threaded portion, the bolt temporary fixing nut can be screwed down to the bottom of the neck of the bolt, so that the head of the bolt inserted into the bolt hole of a predetermined steel plate and the bolt A fastening axial force on the predetermined steel plate can be reliably applied between the taper portion of the bolt temporary fixing nut screwed to the screw portion.
(7) By adopting a configuration in which the bolt temporary fixing nut is made of a resin that can be elastically deformed, the outer peripheral surface of the tapered portion is set to the inner peripheral surface of the other side end portion of the bolt hole of a predetermined steel plate. Since it can be made to adhere more reliably, the effect of preventing loosening of the bolt temporary fixing nut can be enhanced. Moreover, since it is possible to easily mold the bolt temporary fixing nut having a complicated shape at a time, the bolt temporary fixing nut can be advantageous for mass production, and the unit price can be reduced. It becomes possible. Furthermore, since the corrosion of the bolt temporary fixing nut can be prevented, the possibility of affecting the soundness of the bolt can be prevented.
(8) By forming the female thread portion with a thread having a shape in which the tip portion is cut, the bolt can be reduced by reducing the portion where the thickness dimension of the peripheral wall of the temporary bolt fixing nut changes suddenly. When resin molding is performed at the time of manufacturing the temporary fixing nut, it is possible to reduce the possibility of shrinkage and to increase the manufacturing accuracy of the bolt temporary fixing nut.
(9) By providing a configuration in which a cap mounting portion whose outer diameter is smaller than the outer diameter of the cylindrical portion is provided at the other axial end of the cylindrical portion, It is possible to prevent the rust of the bolt temporarily fixed to the predetermined steel plate by attaching and covering the opening portion of the rust preventive cap covering the front end side and the periphery of the screw portion of the bolt temporarily fixed to the predetermined steel plate. It becomes possible. Furthermore, since it becomes possible to reduce the outer diameter of the opening portion of the anticorrosion cap for mounting on the outer periphery of the cap mounting portion, a bolt of another steel plate that is overlapped and joined to the predetermined steel plate Even if the dimensional difference between the diameter of the bolt hole provided in the insertion portion and the outer diameter of the cylindrical portion of the bolt temporary fixing nut is small, the bolt temporarily fixed to the bolt hole of the predetermined steel plate is attached to the rust prevention cap. In the state as it is, it can be set as an advantageous structure when inserting in the bolt hole of said another steel plate.
(10) An opening portion of the rust prevention cap attached to the cap attachment portion as described in (9) above is formed by providing a step portion over the entire circumference in the axial center direction portion of the cap attachment portion. It becomes possible to improve the sealing performance with the cap mounting portion of the bolt temporary fixing nut.

  The best mode for carrying out the present invention will be described below with reference to the drawings.

  1 (a) (b) to FIG. 3 (b) (b) are examples of embodiments of a bolt temporary fixing nut and a bolt temporary fixing method using the bolt temporary fixing nut according to the present invention. As an example of the overlapping portion, a high strength bolt 5 used for joining the overlapping portion of the bottom steel plate 1 and the splicing plate 2 of the same composite floor slab as shown in FIG. On the other hand, it shows about the case where it fixes temporarily, and it is as follows.

  That is, the bolt temporary fixing nut 13 according to the present invention has an outer diameter dimension larger than that of the bolt hole 3 provided in the bottom steel plate 1 in the axial direction, as shown in FIGS. The outer peripheral surface is gradually reduced in diameter toward one end in the axial direction where the required dimension is smaller than the bolt hole 3 of the bottom steel plate 1 on one end side in the axial direction of the cylindrical portion 15 extending in the required dimension. The taper portion 14 that is inclined at a required angle θ with respect to the axial direction is integrally provided.

  An internal thread portion 16 for screwing onto the thread portion 5a of the bolt 5 is provided on the inner peripheral surface of the bolt temporary fixing nut 13.

  Furthermore, the axial direction dimension of the said bolt temporary fixing nut 13 is the bolt 5 inserted in the bolt hole 3 of the bottom steel plate 1 from the lower surface side, and the bolt screwed to the thread part 5a of this bolt 5 so that it may mention later. A state in which one end portion of the tapered portion 14 of the bolt temporary fixing nut 13 is bitten into the gap between the bolt hole 3 and the bolt 5 of the bottom steel plate 1 by applying a tightening axial force between the temporary fixing nut 13 and The dimension in which the other axial end of the cylindrical portion 15 that is the other axial end of the bolt temporary fixing nut 13 protrudes from the upper surface of the bottom steel plate 1 is the thickness of the splicing plate 2. It is assumed that the dimensions are set as follows. A washer fitted to the high-strength bolt 5 when the bottom steel plate 1 to which the high-strength bolt 5 is temporarily fixed using the bolt temporary fixing nut 13 and the attachment plate 2 placed thereon are joined. 7, when using the washer 7 having an inner diameter larger than the outer diameter of the cylindrical portion of the bolt temporary fixing nut 13, a tightening shaft between the bolt 5 inserted through the bolt hole 3 of the bottom steel plate 1 is used. When the force is applied, the dimension in which the other axial end of the bolt temporary fixing nut 13 protrudes from the upper surface of the bottom steel plate 1 is the thickness of the attachment plate 2 and the thickness of the washer 7. What is necessary is just to set so that it may become the dimension below the sum.

  The bolt temporary fixing nut 13 is made of a soft metal, such as copper, brass, aluminum, etc., compared to the bottom steel plate 1 and the bolt 5, more preferably a synthetic resin so as to allow the required elastic deformation. Thereby, the axial direction which becomes the sharp end side of the taper part 14 of the bolt temporary fixing nut 13 by the tightening axial force of the bolt 5 and the bolt temporary fixing nut 13 inserted from below into the bolt hole 3 of the bottom steel plate 1. One end portion is inserted into the gap between the bolt hole 3 and the bolt 5 of the bottom steel plate 1 so that the taper portion 14 of the bolt temporary fixing nut 13 is interposed between the bolt hole 3 and the bolt 5 of the bottom steel plate 1. The outer peripheral surface of the taper portion 14 of the bolt temporary fixing nut 13 is made to be the upper end in the bolt hole 3 of the bottom steel plate 1 by the restoring force of elastic deformation that is compressed in the thickness direction (radial direction) generated in the biting portion. The bolt temporary fixing nut 13 can be prevented from loosening and the airtightness between the bolt hole 3 of the bottom steel plate 1 and the bolt temporary fixing nut 13 can be obtained. thing It is to be so.

  Furthermore, if the bolt temporary fixing nut 13 is made of a synthetic resin, the outer peripheral surface of the taper portion 14 can be more closely attached to the inner peripheral surface of the upper end portion of the bolt hole 3 of the bottom steel plate 1. Further, the effect of preventing the bolt temporary fixing nut 13 from being loosened can be enhanced, and the airtightness between the bolt hole 3 of the bottom steel plate 1 and the bolt temporary fixing nut 13 can be further increased. Moreover, it is possible to easily mold the bolt temporary fixing nut 13 having a complicated shape including the outer peripheral surface shape including the tapered portion 14 and the cylindrical portion 15 and the internal thread portion 16 on the inner peripheral surface. Become. Therefore, the bolt temporary fixing nut 13 can be advantageous for mass production, and the unit price can be reduced. Further, the bolt temporary fixing nut 13 is exposed to the outside air with the bolt 5 temporarily fixed to the bolt hole 3 of the bottom steel plate 1, and as will be described later with reference to FIG. Even after the splicing plate 2 is placed on the bottom steel plate 1 and the nut 6 is finally tightened onto the bolt 5 from above the splicing plate 2, the bottom steel plate 1 and the splicing plate 2 are joined. From the point that the bolt temporary fixing nut 13 remains attached to the threaded portion 5a of the bolt 5, the bolt temporary fixing nut 13 is set so as not to affect the soundness of the bolt 5. It is preferable to use a synthetic resin that does not corrode.

  When the bolt temporary fixing nut 13 is made of synthetic resin as described above, the thread 16a of the internal thread portion 16 on the inner peripheral surface is shown in FIG. The top of the normal thread shape as shown by the alternate long and short dash line is cut. As a result, as shown in FIG. 1 (b), the top of the thread 5a of the screw part 5a of the bolt 5 comes into contact with the valley (thread groove) part of the female screw part 16, so that the bolt 5 and the bolt The fastening axial force by the temporary fixing nut 13 can be sufficiently secured, and by reducing the portion where the thickness dimension of the peripheral wall of the temporary bolt fixing nut 13 changes suddenly, resin molding at the time of manufacturing the temporary bolt fixing nut 13 is performed. In this case, the bolt temporary fixing nut 13 can be manufactured with high accuracy by reducing the possibility of shrinkage.

  Furthermore, on the inner peripheral surface of the required length range on one end side in the axial center direction, which is the distal end side of the tapered portion 14 of the bolt temporary fixing nut 13, the unthreaded portion 17 without the thread of the female screw portion 16. Is provided. As a result, as shown in FIG. 2 (c), when there is an unthreaded region or an incomplete threaded portion in the lower neck portion near the head 5b of the bolt 5 (in FIG. 2 (c) The bolt temporary fixing nut 13 to be screwed onto the threaded portion 5a of the bolt 5 is attached to the bolt temporary fixing nut 13 even if there is a region where a screw is not engraved at the bottom of the bolt 5). The unthreaded portion 17 provided on the inner peripheral surface of one end in the axial direction of the fixing nut 13 is screwed to a position where the screw 5 is not engraved in the lower neck portion of the bolt 5 or a position covering the outer periphery of the incomplete thread portion. Between the head portion 5b of the bolt 5 inserted through the bolt hole 3 of the bottom steel plate 1 and the tapered portion 14 of the bolt temporary fixing nut 13 screwed to the screw portion 5a of the bolt 5. The tightening axial force on the bottom steel plate 1 It is to be able to really act.

  Furthermore, a mark 18 by a notch or the like is provided at one end of the bolt temporary fixing nut 13 in the axial direction. In FIG. 1A, as an example, a state in which a mark 18 by a semicircular cutout is provided on the peripheral wall at one end in the axial center direction which is the tip of the tapered portion 14 is shown. As a result, the taper portion 14 of the bolt temporary fixing nut 13 having an overall cylindrical shape with a small wall thickness can be discriminated at a glance. Therefore, the bolt temporary fixing nut 13 is tapered to the screw portion 5a of the bolt 5 as will be described later. The working efficiency of the work of screwing from one end side in the axial direction, which is the tip side of the portion 14, can be increased.

  When the bolt 5 used for joining the bottom steel plate 1 and the attachment plate 2 is temporarily fixed to the bolt hole 3 of the bottom steel plate 1 by using the bolt temporary fixing nut 13 having the above configuration, first, in a factory or the like As shown in FIG. 2 (a), the torcia-type high-strength bolt 5 as a bolt 5 is inserted into the bolt hole 3 of the bottom steel plate 1 from the lower surface side and held and protrudes above the bottom steel plate 1. The bolt temporary fixing nut 13 is screwed onto the threaded portion 5a of the high-strength bolt 5 from one end side in the axial direction, which is the pointed end side of the tapered portion 14 where the mark 18 is provided. At this time, even if a load slightly larger than the weight of the high-strength bolt 5 is applied, the amount of the bolt temporary fixing nut 13 screwed to the threaded portion 5a of the high-strength bolt 5 is the screw of the high-strength bolt 5. The bolt temporary fixing nut 13 may be screwed to the extent that the bolt temporary fixing nut 13 is not removed from the portion 5a. For example, the thread 16a (see FIG. 1B) of the female screw portion 16 is connected to the tip portion of the screw portion 5a of the high strength bolt 5. Only a few threads are sufficient.

  After the bolt temporary fixing nut 13 is screwed onto the tip of the threaded portion 5a of the Torcia-type high strength bolt 5 as described above, when the holding of the high strength bolt 5 is canceled, the high strength bolt 5 2 (b), the bolt temporary fixing nut 13 screwed to the tip of the threaded portion 5a is engaged with the upper end of the bolt hole 3 of the bottom steel plate 1 in the state where It will be in the state suspended from the bolt hole 3. As a result, the bolt temporary fixing nut 13 is in a state where one end in the axial center direction, which is the pointed end of the taper portion 14, enters the required dimension into the gap between the bolt hole 3 and the high strength bolt 5 of the bottom steel plate 1. A required portion in the axial direction in which the outer diameter dimension of the tapered portion 14 corresponds to the dimension of the bolt hole 3 of the bottom steel plate 1 is locked to the upper end portion of the bolt hole 3 of the bottom steel plate 1.

  Next, as indicated by a two-dot chain line in FIG. 2B, a socket 19 of a general-purpose mechanical drive tool such as an impact wrench is fitted to the pin tail 5c of the torcia type high strength bolt 5 of the bottom steel plate 1. Thereafter, the pin tail 5c of the high-strength bolt 5 is slightly pushed in the axial direction so that the bolt temporary fixing nut 13 attached to the screw portion 5a is pressed against the bolt hole 3 of the bottom steel plate 1. The high-strength bolt 5 is rotated in the bolt tightening direction by the mechanical drive tool. At this time, the bolt temporary fixing nut 13 is pressed against the bolt hole 3 of the bottom steel plate 1 so that the taper portion 14 of the bolt temporary fixing nut 13 is in the gap between the bolt hole 3 and the bolt 5 of the bottom steel plate 1. Since the bite is slightly bitten, the outer peripheral surface of the taper portion 14 that bites into the gap between the bolt hole 3 and the bolt 5 of the bottom steel plate 1 is within the upper end of the bolt hole 3 of the bottom steel plate 1. The frictional force generated in the closely contacted portion is brought into close contact with the peripheral surface, thereby preventing the bolt temporary fixing nut 13 from rotating together with the high strength bolt 5.

  Accordingly, when the high-strength bolt 5 is continuously rotated in the bolt tightening direction by the mechanical drive tool, the high-strength bolt 5 is moved to the bolt hole 3 as shown in FIG. The bolt is fixed to the inner peripheral surface of the upper end portion of the bolt and the bolt temporary fixing nut 13 whose co-rotation is prevented is tightened. A strong tightening axial force generated by tightening the high-strength bolt 5 against the bolt temporary fixing nut 13 generates a large frictional force between the bolt temporary fixing nut 13 and the bolt 5, and the bolt temporary fixing nut 13. In the taper portion 14, the gap between the bolt hole 3 of the bottom steel plate 1 and the high-strength bolt 5 is forced in a wedge shape until a portion having a diameter larger than the position of the same diameter as the bolt hole 3 of the bottom steel plate 1. The restoring force of the compressive elastic deformation in the thickness direction (radial direction) generated in the portion of the bottom steel plate 1 that is forcibly bited into the gap between the bolt hole 3 and the high-strength bolt 5 of the bottom steel plate 1 Thus, the outer peripheral surface of the taper portion of the bolt temporary fixing nut 13 is in close contact with the inner peripheral surface of the upper end portion of the bolt hole 3 of the bottom steel plate 1 over the entire circumference in the circumferential direction. So large frictional force is generated also between the bolt hole 3 of the steel sheet 1. Therefore, the high-strength bolt 5 has a large frictional force between the bolt hole 3 and the bolt temporary fixing nut 13, and the bolt temporary fixing nut 13 and the high-strength bolt 5. Temporarily fixed in a state in which rotation is prevented by a large frictional force therebetween.

  Further, at this time, as described above, the outer peripheral surface of the tapered portion 14 of the bolt temporary fixing nut 13 strongly adheres to the inner peripheral surface of the upper end portion of the bolt hole 3 of the bottom steel plate 1 over the entire circumference in the circumferential direction. As a result, the space between the bolt temporary fixing nut 13 and the inner peripheral surface of the upper end portion of the bolt hole 3 of the bottom steel plate 1 is sealed (A portion in the figure).

  After temporarily fixing the high-strength bolt 5 in the bolt hole 3 of the bottom steel plate 1 while preventing rotation as described above, a two-dot chain line in FIG. As shown, the bottom surface of the bottom steel plate 1 formed by temporarily fixing the high strength bolt 5 to the bolt hole 3 via the bolt temporary fixing nut 13 covers the entire surface including the head portion 5b of the high strength bolt 5. Make a pre-paint. Reference numeral 20 denotes a coating film. Thereby, the space | interval (B location in a figure) between the head 5b of the said high strength volt | bolt 5 and the lower surface of the bottom steel plate 1 is sealed.

  Thereafter, the bottom steel plate 1 with the high-strength bolts 5 attached to the bolt holes 3 as described above is carried into the construction site, and the bottom steel plates 1 are arranged side by side in the span direction on the main beam. As shown in FIG. 3 (B) (only one bottom steel plate 1 is shown in FIG. 3 (B)), the bolt holes of the respective bottom steel plates 1 are disposed on the upper side of the butt ends of the adjacent bottom steel plates 1. 3, a connecting plate 2 in which a bolt hole 4 having a required size larger than the cylindrical portion 15 of the bolt temporary fixing nut 13 is drilled is placed from above, and the bolt hole of the connecting plate 2 is mounted. 4, the high-strength bolts 5 temporarily fixed in the bolt holes 3 of the bottom steel plate 1 are respectively inserted.

  Thereafter, the nut 6 is fitted to the threaded portion 5a of each high-strength bolt 5 protruding above the attachment plate 2 via the washer 7, and the nut 6 is fastened to the high-strength bolt 5. Thus, the overlapping portions of the bottom steel plate 1 and the splicing plate 2 are joined by the high strength bolts 5 respectively. Thereby, the butt end portions of the adjacent bottom steel plates 1 are connected to each other via the splicing plate 2.

  Thus, according to the bolt temporary fixing nut of the present invention and the bolt temporary fixing method using the bolt temporary fixing nut, when the high strength bolt 5 is temporarily fixed to the bolt hole 3 of the bottom steel plate 1, the bottom steel plate is fixed. 1 is required only to work for screwing the bolt temporary fixing nut 13 to the tip of the threaded portion 5a of the high-strength bolt 5 inserted through the bolt hole 3 of the bottom steel plate 1 from below, The operation of tightening the high-strength bolt 5 with respect to the bolt temporary fixing nut 13 is performed by the torcia-type high-strength bolt 5 in a state suspended from the upper side of the bottom steel plate 1 through the bolt hole 3 via the bolt temporary fixing nut 13. This pin tail 5c can be implemented by rotating it in the bolt tightening direction while pressing it slightly in the axial direction with a mechanical drive tool.

  Therefore, since the amount of work of simultaneous upper and lower work sandwiching the bottom steel plate 1 required when temporarily fixing the high-strength bolt 5 can be greatly reduced as compared with the conventional case, work efficiency is increased. Therefore, it is possible to reduce labor and time required for simultaneous work on both the upper and lower surfaces.

  Furthermore, since the bolt temporary fixing nut 13 has a configuration in which the cylindrical portion 15 is provided on the other axial end side of the taper portion 14, the outer diameter of the bolt temporary fixing nut 13 is relatively small. Thus, the diameter of the bolt hole 4 provided in the bolt insertion portion of the attachment plate 2 can be made small. In addition, it is possible to place and join the joining plate 2 on the upper side of the bottom steel plate 1 without requiring a filler plate. Therefore, it is possible to ensure sound friction welding between the bottom steel plate 1 and the attachment plate 2.

  The bolt temporary fixing nut 13 is provided with the cylindrical portion 15 so that the thin portion can be reduced and the change in the thickness in the axial direction can be suppressed. The strength as a nut capable of applying an axial force can be ensured.

  Further, the high strength bolt 5 is prevented from rotating in the bolt hole 3 of the bottom steel plate 1 by a large tightening axial force against the bolt temporary fixing nut 13 fixed inside the bolt hole 3 of the bottom steel plate 1. It can be temporarily fixed with.

  For this reason, when the nut 6 is finally tightened from the upper side of the attachment plate 2 to the high-strength bolt 5 that is temporarily fixed to the bolt hole 3 of the bottom steel plate 1 at the construction site of the bottom steel plate 1, It is possible to prevent the possibility that the high-strength bolt 5 will rotate together. Therefore, as described above, since it becomes possible to apply the pre-painting including the head 5b of the high-strength bolt 5 attached to the bolt hole 3 on the lower surface side of the bottom steel plate 1 in a factory or the like, The painting work from the lower surface side of the bottom steel plate 1 after the installation of the bottom steel plate 1 can be made unnecessary, and a work requiring a scaffold under the bottom steel plate 1 or using an aerial work vehicle It is possible to eliminate the work to be performed.

  When the high-strength bolt 5 is temporarily fixed, the bolt temporary fixing nut 13 is inserted into the gap between the bolt hole 3 and the bolt 5 of the bottom steel plate 1 from one end side in the axial center direction which is the pointed end side of the tapered portion 14. Since it is bitten, the taper portion 14 of the bolt temporary fixing nut 13 is interposed between the inner peripheral surface of the upper end portion of the bolt hole 3 of the bottom steel plate 1 and the screw portion 5 a of the high-strength bolt 5. By inserting the peripheral wall, the center of the bolt hole 3 and the center of the high-strength bolt 5 can be matched.

  Moreover, when the high-strength bolt 5 is temporarily fixed to the bolt hole 3 of the bottom steel plate 1, the outer peripheral surface of the taper portion 14 of the bolt temporary fixing nut 13 is the inner peripheral surface of the upper end portion of the bolt hole 3 of the bottom steel plate 1. The bolt temporary fixing nut 13 and the inner peripheral surface of the upper end portion of the bolt hole 3 of the bottom steel plate 1 (point A in FIG. 2 (c)) are tightly sealed tightly over the entire circumference. Therefore, even if there is a period until the bottom steel plate 1 is installed in a state where the high-strength bolt 5 is temporarily fixed to the bolt hole 3 of the bottom steel plate 1 using the bolt temporary fixing nut 13, Moisture permeation into the inside of the bolt hole 3 of the bottom steel plate 1 can be suppressed, and the possibility that rust is generated in the portion of the threaded portion 5a of the high strength bolt 5 located inside the bolt hole 3 of the bottom steel plate 1 is suppressed. It becomes possible to do. Further, as shown by a two-dot chain line in FIG. 3 (a), a preliminary coating is performed on the lower surface side of the bottom steel plate 1 including the head portion 5b of the high strength bolt 5 and The portion located inside the bolt hole 3 of the bottom steel plate 1 in the threaded portion 5a of the high-strength bolt 5 by sealing between the portion and the bottom surface of the bottom steel plate 1 (B portion in FIG. 3 (a)). It becomes possible to enhance the effect of suppressing rusting.

  Next, FIGS. 4 to 6 (A) and (B) are applied examples of the embodiment of FIGS. 1 (A) and (B) to FIGS. 3 (A) and 3 (B) as other embodiments of the present invention. It is shown as follows.

  That is, FIG. 4 shows the bolt temporary fixing nut 13A of the present embodiment, and the bolt temporary fixing nut 13A has the same configuration as the bolt temporary fixing nut 13 shown in FIGS. Continuous increase in diameter of the outer peripheral surface of the tapered portion 14 from one end in the axial direction having a smaller diameter than the bolt hole 3 of the bottom steel plate 1 to the other end in the axial direction having a larger diameter than the bolt hole 3. In place of the tapered configuration, the other axial end of the portion where the outer diameter of the outer peripheral surface of the tapered shape similar to the tapered shape is slightly larger than the diameter of the bolt hole 3 of the bottom steel plate 1 Further, a locking taper surface 21 that is changed so that the inclination angle θ1 with respect to the axial direction becomes larger toward the other end side in the axial direction is provided.

  Further, a cap attachment portion 22 is provided at the other axial end portion of the cylindrical portion 15 of the bolt temporary fixing nut 13A. Thereby, as will be described later with reference to FIG. 6 (a), the tip side and the periphery of the threaded portion 5a of the high strength bolt 5 temporarily fixed to the bolt hole 3 of the bottom steel plate 1 using the bolt temporary fixing nut 13A are covered. By attaching the opening 23a of the rust prevention cap 23 on the outer periphery of the cap attachment portion 22, the gap between the opening 23a of the rust prevention cap 23 and the cap attachment portion 22 of the bolt temporary fixing nut 13A is attached. Can be sealed.

  The cap mounting portion 22 has an outer diameter dimension that is smaller than the outer diameter of the cylindrical portion 15 as required. This makes it possible to reduce the outer diameter of the opening 23a of the rust prevention cap 23 for mounting on the outer periphery of the cap mounting portion 22. Therefore, even if the dimensional difference between the inner diameter of the bolt hole 4 of the attachment plate 2 that is placed on and joined to the upper side of the bottom steel plate 1 and the outer diameter of the cylindrical portion 15 of the bolt temporary fixing nut 13A is small. When the high-strength bolt 5 temporarily fixed to the bolt hole 3 of the bottom steel plate 1 is inserted into the bolt hole 4 of the splicing plate 2 with the rust prevention cap 23 being kept, the configuration is advantageous. it can.

  Further, a tapered portion 24 having a chamfered corner portion is provided on the outer peripheral portion at the other end in the axial direction, which is the tip portion of the cap mounting portion 22. Thereby, the operation | work which covers the opening part 23a of the said antirust cap 23 on the outer periphery of this cap attaching part 22 can be performed smoothly.

  Furthermore, the required step part 25 is provided in the axial direction intermediate part of the said cap attachment part 22 over the full length of the circumferential direction. Thus, when the outer periphery of the cap mounting portion 22 is mounted with the opening 23a of the rust prevention cap 23 mounted, the axial center direction sandwiching the position corresponding to the step portion 25 in the cap mounting portion 22 is provided. By forming a portion having high adhesion between the inner peripheral surface of the opening 23a of the rust preventive cap 23 and the outer peripheral surface of the cap attaching portion 22, the opening of the rust preventive cap 23 due to the labyrinth effect. The sealability between the portion 23a and the cap attachment portion 22 of the bolt temporary fixing nut 13A can be further enhanced.

  The axial dimension of the bolt temporary fixing nut 13A is such that the length dimension x from one axial end of the locking taper surface 21 to the other end in the axial center serving as the tip of the cap mounting portion 22 is as follows. It is assumed that the thickness is set to be equal to or smaller than the thickness of the attachment plate 2. A washer 7 having an inner diameter larger than the outer diameter of the cylindrical portion 15 of the bolt temporary fixing nut 13A is used as the washer 7 fitted to the bolt 5 when the bottom steel plate 1 and the attachment plate 2 are joined. In this case, the length dimension x may be set so as to be equal to or smaller than the sum of the thickness of the attachment plate 2 and the thickness of the washer 7.

  Other configurations are the same as those shown in FIGS. 1A and 1B, and the same components are denoted by the same reference numerals.

  When the high-strength bolt 5 used for joining the bottom steel plate 1 and the attachment plate 2 is temporarily fixed to the bolt hole 3 of the bottom steel plate 1 using the bolt temporary fixing nut 13A of the present embodiment having the above-described configuration. As shown in FIG. 5 (a), a torcia-type high-strength bolt that is first inserted into the bolt hole 3 of the bottom steel plate 1 from the lower surface side and held at a factory or the like, as shown in FIG. 2 (a). The bolt temporary fixing nut 13 </ b> A is screwed to the tip end portion of the five screw portions 5 a from one end side in the axial direction which is the pointed end side of the tapered portion 14.

  Next, as shown in FIG. 5B, in the state where the bolt temporary fixing nut 13A screwed to the tip of the screw portion 5a is locked to the upper end portion of the bolt hole 3 of the bottom steel plate 1, As indicated by a two-dot chain line in FIG. 5 (b), the pin tail 5c of the torcia-type high-strength bolt 5 that is suspended from the bolt hole 3 by its own weight, as shown in FIG. After the socket 19 of a general-purpose mechanical drive tool such as an impact wrench is fitted, the high-strength is driven by the mechanical drive tool while the bolt temporary fixing nut 13A is pressed against the bolt hole 3 of the bottom steel plate 1. The bolt 5 is rotated in the bolt tightening direction. As a result, the tapered portion 14 is slightly bite into the gap between the bolt hole 3 and the bolt 5 of the bottom steel plate 1, thereby closely contacting the inner peripheral surface of the upper end portion of the bolt hole 3 of the bottom steel plate 1. The high-strength bolt 5 is tightened with respect to the bolt temporary fixing nut 13A to be blocked.

  Therefore, when the high-strength bolt 5 is continuously rotated in the bolt tightening direction by the mechanical drive tool, as shown in FIG. A force bolt 5 is fastened to a bolt temporary fixing nut 13A that is in close contact with the inner peripheral surface of the upper end portion of the bolt hole 3, and a strong fastening shaft is generated by tightening the high strength bolt 5 to the bolt temporary fixing nut 13A. Due to the force, the taper portion 14 of the bolt temporary fixing nut 13A is forcibly bite into the gap between the bolt hole 3 and the high-strength bolt 5 of the bottom steel plate 1 from one end in the axial center direction, which is the tip side. .

  At this time, the taper portion 14 of the bolt temporary fixing nut 13A in the present embodiment has the other axial end of the portion where the outer diameter on the outer peripheral surface is slightly larger than the diameter of the bolt hole 3 of the bottom steel plate 1. Since the locking taper surface 21 having a large inclination angle θ1 with respect to the axial direction is provided on the side, when the locking taper surface 21 reaches the upper end of the bolt hole 3 of the bottom steel plate 1, The force that bites into the gap between the bolt hole 3 and the high-strength bolt 5 increases. For this reason, since the adhesiveness of the bolt temporary fixing nut 13A with respect to the internal peripheral surface of the upper end part of the bolt hole 3 of the said bottom steel plate 1 increases, between the internal peripheral surface of the upper end part of the bolt hole 3 and the bolt temporary fixing nut 13A ( The hermeticity of A portion in FIG. In addition, it is possible to further strengthen the rotation preventing action of the bolt 5 that is temporarily fixed by the tightening axial force with respect to the bolt temporary fixing nut 13A.

  Furthermore, since the vertical position of the bolt temporary fixing nut 13A with respect to the bolt hole 3 of the bottom steel plate 1 is determined, the tightening amount of the high strength bolt 5 with respect to the bolt temporary fixing nut 13A can be made constant. It becomes like this. Further, even when the bolt hole 3 of the bottom steel plate 1 is slightly larger than the design dimension, the portion of the locking taper surface 21 of the bolt temporary fixing nut 13A is the bolt hole of the bottom steel plate 1. Since the wedge 5 can be wedged into the gap between the bolt 3 and the bolt 5, the bolt 5 can be reliably fixed in a state in which the bolt 5 is prevented from rotating by the tightening axial force with respect to the bolt temporary fixing nut 13A.

  After temporarily fixing the high-strength bolt 5 in the bolt hole 3 of the bottom steel plate 1 in the above-described manner while preventing rotation, as described above, as shown in FIG. Preliminary coating is performed over the entire surface including the head 5b of the high strength bolt 5 on the lower surface side of the bottom steel plate 1 in which the high strength bolt 5 is temporarily fixed to the bolt hole 3 through the bolt temporary fixing nut 13A. Like that. Reference numeral 20 denotes a coating film. Thereby, the space | interval (B location in a figure) between the head 5b of the said high strength volt | bolt 5 and the lower surface of the bottom steel plate 1 is sealed.

  Furthermore, the opening 23a of the rust prevention cap 23 covered from the tip side to the threaded portion 5a of the high strength bolt 5 temporarily fixed to the bolt hole 3 of the bottom steel plate 1 via the bolt temporary fixing nut 13A, The bolt is fixedly attached to the cap mounting portion 22 of the bolt temporary fixing nut 13A, and the space between the opening 23a of the rust prevention cap 23 and the bolt temporary fixing nut 13A (C portion in FIG. 6A) is sealed.

  As described above, since the three portions A, B, and C in the drawing are sealed, the screw portion 5a of the high-strength bolt 5 is blocked from contact with the outside air. Rust prevention is achieved.

  Thereafter, the bottom steel plate 1 with the bolts 5 rust-prevented as described above attached to the bolt holes 3 is carried into the construction site, and the bottom steel plates 1 are arranged in the span direction on the main girder. After the installation, as shown in FIG. 6 (b) above the butt ends of the adjacent bottom steel plates 1 (only one bottom steel plate 1 is shown in FIG. 6 (b)), FIG. In the same manner as shown in Fig. 5, the attachment plate is formed by drilling bolt holes 4 having a required dimension larger than the outer diameter of the cylindrical portion 15 of the bolt temporary fixing nut 13A at positions corresponding to the bolt holes 3 of the bottom steel plates 1. 2 is placed from above, and high-strength bolts 5 that are temporarily fixed to the bolt holes 3 of the bottom steel plate 1 are inserted into the bolt holes 4 of the attachment plate 2. Thereafter, the anti-rust cap 23 mounted on the threaded portion 5a of each high strength bolt 5 protruding upward from the attachment plate 2 is removed by pulling upward, and then the high strength bolt 5 is removed. A nut 6 is fitted to the threaded portion 5a via a washer 7, and the nut 6 is tightened with respect to the high-strength bolt 5, so that the overlapping portion of the bottom steel plate 1 and the attachment plate 2 is connected to the high-strength bolt 5 Respectively. Thereby, the butt end portions of the adjacent bottom steel plates 1 are connected to each other via the splicing plate 2.

  As described above, according to this embodiment, the same effects as those of the embodiment shown in FIGS. 1A to 1B to 3A and 3B can be obtained.

  Further, by sealing the three portions A, B, and C in FIG. 6A, it is possible to prevent rust by blocking the screw portion 5a of the high strength bolt 5 from the outside air.

  In addition, this invention is not limited only to the said embodiment, The cylindrical part 15 of bolt temporary fixing nuts 13 and 13A is a shape where the outer peripheral surface expanded the diameter of the other end side from the axial direction one end side somewhat. It may be.

  When using a fully-bolted bolt as the bolt 5 used for joining the bottom steel plate 1 and the splicing plate 2, the unthreaded portion 17 on the inner peripheral surface at one end in the axial direction of the bolt temporary fixing nuts 13 and 13A is unnecessary. Therefore, you may make it provide the internal thread part 16 covering the full length of an axial direction in the internal peripheral surface of this bolt temporary fixing nuts 13 and 13a.

  The bolt temporary fixing nuts 13 and 13 </ b> A may be used for temporarily fixing bolts of a type other than the Torcia type high strength bolt 5 such as a hexagonal bolt.

  The taper portion 14 of the bolt temporary fixing nut 13 in the embodiment shown in FIGS. 1 (a) to (b) to FIG. 3 (b) (b) is used as a locking tapered surface 21 in the bolt temporary fixing nut 13A shown in FIG. It is good also as a shape similar to the taper part 14 provided with.

  The taper portion 14 of the bolt temporary fixing nut 13A in the embodiment of FIGS. 4 to 6 (A) and (B) is replaced with the bolt temporary fixing nut 13 of FIG. It is good also as a shape similar to the taper part 14. FIG.

  The method of temporarily fixing a bolt using the bolt temporary fixing nut of the present invention may be applied to a joint portion between the bottom steel plate 1 and the splicing plate 2 in the case where coating is not required on the lower surface side of the bottom steel plate 1. . Furthermore, when joining a plurality of steel plates using bolts, if it is a place where it is desired to attach bolts in advance so as not to drop the bolts in the predetermined steel plates located on the bolt insertion side, You may apply to the joining location of any steel plates other than the bottom steel plate 1 and the splicing plate 2. Further, the present invention can also be applied to a place where the bolt 5 is disposed at an angle posture other than the posture with the head 5b down. In this case, the bolt temporary fixing nuts 13 and 13A screwed to the screw portion 5a of the bolt 5 are bolts. Even if it does not contact the bolt hole 3 of the steel plate to be temporarily fixed due to the weight of 5, the pin tail 5c of the torcia type high strength bolt 5 is rotated in the bolt tightening direction by a general-purpose mechanical drive tool such as an impact wrench. At this time, the tapered portion 14 of the bolt temporary fixing nuts 13 and 13A may be pressed against the bolt hole 3 by slightly pressing the pin tail 5c in the axial direction.

  Of course, various modifications can be made without departing from the scope of the present invention.

BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 shows an embodiment of a bolt temporary fixing nut according to the present invention, in which (a) is a partially cut schematic side view, and (b) is a thread portion of a female screw portion in a state of being screwed to a screw portion of a bolt. It is sectional drawing expanded and shown. FIG. 1 shows a method of temporarily fixing a bolt using the bolt temporary fixing nut shown in FIG. 1. (A) shows a state in which a bolt temporary fixing nut is screwed to a bolt inserted into a bolt hole of a bottom steel plate. (C) is a partially cut schematic side view showing a state where the bolt is rotated in the tightening direction, and (c) is a state where the bolt is temporarily fixed to the bolt hole of the bottom steel plate via a temporary bolt fixing nut. FIG. 2 shows the procedure after the bolts are temporarily fixed to the bolt holes by the temporary fixing method of FIG. 2, (A) shows the state where the bottom surface of the bottom steel plate is coated, and (B) shows the attachment plate on the bottom steel plate. It is a partial cutting schematic side view which shows the state which joined, respectively. It is a partially cut schematic side view which shows another form of a bolt temporary fixing nut as other form of implementation of this invention. 4 shows a method of temporarily fixing a bolt using the bolt temporary fixing nut shown in FIG. 4. (A) shows a state in which the bolt temporary fixing nut is screwed to the bolt inserted into the bolt hole of the bottom steel plate. (C) is a partially cut schematic side view showing a state where the bolt is rotated in the tightening direction, and (c) is a state where the bolt is temporarily fixed to the bolt hole of the bottom steel plate via a temporary bolt fixing nut. FIG. 5 shows a procedure after the bolt is temporarily fixed to the bolt hole by the temporary fixing method of FIG. 5, and (A) shows the state in which the bottom surface of the bottom steel plate is coated and the rust prevention cap is attached to the bolt ( (B) is a partially cut schematic side view showing a state in which the attachment plate is joined to the bottom steel plate. It is a cut side view which shows the general connection structure through the joining board of the butt | matching edge parts of the bottom steel plate of an adjacent synthetic floor slab. An outline of an example of a conventionally proposed method for holding the bolt in the bolt hole of the bottom steel plate is shown. (A) shows a state in which the bolt is held in the bolt hole of the bottom steel plate. (C) is a cut side view showing a state in which an attachment plate is placed on the upper side of an adjacent bottom steel plate, and (c) is a cut side view showing a state in which the adjacent bottom steel plates are connected via an attachment plate. The outline of another example of a conventionally proposed method for holding the bolt in the bottom steel plate so as not to fall off is shown. (A) shows the bolt inserted into the bolt hole in the bottom steel plate held by the primary nut. (B) is a schematic diagram showing a state in which a filler plate is placed on the upper side of the bottom steel plate, and (c) is a schematic diagram showing a state in which adjacent bottom steel plates are connected via an attachment plate.

Explanation of symbols

1 Bottom steel plate (specified steel plate)
2 Connecting plate (steel plate)
3 Bolt hole 5 High strength bolt (bolt)
5a Threaded portion 5b Head portion 5c Pintail 13, 13A Bolt temporary fixing nut 14 Tapered portion 15 Cylindrical portion 16 Female threaded portion 16a Screw thread 17 Unthreaded portion 21 Tapered surface for locking (tapered surface on the cylindrical portion side)
22 Cap mounting part 25 Step part

Claims (9)

In a bolt temporary fixing nut for temporarily fixing a bolt for joining a plurality of steel plates by being inserted into an overlapping portion of the plurality of steel plates to a bolt hole of a predetermined steel plate, than a bolt hole of the predetermined steel plate A bolt hole of the predetermined steel plate on one end side in the axial direction of the cylindrical portion having a large diameter and a smaller diameter than the bolt hole of another steel plate for joining the overlapping portion with the predetermined steel plate with a bolt and a nut a tapered portion whose outer diameter gradually decreases disposed toward the axial center direction end portion to be smaller in diameter than, and the inner internal threads provided on the peripheral surface Rutotomoni, the inner circumference of the tapered portion of the axial direction end portion A bolt temporary fixing nut having a structure in which a surface is provided with a screw-less portion for covering a region where a screw is not engraved at a lower portion of the bolt or an outer periphery of an incomplete screw portion .   In a bolt temporary fixing nut for temporarily fixing a bolt for joining a plurality of steel plates by being inserted into an overlapping portion of the plurality of steel plates to a bolt hole of a predetermined steel plate, than a bolt hole of the predetermined steel plate A taper portion whose outer diameter gradually decreases toward one end portion in the axial direction, which is smaller than the bolt hole of the predetermined steel plate, on one end side in the axial direction of the cylindrical portion having a large diameter, with respect to the axial direction. Provided such that the inclination angle with respect to the axial center direction of the tapered surface on the cylindrical portion side is larger than the inclination angle with respect to the axial direction of the tapered surface on one end side in the axial center direction. Furthermore, the bolt temporary fixing nut characterized by having the structure which provides an internal thread part in an internal peripheral surface.   The bolt temporary fixing nut according to claim 2, wherein an outer diameter of a boundary portion between two tapered surfaces in the taper portion is larger in a required dimension than a bolt hole of a predetermined steel plate. The bolt temporary fixing nut according to claim 2 or 3, wherein a threadless portion is provided on the inner peripheral surface of the tapered portion at one end portion in the axial direction.   The bolt temporary fixing nut according to claim 1, 2, 3, or 4, wherein the elastic deformation is made of resin.   The bolt temporary fixing nut according to claim 5, wherein the female thread portion has a thread having a shape in which a tip portion is cut.   The cap mounting part according to claim 1, 2, 3, 4, 5 or 6, wherein a cap mounting part whose outer diameter dimension is smaller than the outer diameter of the cylindrical part is provided at the other axial end of the cylindrical part. Bolt temporary fixing nut.   The bolt temporary fixing nut according to claim 7, wherein a stepped portion is provided over the entire circumference in an axially central portion of the cap mounting portion. After inserting the torcia-type high strength bolt to be inserted into the overlapped portion of the plurality of steel plates and joining the plurality of steel plates from one side to the bolt hole of a predetermined steel plate, the tip of the screw portion of the bolt The axial center of the cylindrical portion having a diameter larger than the bolt hole of the predetermined steel plate and a smaller diameter than the bolt hole of another steel plate for joining the overlapping portion with the predetermined steel plate with a bolt and a nut. Rutotomoni axial direction an internal thread portion provided on the predetermined and the inner circumferential surface provided with a tapered portion whose outer diameter gradually decreases toward the axial direction one end a smaller diameter than the bolt hole of the steel sheet in the direction end side A bolt temporary fixing nut having a configuration in which an inner peripheral surface of the tapered portion at one end portion is provided with a screw-less portion for covering a region where a screw is not engraved at a lower portion of the bolt or an outer periphery of an incomplete screw portion The bolt temporary fixing nut The bolt pin tail is bolted in the state where the taper portion of the bolt temporary fixing nut is pressed against the bolt hole of the predetermined steel plate from the other side. A method for temporarily fixing a bolt, wherein the bolt is temporarily fixed by tightening the bolt to the bolt temporary fixing nut.

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