WO2011043242A1 - Laminated rubber body joining members, as well as laminated rubber body and structure using such joining members - Google Patents

Laminated rubber body joining members, as well as laminated rubber body and structure using such joining members Download PDF

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Publication number
WO2011043242A1
WO2011043242A1 PCT/JP2010/067073 JP2010067073W WO2011043242A1 WO 2011043242 A1 WO2011043242 A1 WO 2011043242A1 JP 2010067073 W JP2010067073 W JP 2010067073W WO 2011043242 A1 WO2011043242 A1 WO 2011043242A1
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WO
WIPO (PCT)
Prior art keywords
rubber body
laminated rubber
cylindrical
peripheral surface
joining member
Prior art date
Application number
PCT/JP2010/067073
Other languages
French (fr)
Japanese (ja)
Inventor
修一 長田
修 河内山
敬崇 鈴木
Original Assignee
オイレス工業株式会社
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Publication date
Application filed by オイレス工業株式会社 filed Critical オイレス工業株式会社
Priority to JP2011535360A priority Critical patent/JP5694175B2/en
Publication of WO2011043242A1 publication Critical patent/WO2011043242A1/en

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021Bearing, supporting or connecting constructions specially adapted for such buildings
    • E04H9/022Bearing, supporting or connecting constructions specially adapted for such buildings and comprising laminated structures of alternating elastomeric and rigid layers
    • 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
    • F16B5/00Joining sheets or plates, e.g. panels, to one another or to strips or bars parallel to them
    • F16B5/02Joining sheets or plates, e.g. panels, to one another or to strips or bars parallel to them by means of fastening members using screw-thread
    • F16B5/0258Joining sheets or plates, e.g. panels, to one another or to strips or bars parallel to them by means of fastening members using screw-thread using resiliently deformable sleeves, grommets or inserts
    • 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
    • F16FSPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F1/00Springs
    • F16F1/36Springs made of rubber or other material having high internal friction, e.g. thermoplastic elastomers
    • 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
    • F16FSPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F1/00Springs
    • F16F1/36Springs made of rubber or other material having high internal friction, e.g. thermoplastic elastomers
    • F16F1/38Springs made of rubber or other material having high internal friction, e.g. thermoplastic elastomers with a sleeve of elastic material between a rigid outer sleeve and a rigid inner sleeve or pin, i.e. bushing-type

Definitions

  • the present invention relates to a joining member used for a laminated rubber body used in a seismic isolation structure in a building structure, and a laminated rubber body and a structure using the joining member.
  • Bearing mounting structure for building structures and civil engineering structures especially laminated rubber bodies used for seismic isolation structures in building structures, laminated rubber bodies used for seismic isolation structures and horizontal force distribution structures in civil engineering structures Due to the structure of the rubber body, it has a large yield strength in the compression direction and can support the load of the upper structure, but the yield strength in the tensile direction is inferior to that in the compression direction.
  • the flange plates 66 and 67 of the laminated rubber body 64 are fixed to the anchor plate 65 fixed to the lower structure 69 such as the foundation of the structure 61 and the upper structure 70.
  • the mounting bolt 62 and the cap nut 63 are fixed to the upper plate 68, and a large horizontal deformation acts on the laminated rubber body 64, the relative relationship between the upper surface 64a and the lower surface 64b of the laminated rubber body 64 in the horizontal direction. Due to the deviation, a rotational moment is generated in the laminated rubber body 64, and a vertical pulling force is generated in the mounting structure portion of the laminated rubber body 64.
  • the dowel pin type joining method at the time of large horizontal deformation, the dowel pin part is separated, and the tensile force in the vertical direction does not act on the bearing mounting structure part. However, if the degree of separation is further increased, the dowel pin is detached and laminated. There was a risk of deformation in the rubber body itself. In such a state, the horizontal resistance force of the laminated rubber body is reduced, and there is a risk that the laminated rubber body starts to fall. Therefore, when the mounting structure using the dowel pins is adopted, the horizontal force is reduced. It was necessary to determine the use limit of the laminated rubber body with the amount of deformation as the fall limit (rollout displacement) (see Non-Patent Document 1, for example).
  • the laminated rubber body and the upper and lower structures are Various studies have been conducted on the binding method.
  • the laminated rubber body is connected to the upper structure or the lower structure with bolts, if a large horizontal deformation occurs in the laminated rubber body, the vertical tensile force due to the rotational moment is exerted on the laminated rubber body. May cause damage to or damage to the laminated rubber body, damage to the structure due to excessive input to the superstructure or substructure, and, in addition, in a building structure with a large aspect ratio, There is a possibility that an excessive tensile force due to rocking acts on the laminated rubber body.
  • Patent Document 1 discloses that one mounting plate (flange plate) fixed to one end surface of the laminated rubber seismic isolation device and an outer edge of one end surface of the laminated rubber seismic isolation device. It is fixed to one mounting plate and to the mounting surface of the foundation or structure facing one end surface of the laminated rubber seismic isolation device inside the portion fixed to the one mounting plate. Since the other mounting plate is provided, when the lift occurs between the upper structure and the lower structure, the mutual fixing portion of both mounting plates can move upward, and the mounting plate can be bent. Since rigidity can be utilized, a technique is disclosed in which a large vertical tensile force does not act on the laminated rubber seismic isolation bearing device.
  • Patent Document 2 a thin-walled portion or an opening for reducing the bending rigidity of the flange member is formed in a portion between the outer periphery of the laminated rubber portion and the fixing portion to the structural member, and the laminated rubber body A technique for preventing the laminated rubber body from being damaged even when a pulling force is applied is disclosed.
  • Patent Document 3 discloses a configuration in which the bolt is fastened to the isolator and the structure via a buffer seat, for example, a disc spring, and is firmly tightened for horizontal movement, and the buffer seat is used for vertical movement. A technique for making a soft fastening is shown.
  • a buffer seat for example, a disc spring
  • Patent Document 4 discloses a mechanism for pulling out a seismic isolation device in which a cushion material such as a rubber sheet is interposed between a flange portion of a laminated rubber and a head portion of a bolt that tightly connects the casing. As shown, a structure consisting of a ring-shaped steel plate and rubber sheet is shown, and the cushion material can be deformed in the thickness direction, so even if an instantaneous lifting force is applied during an earthquake, etc., deformation or destruction of the cushion material A technique for releasing the force and applying no tensile force to the laminated rubber is shown.
  • a cushion material such as a rubber sheet
  • Patent Document 5 discloses a vertical motion seismic isolation body in which a laminated rubber body is arranged so that the shear direction of the laminated rubber body acts in the vertical direction against vertical vibration. Although it is different from the problem, the mounting bolt of the horizontal motion isolation body that shears in the horizontal direction and the laminated rubber body that constitutes the horizontal motion isolation body even if the upper structure is lifted up in the secondary direction Thus, a vertical tensile force does not act on the laminated rubber portion.
  • a laminated rubber body mounting plate is made to have a double structure as in Patent Document 1, or a flange is processed to reduce the bending rigidity of the flange member of the laminated rubber body as in Patent Document 2, so that the laminated rubber is processed.
  • the means for reducing the tensile force on the body involved a design change of the structure body of the laminated rubber body, which required cost and time and required a review of the installation space, and was not easily applicable.
  • the technique of interposing a cushioning material in the attachment portion of the laminated rubber body can reduce the tensile force applied to the laminated rubber due to lifting, and further increases the size of the laminated rubber body. It can be said that it is preferable because it can cope with the relaxation of the pulling force caused by horizontal deformation.
  • rust prevention of the contact portion of the steel material or a portion that causes elastic deformation becomes a problem.
  • the present invention has been made in view of such a situation, and without changing the shape of the mounting portion of the large-sized laminated rubber body, in the seismic isolation building structure having a large aspect ratio, the upper structure A joint that can absorb the amount of lift even when lift occurs, and can prevent damage or damage to the laminated rubber body by reducing the tensile force in the vertical direction against the elastic layer or adhesive layer of the laminated rubber body
  • An object of the present invention is to provide a member, and to provide a laminated rubber body provided with the joining member and a structure supported by the laminated rubber body.
  • the present invention provides a laminated rubber body joining member in which a flange plate is joined to each of upper and lower end surfaces of a laminated rubber portion in which elastic layers and reinforcing plates made of a rubber material are alternately laminated.
  • the laminated rubber body formed by joining the laminated rubber body to the upper structure or / and the lower structure through the flange plate while allowing the laminated rubber body and the structure to separate in the vertical direction, so-called floating.
  • the upper anchor plate fixed to the lower structure and / or the elastic member fixed to the lower anchor plate side is fixed.
  • the upper structure is lifted by rocking or the like, and a tensile force acts on the laminated rubber body mounting portion in the vertical direction. Even when the vertical lift occurs between the flange plate and the anchor plate as the lower structure, the joining member can cause a shear deformation in the vertical direction. In addition to being able to absorb the displacement, it is possible to prevent damage and damage to the laminated rubber body without applying excessive stress to the laminated rubber body.
  • the elastic member is a shear-shaped cylindrical rubber body, and is inserted into a mounting bolt hole drilled in the upper or / and lower flange plate.
  • the outer peripheral surface side which is one side, is joined to the flange plate
  • the inner peripheral surface side which is the other side of the shear-shaped cylindrical rubber body
  • the outer peripheral surface side of the cylindrical rubber body moves upward, and the inner peripheral surface side is fixed to the lower anchor plate or the like as the lower structure by mounting bolts. Therefore, it is possible to prevent the cylindrical rubber from undergoing shear deformation, absorbing upward floating, and generating a large tensile force in the elastic layer and adhesive layer of the laminated rubber body.
  • the sheared cylindrical rubber body is formed of a cylindrical steel material on an inner peripheral surface and an outer peripheral surface, and at least one cylindrical steel material is disposed between the inner peripheral surface and the outer peripheral surface.
  • a cylindrical rubber is disposed between the cylindrical steel materials, and each of the adjacent cylindrical steel materials and the cylindrical rubber can be formed into a laminated rubber shape having a concentric circular shape in cross-sectional view in which each is vulcanized and bonded.
  • the inner peripheral surface can be subjected to female threading that is screwed with the mounting bolt.
  • tubular steel material on the inner peripheral surface side of the shear-shaped tubular rubber body is arranged so that the upper or / and lower flange plate is separated from the upper or / and lower anchor plate.
  • a flange portion can be provided by expanding the diameter to the outer peripheral side so as to engage with the upper or / and lower flange plate.
  • a cylinder having a height sufficient to ensure a predetermined floating amount of the laminated rubber body between the tubular steel material on the inner peripheral surface side of the sheared cylindrical rubber body and the enormous portion of the mounting bolt.
  • An end portion of the outer circumferential surface side tubular steel material of the sheared tubular rubber body in a direction away from the upper or / and lower anchor plate, and the upper or / and lower flange plate A flange portion can be provided by expanding the diameter toward the outer peripheral side so as to be engaged.
  • a stopper for restricting deformation of the sheared tubular rubber body can be disposed between the sheared tubular rubber body and the mounting bolt.
  • the present invention is a laminated rubber body, characterized in that it comprises the laminated rubber body joining member described above.
  • an excessive tensile force does not act on the laminated rubber body, and an excessive tensile force does not act on the fixing portion of the laminated rubber body and the structure.
  • Safety can be improved.
  • the present invention is a structure which is supported by the laminated rubber body. As described above, an excessive tensile force does not act on the laminated rubber body and the fixing portion of the structure, and the safety as the seismic isolation structure can be improved.
  • the present invention even when a floating structure is generated in a building structure having a large aspect ratio without changing the shape of the attachment portion of the large laminated rubber body, the amount of the rising is absorbed.
  • FIG. 1 shows the attachment state of 1st Embodiment of the joining member for laminated rubber bodies concerning this invention (henceforth abbreviated as "joining member” suitably). It is a disassembled perspective view for demonstrating the attachment procedure of the joining member of FIG. It is a partially broken sectional view of the laminated rubber body and the structure to which the joining member of FIG. 1 is attached. It is sectional drawing which shows the deformation
  • the joining member 1 includes an upper structure 8 and a lower structure of a structure 13 as shown in FIG.
  • the laminated rubber body 7 interposed between the body 9 and the upper structure 8 and the lower structure 9 and the laminated rubber body 7 are joined to each other while allowing the raised structure to float.
  • the laminated rubber body 7 is formed by joining the flange plates 3 (3A, 3B) to the upper and lower end surfaces of the laminated rubber portion 6 in which the rubber layers 6a and the reinforcing plates 6b are alternately laminated, and the rubber layer 6a and the reinforcing plate.
  • the contact surfaces of 6b and the rubber layer 6a and the flange plate 3 are integrally formed by vulcanization adhesion.
  • a cylindrical lead plug 6c is enclosed in the through hole of the laminated rubber portion 6, and is sealed with two cap plates 6d.
  • the upper anchor plate 4B is fixed to the lower surface of the upper structure 8 via a headed stud 11B, and the lower anchor plate 4A is fixed to the upper surface of the lower structure 9 via a headed stud 11A.
  • the joining member 1 (1A, 1B) is attached to the extending portion of the flange plate 3 of the rubber body 7.
  • the joining member 1 is formed as a sheared cylindrical rubber body and has an inner peripheral surface side cylindrical steel material 1a having an insertion hole 1a ′ and an outer peripheral surface side having a flange portion 1e ′.
  • the rubber is firmly bonded to each other by an adhesive, and preferably vulcanized adhesive used for the laminated rubber portion 6 or the like.
  • the joining member 1 is formed in a laminated rubber shape that is concentric in a sectional view.
  • the cylindrical steel materials 1a, 1c, and 1e are cylinders formed by bending a general structural rolled steel plate, hot rolled mild steel plate, or cold rolled steel plate that is usually used for laminated rubber bodies into a cylindrical shape with a predetermined diameter.
  • a shaped steel plate may be used, or a cylindrical steel pipe formed in a cylindrical shape such as a carbon steel pipe may be used.
  • non-metallic materials such as synthetic resin and aluminum can also be used.
  • the rubber material used for the cylindrical rubbers 1b and 1d is preferably a material that has excellent mechanical properties, is small in secular change, and has favorable environmental properties such as water resistance and ozone resistance.
  • a natural rubber or a synthetic rubber may be used, or a rubber material obtained by mixing natural rubber and synthetic rubber may be used.
  • the mounting bolt 2 is a hexagon socket head cap screw, and a hexagon socket 2c is formed in the head (enlarged portion) 2a and has a male screw portion 2b.
  • the cap nut 5 has a large diameter portion 5a and a small diameter portion 5b, and has a female screw portion 5c that opens on the upper surface of the small diameter portion 5b.
  • the small diameter portion 5b of the cap nut 5 is accommodated in the through hole 4a of the anchor plate 4, and the joining member 1 is accommodated in the through hole 3a of the flange plate 3.
  • the flange portion 1 e ′ of the outer peripheral surface side cylindrical steel material 1 e of the joining member 1 is brought into contact with the upper surface of the flange plate 3, the flange plate 3 and the anchor plate 4 are overlapped, and the mounting bolt 2 is joined.
  • the male screw portion 2 b of the mounting bolt 2 and the female screw portion 5 c of the cap nut 5 are screwed together.
  • the inner peripheral surface side cylindrical steel material 1a of the joining member 1 is firmly held between the enormous portion 2a of the mounting bolt 2 and the small diameter portion 5b of the cap nut 5, and is fixedly fixed to the anchor plate 4.
  • the flange portion 1 e ′ of the outer peripheral surface side cylindrical steel material 1 e of the joining member 1 is joined to the upper surface of the flange plate 3.
  • the joining member 1 is interposed between each of the plurality of mounting bolts 2A of the laminated rubber body 7 between the lower flange plate 3A and the lower anchor plate 4A, and the upper flange plate. Between 3B and the upper anchor plate 4B, each of the plurality of mounting bolts 2B of the laminated rubber body 7 is interposed in the same manner as described above.
  • Shear deformation can be generated, the upward rising of the laminated rubber body 7 is absorbed, and a large tensile force is prevented from being generated in the elastic layer, the adhesive layer, etc. of the laminated rubber body 7, and the laminated rubber body 7 is damaged. And breakage can be prevented.
  • the flange plate 3 can be easily deformed in the lifting direction, in other words, the shearing direction of the joining member 1.
  • Deformation from the outer peripheral surface of the concentrically laminated members that are orthogonal to each other in the direction of the central axis (so-called compression deformation), in other words, transmission of the horizontal force of the laminated rubber body 7 that supports the structure 13
  • it can be used without any special consideration in comparison with the state of force transmission by a conventional mounting bolt.
  • the horizontal force acting on the laminated rubber body 7 causes the concentric cylindrical lamination of the joining member 1. Slight deformation that occurs when acting from the outer peripheral surface of the rubber toward the center can prevent concentration on a specific mounting bolt, and can also avoid individual destruction that may occur with conventional mounting bolts. .
  • the floating of the flange plate 3 is caused by a fall phenomenon (rollout phenomenon) accompanying horizontal shear deformation of the laminated rubber body 7 disposed between the upper structure 8 and the lower structure 9, and the upper structure. 8, even when it is not perpendicular to the axis of the mounting bolt 2 but at an angle with the axis, bending deformation occurs in the cylindrical rubbers 1 b and 1 d of the joining member 1, and the flange plate 3 floats. There will be no sag or friction that would be a great resistance.
  • the vertical excess of the rubber material and the adhesive layer in the range where the lifting occurs is caused.
  • the soundness of the laminated rubber body 7 can be secured, and a significant increase in the horizontal force due to the hardening phenomenon that appears when the laminated rubber body 7 undergoes a large horizontal shear deformation can be suppressed. Therefore, it is possible to prevent the seismic isolation cycle from being shortened under a large horizontal shear deformation, to obtain a long cycle in a wide range, and to secure safety during a large earthquake.
  • the flange portion 1e ′ of the outer peripheral surface side cylindrical steel material 1e of the joining member 1 is bonded to the upper surface of the flange plate 3.
  • the outer peripheral surface side cylindrical shape is not provided without providing the flange portion 1e ′.
  • the outer peripheral surface of the steel material 1e and the inner peripheral surface of the through hole 3a of the flange plate 3 can be fitted together, and the outer peripheral surface side cylindrical steel material 1e can be fixed to the flange plate 3.
  • the flange member 1e ′ is The flange plate 3 may be mechanically fixed with a fixing screw or the like.
  • This joining member 21 is different only in that it has an inner circumferential surface side cylindrical steel material 21a extending upward from the upper surface of the joining member 1 on the inner circumferential surface side cylindrical steel material 1a of the joining member 1 shown in FIG.
  • the configuration of is the same as that of the joining member 1.
  • a hexagon bolt is used instead of the hexagon socket head bolt as the mounting bolt 2 of FIG.
  • the flange plate 3, the anchor plate 4, and the cap nut 5 use the thing similar to 1st Embodiment, illustration is abbreviate
  • the joint member 21 is provided with the inner peripheral surface side cylindrical steel material 21a because, as shown in FIG. 4, the anchor plate fixed to the flange plate 3 of the laminated rubber body 7 and the lower structure 9 in the event of an earthquake or the like. 4, the head 22 a of the mounting bolt 22 and a portion other than the inner peripheral surface side cylindrical steel material 21 a of the joining member 21 do not come into contact with each other even if the vertical lifting occurs. . Thereby, the laminated rubber body 7 can be joined to the upper structure 8 and the lower structure 9 shown in FIG. 3 while ensuring a predetermined floating amount of the laminated rubber body 7 by the joining member 21.
  • the attachment procedure and operation of the joining member 21 are the same as those of the joining member 1 shown in FIG. 1 to FIG.
  • the joining member 1 shown in FIG. 1 is used, a hexagon bolt is used as the mounting bolt 22, and the head 22a of the mounting bolt 22 and the inner peripheral surface side cylindrical steel material 1a of the joining member 1 are used.
  • a collar 24 is interposed.
  • the flange plate 3, the anchor plate 4 and the cap nut 5 are the same as those in the first embodiment, and the illustration thereof is omitted, but the joining member 1, the mounting bolt 22 and the collar 24 are shown in FIG. It can be used for the object 13.
  • the collar 24 is provided, as shown in FIG. 4, in the event of an earthquake or the like, the anchor plate 4 fixed to the flange plate 3 and the lower structure 9 of the laminated rubber body 7.
  • the head 22a of the mounting bolt 22 and the portion other than the inner peripheral surface side cylindrical steel material 1a of the joining member 1 are prevented from coming into contact with each other even when the vertical lift occurs.
  • the laminated rubber body 7 can be joined to the upper structure 8 and the lower structure 9 shown in FIG. 3 while ensuring a predetermined floating amount of the laminated rubber body 7 by the joining member 1.
  • the attachment procedure and operation of the joining member 1 are the same as those of the joining member 1 shown in FIGS.
  • This joining member 31 is different from the joining member 1 shown in FIG. 1 only in that an internal thread portion 31b is screwed on the inner surface of the inner peripheral surface side cylindrical steel material 31a, and the other configuration is the same as the joining member 1.
  • a hexagon socket set screw is used instead of the hexagon socket bolt as the mounting bolt 2 of FIG.
  • the joining member 31 is changed to the joining member 1, and the attachment bolt 32 is attached to the attachment bolt 2. It can replace with and can be used for the structure 13 shown in FIG.
  • the internal thread 31b of the joining member 31 accommodated in the through hole 3a of the flange plate 3 and the external thread 32a of the mounting bolt 32 are screwed together, and the mounting bolt 32 and the cap nut 5 are further screwed together.
  • the inner peripheral surface side cylindrical steel material 31a of the joining member 31 is fixed to the anchor plate 4 in a stationary manner. As a result, as shown in FIG.
  • the joining member 1 can cause shear deformation in the vertical direction, absorbs the upward floating of the laminated rubber body 7, and prevents a large tensile force from being generated in the elastic layer, the adhesive layer and the like of the laminated rubber body 7.
  • the laminated rubber body 7 can be prevented from being damaged or broken.
  • the joining member 1 shown in FIG. 1 is used, and a hexagon socket head bolt having a neck length longer than that of the mounting bolt 2 shown in FIG.
  • a lift prevention stopper 43 is interposed between the portion 42 a and the inner peripheral surface side cylindrical steel material 1 a of the joining member 1.
  • the lift prevention stopper 43 is made of steel or the like and includes a flange portion 43b at the upper end portion of a cylindrical main body 43a.
  • the flange plate 3, the anchor plate 4, and the cap nut 5 are the same as those in the first embodiment, and the illustration thereof is omitted.
  • the joining member 1, the mounting bolt 42, and the lifting prevention stopper 43 are shown in FIG. It can be used for the structure 13 shown.
  • the anti-lifting stopper 43 is provided between the flange plate 3 of the laminated rubber body 7 and the anchor plate 4 fixed to the lower structure 9 during an earthquake or the like in the vertical direction. 8, the head 42 a of the mounting bolt 42 and the portion other than the inner peripheral surface side cylindrical steel material 1 a of the joining member 1 are not contacted with each other in FIG.
  • the outer peripheral surface side cylindrical steel material 1e of the joining member 1 is moved upward by this, the outer peripheral surface side cylindrical steel material 1e comes into contact with the lower surface of the flange portion 43b of the lifting prevention stopper 43 and further moves upward. It is to prevent.
  • the laminated rubber body 7 is attached to the upper structure body 8 and the lower structure body 9 shown in FIG. 3 while securing a predetermined floating amount of the laminated rubber body 7 as in the joining member 1 shown in FIG.
  • the joint member 1 is excessively sheared, in other words, when a large lifting amount that exceeds a predetermined set amount occurs, the outer peripheral surface side cylindrical steel material 1e is lifted by the stopper 43. Since the amount of shear deformation of the cylindrical rubbers 1b and 1d of the joining member 1 can be controlled within a safe range by coming into contact with the lower surface of the flange portion 43b, the laminated rubber body 7 can be prevented from being damaged.
  • a washer 23 as a lift prevention stopper is further interposed between the head 22a of the mounting bolt 22 and the cylindrical steel material 21a on the inner peripheral surface side of the joining member 21 in the joining structure shown in FIG. Disguise.
  • this washer 23 As shown in FIG. 4, it floats in the vertical direction between the flange plate 3 of the laminated rubber body 7 and the anchor plate 4 fixed to the lower structure 9 during an earthquake or the like.
  • the head 22 a of the mounting bolt 22 and the portion other than the inner peripheral surface side cylindrical steel material 21 a of the joining member 21 are prevented from coming into contact with each other and joined by the above-described vertical lifting.
  • the outer peripheral surface side cylindrical steel material 21e of the member 21 moves upward, it is possible to prevent the outer peripheral surface side cylindrical steel material 21e from coming into contact with the lower surface of the washer 23 and further moving upward.
  • the laminated rubber body 7 is joined to the upper structure 8 and the lower structure 9 shown in FIG. 3 while securing a predetermined floating amount of the laminated rubber body 7 as in the joining structure shown in FIG.
  • the outer peripheral surface side cylindrical steel material 21 e comes into contact with the lower surface of the washer 23. Since the shear deformation amount of the cylindrical rubbers 21b and 21d of the joining member 21 can be suppressed within a safe range, the laminated rubber body 7 can be prevented from being damaged.
  • a washer 23 as an anti-lifting stopper is interposed between the head 22a of the mounting bolt 22 and the upper surface of the collar 24 in the joining structure shown in FIG.
  • the laminated rubber body 7 is secured to the upper portion shown in FIG. 3 while ensuring a predetermined floating amount of the laminated rubber body 7 shown in FIG. 4 as in the joint structure shown in FIGS.
  • the outer peripheral surface side cylindrical steel material 1e is placed on the lower surface of the washer 23. Since the amount of shear deformation of the cylindrical rubbers 1b and 1d of the joining member 1 can be suppressed within a safe range, damage to the rubber material can be prevented.
  • the joining member 31 shown in FIG. 7 is used, a hexagon socket set screw having a longer overall length than the mounting bolt 32 shown in FIG. 7 is used as the mounting bolt 35, and the male thread portion 35a of the mounting bolt 35 is used.
  • the female threaded portion 36a of the anti-lifting stopper 36 is screwed into this.
  • the laminated rubber body 7 is secured to the upper portion shown in FIG. 3 while ensuring a predetermined floating amount of the laminated rubber body 7 shown in FIG. 4 as in the joint structure shown in FIGS.
  • the joining member 31 can be joined to the structure 8 and the lower structure 9 and a large lifting amount equal to or larger than a predetermined set amount is generated, the outer peripheral surface side cylindrical steel material 31e is lifted up. Since the amount of shear deformation of the cylindrical rubbers 31b and 31d of the joining member 31 can be suppressed within a safe range, damage to the rubber material can be prevented.
  • the joining member 1 and the like are provided with three cylindrical steel materials 1a, 1c, and 1e and cylindrical rubbers 1b and 1d interposed between the cylindrical steel materials.
  • it may be configured by two cylindrical steel materials 1a and 1e without providing the intermediate cylindrical steel material 1c, and conversely, a plurality of intermediate cylindrical steel materials 1c may be provided. it can.
  • the anti-lifting stopper is provided, if a cushioning sheet is disposed between the stopper and the joining member, impact at the time of contact can be reduced.
  • the joining member for laminated rubber bodies according to the present invention is not limited to the above-mentioned sheared cylindrical rubber body, and one side follows the vertical separation of the lower flange plate 3A or the upper flange plate 3B by shear deformation.
  • the lower flange plate 3A or the upper flange plate 3B is joined, and the other side is fixed to the lower anchor plate 4A side fixed to the lower structure 9 or the upper anchor plate 4B side fixed to the upper structure 8.
  • Any elastic member that is fixed is a target.

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  • Connection Of Plates (AREA)

Abstract

Provided are joining members or the like which do not entail large-scale changes in the shape of a laminated rubber body mounting section and which, even if an uplift occurs in a seismic-isolated building structure or the like having a large aspect ratio, are capable of preventing failure of or other damage to the laminated rubber body while absorbing the uplift. The laminated rubber body joining members (1) or the like join the laminated rubber body (7) to an upper structural body (8) and/or a lower structural body (9), with flange plates interposed therebetween, in such a way that an uplift of the laminated rubber body (7) is tolerated, the aforementioned rubber body (7) being formed so that flange plates (3) are joined to the upper and lower end faces of a laminated rubber section (6) that is formed by alternately laminating rubber layers (6a) and reinforcing plates (6b). The aforementioned laminated rubber body joining members (1) or the like each have one side (1e) that is joined to a flange plate so that vertical deflection of an upper flange plate and/or a lower flange plate is followed by shear deformation, and another side (1a) that is immovably fixed to an upper anchor plate and/or a lower anchor plate fixed to an upper structural body and/or a lower structural body.

Description

積層ゴム体用接合部材並びに該接合部材を用いた積層ゴム体及び構造物LAMINATED RUBBER BODY JOINING MEMBER AND LAMINATED RUBBER BODY AND STRUCTURE USING THE JOINING MEMBER
 本発明は、建築構造物における免震構造に用いられる積層ゴム体に用いる接合部材、並びに該接合部材を用いた積層ゴム体及び構造物に関する。 The present invention relates to a joining member used for a laminated rubber body used in a seismic isolation structure in a building structure, and a laminated rubber body and a structure using the joining member.
 建築構造物及び土木構造物の支承取付構造、特に、建築構造物における免震構造に用いられる積層ゴム体、土木構造物における免震構造及び水平力分散構造に用いられる積層ゴム体は、その積層ゴム体の構造上、圧縮方向には大きな耐力を有し、上部構造物の荷重を支持することができるものの、引張方向の耐力は圧縮方向に比べ劣るものである。 Bearing mounting structure for building structures and civil engineering structures, especially laminated rubber bodies used for seismic isolation structures in building structures, laminated rubber bodies used for seismic isolation structures and horizontal force distribution structures in civil engineering structures Due to the structure of the rubber body, it has a large yield strength in the compression direction and can support the load of the upper structure, but the yield strength in the tensile direction is inferior to that in the compression direction.
 そのため、免震装置としての積層ゴム体の開発初期段階では、積層ゴム体に引張力を作用させず、その引張力によって生じる積層ゴム体の損傷や破断を防止するため、積層ゴム体と上部及び下部構造物との取付けをダウエルピンによる連結で行い、設計者を上下方向の引張力の検討から解放していた。 Therefore, at the initial stage of development of a laminated rubber body as a seismic isolation device, a tensile force is not applied to the laminated rubber body, and the laminated rubber body and the upper part are The substructure was attached by connecting with dowel pins, and the designer was freed from studying the tensile force in the vertical direction.
 この取付構造は、図12に示すように、積層ゴム体64のフランジプレート66、67を、構造物61の基礎等の下部構造物69に固着されたアンカープレート65、及び上部構造物70に固着されたアッパープレート68に、取付ボルト62と袋ナット63とを用いて固定し、大きな水平変形が積層ゴム体64に作用すると、積層ゴム体64の上面64aと下面64bの水平方向の相対的なずれにより、積層ゴム体64に回転モーメントが生じ、積層ゴム体64の取付構造部分に鉛直方向の引き抜き力が生じる。しかし、積層ゴム体64と、フランジプレート66、67に突設されたダウエルピン71が離反することで、引き抜き力を解放することができ、大きな地震により引き起こされた大きな水平変形であっても、積層ゴム体64の鉛直方向に過大な引張力が生じない。このため、積層ゴム体64の損傷や破損を好ましく防止することができ、更に、上部構造物70の積層ゴム体64との取付部分にも過大な入力を作用させないので、上部構造物70の損傷も防止し得る効果があった。 In this mounting structure, as shown in FIG. 12, the flange plates 66 and 67 of the laminated rubber body 64 are fixed to the anchor plate 65 fixed to the lower structure 69 such as the foundation of the structure 61 and the upper structure 70. When the mounting bolt 62 and the cap nut 63 are fixed to the upper plate 68, and a large horizontal deformation acts on the laminated rubber body 64, the relative relationship between the upper surface 64a and the lower surface 64b of the laminated rubber body 64 in the horizontal direction. Due to the deviation, a rotational moment is generated in the laminated rubber body 64, and a vertical pulling force is generated in the mounting structure portion of the laminated rubber body 64. However, when the laminated rubber body 64 and the dowel pins 71 protruding from the flange plates 66 and 67 are separated from each other, the pulling force can be released, and even if the horizontal deformation caused by a large earthquake is caused, An excessive tensile force is not generated in the vertical direction of the rubber body 64. For this reason, damage and breakage of the laminated rubber body 64 can be preferably prevented, and further, excessive input is not applied to the attachment portion of the upper structure 70 to the laminated rubber body 64, so that the upper structure 70 is damaged. There was also an effect that could be prevented.
 しかし、前記ダウエルピン式の接合方法によると、大きな水平変形時には、ダウエルピン部分が離反し、支承取付構造部分に鉛直方向の引張力が作用しないものの、離反の程度が更に大きくなると、ダウエルピンが抜け、積層ゴム体自体に変形が生じる虞があった。このような状態になると、積層ゴム体の水平抵抗力が低下し、積層ゴム体が転倒を始める危険性もあるため、ダウエルピンを用いた取付構造を採用する場合には、水平力の低下を生じる変形量を転倒限界(ロールアウト変位)として、積層ゴム体の使用限界を定める必要があった(例えば、非特許文献1参照)。 However, according to the dowel pin type joining method, at the time of large horizontal deformation, the dowel pin part is separated, and the tensile force in the vertical direction does not act on the bearing mounting structure part. However, if the degree of separation is further increased, the dowel pin is detached and laminated. There was a risk of deformation in the rubber body itself. In such a state, the horizontal resistance force of the laminated rubber body is reduced, and there is a risk that the laminated rubber body starts to fall. Therefore, when the mounting structure using the dowel pins is adopted, the horizontal force is reduced. It was necessary to determine the use limit of the laminated rubber body with the amount of deformation as the fall limit (rollout displacement) (see Non-Patent Document 1, for example).
 そのため、積層ゴム体と上部及び下部構造体との連結には、一般的に、前出した転倒限界を考慮しなくてよい取付ボルトによる緊結手段が広く用いられるようになり、積層ゴム体の設計者は、積層ゴム体の引張方向の耐力が低いことを十分理解し、また、多くの実験検証によりその特性を把握した上で、積層ゴム体に引張力を生じさせない、又は生じても引張方向の耐力を考慮し、高い安全率を確保した状態で設計が行われるようになった。 For this reason, in general, a fastening means using a mounting bolt that does not need to consider the above-mentioned fall limit has been widely used to connect the laminated rubber body and the upper and lower structures. The person who fully understands that the tensile strength of the laminated rubber body is low and, after grasping the characteristics by many experimental verifications, does not cause the laminated rubber body to generate a tensile force or the tensile direction does not occur. Considering the proof stress, the design has been carried out with a high safety factor secured.
 しかし、近年、建築構造物の免震設計は、高層建築物への適用や、アスペクト比の大きな建築構造物への適用が進められ、それに伴って、高い引張能力を有する積層ゴム体の開発や、積層ゴム体に鉛直方向の耐力以上の引張力を伝達させないようにするため、上部構造物と地盤との間に浮上り防止装置を設ける工夫が行われるようになってきている。 However, in recent years, the seismic isolation design of building structures has been applied to high-rise buildings and building structures with a large aspect ratio. In order to prevent the laminated rubber body from being transmitted with a tensile force that is higher than the yield strength in the vertical direction, a device for providing an anti-lifting device between the upper structure and the ground has been devised.
 更に、上部構造物と地盤との間に配される浮上り防止装置の工夫以外にも、積層ゴム体に大きな引張力を伝達させないようにするため、積層ゴム体と上部及び下部構造体との緊結方法について種々研究されている。 Furthermore, in addition to the device of the anti-lifting device arranged between the upper structure and the ground, in order to prevent a large tensile force from being transmitted to the laminated rubber body, the laminated rubber body and the upper and lower structures are Various studies have been conducted on the binding method.
 このように、積層ゴム体をボルトにより上部構造物又は下部構造物と緊結する連結構造を採れば、大きな水平変形が積層ゴム体に生じた場合、積層ゴム体に回転モーメントによる鉛直方向の引張力が作用し、積層ゴム体の損傷や破損、上部構造物又は下部構造物への過大な入力による構造物の損傷の虞があり、更には、アスペクト比の大きな建築構造物においては、地震時のロッキングによる過大な引張力が積層ゴム体に作用する虞があった。一方、鉛直方向の引張力を回避するためダウエルピン式の連結構造を採れば、転倒限界の制限があり、ボルトによる連結構造及びダウエルピン式の連結構造のいずれにおいても、積層ゴム体の連結方法を選択する上で、共に満足できる構造ではなかった。 In this way, if the laminated rubber body is connected to the upper structure or the lower structure with bolts, if a large horizontal deformation occurs in the laminated rubber body, the vertical tensile force due to the rotational moment is exerted on the laminated rubber body. May cause damage to or damage to the laminated rubber body, damage to the structure due to excessive input to the superstructure or substructure, and, in addition, in a building structure with a large aspect ratio, There is a possibility that an excessive tensile force due to rocking acts on the laminated rubber body. On the other hand, if a dowel pin type connection structure is adopted in order to avoid the tensile force in the vertical direction, there is a limit on the fall limit, and the connection method of laminated rubber bodies is selected for both the bolt connection structure and the dowel pin type connection structure. However, the structure was not satisfactory.
 そこで、例えば、特許文献1には、積層ゴム免震支承装置の一方の端面に固着された一方の取付板(フランジプレート)と、積層ゴム免震支承装置の一方の端面の外縁よりも外側で一方の取付板と固着されていると共に、この一方の取付板に固着されている部位よりも内側において、積層ゴム免震支承装置の一方の端面に対面する基礎又は構造物の取付面に固着されている他方の取付板を備えているため、上部構造物と下部構造物の間に浮上りが生じた場合、両取付板の相互の固着部位が上方に移動することができ、取付板の曲げ剛性を利用できるので、積層ゴム免震支承装置へ大きな鉛直方向の引張力が作用しない技術が開示されている。 Therefore, for example, Patent Document 1 discloses that one mounting plate (flange plate) fixed to one end surface of the laminated rubber seismic isolation device and an outer edge of one end surface of the laminated rubber seismic isolation device. It is fixed to one mounting plate and to the mounting surface of the foundation or structure facing one end surface of the laminated rubber seismic isolation device inside the portion fixed to the one mounting plate. Since the other mounting plate is provided, when the lift occurs between the upper structure and the lower structure, the mutual fixing portion of both mounting plates can move upward, and the mounting plate can be bent. Since rigidity can be utilized, a technique is disclosed in which a large vertical tensile force does not act on the laminated rubber seismic isolation bearing device.
 また、特許文献2には、積層ゴム部の外周と構造部材への固定部との間の部位に、フランジ部材の曲げ剛性を低下させるための薄肉部又は開口部を形成し、積層ゴム体に引き抜き力が作用しても積層ゴム体が損傷することを防止する技術が開示されている。 In Patent Document 2, a thin-walled portion or an opening for reducing the bending rigidity of the flange member is formed in a portion between the outer periphery of the laminated rubber portion and the fixing portion to the structural member, and the laminated rubber body A technique for preventing the laminated rubber body from being damaged even when a pulling force is applied is disclosed.
 更に、特許文献3には、アイソレーターと構造物の緊結を緩衝座、例えば皿バネを介してボルト締結する構成が開示され、水平動には強固な締結、上下動に対しては緩衝座を介した柔らかな締結とする技術が示されている。 Further, Patent Document 3 discloses a configuration in which the bolt is fastened to the isolator and the structure via a buffer seat, for example, a disc spring, and is firmly tightened for horizontal movement, and the buffer seat is used for vertical movement. A technique for making a soft fastening is shown.
 また、特許文献4には、積層ゴムのフランジ部と躯体を緊結するボルトの頭部の間にゴムシート等のクッション材を介在させた免震装置の引き抜き対応機構が開示されており、クッション材として、リング状の鋼板とゴムシート等からなる構成が示され、クッション材が厚み方向に変形可能であるため、地震時等に瞬間的な浮上り力が加わっても、クッション材の変形又は破壊によって力を逃がし、積層ゴムに引張力を掛けない技術が示されている。 Further, Patent Document 4 discloses a mechanism for pulling out a seismic isolation device in which a cushion material such as a rubber sheet is interposed between a flange portion of a laminated rubber and a head portion of a bolt that tightly connects the casing. As shown, a structure consisting of a ring-shaped steel plate and rubber sheet is shown, and the cushion material can be deformed in the thickness direction, so even if an instantaneous lifting force is applied during an earthquake, etc., deformation or destruction of the cushion material A technique for releasing the force and applying no tensile force to the laminated rubber is shown.
 更に、特許文献5には、上下方向の振動に対して積層ゴム体のせん断方向を鉛直方向に作用するように積層ゴム体を配した上下動免震体が開示されており、解決しようとする課題とは異なるものの、副次的に上方向に上部構造体が浮上りを生じた場合でも、水平方向にせん断する水平動免震体の取付ボルト並びに水平動免震体を構成する積層ゴム体の積層ゴム部分に上下方向の引張力が作用しない構成となっている。 Furthermore, Patent Document 5 discloses a vertical motion seismic isolation body in which a laminated rubber body is arranged so that the shear direction of the laminated rubber body acts in the vertical direction against vertical vibration. Although it is different from the problem, the mounting bolt of the horizontal motion isolation body that shears in the horizontal direction and the laminated rubber body that constitutes the horizontal motion isolation body even if the upper structure is lifted up in the secondary direction Thus, a vertical tensile force does not act on the laminated rubber portion.
日本特開2005-163281号公報Japanese Patent Laid-Open No. 2005-163281 日本特開2002-195327号公報Japanese Unexamined Patent Publication No. 2002-195327 日本特開平10-110551号公報Japanese Unexamined Patent Publication No. 10-110551 日本特開平11-153191号公報Japanese Unexamined Patent Publication No. 11-153191 日本特開2000-130506号公報Japanese Unexamined Patent Publication No. 2000-130506
 しかしながら、特許文献1のように積層ゴム体の取付板を二重構造にしたり、特許文献2のように積層ゴム体のフランジ部材の曲げ剛性を低下させるためフランジに加工を施すことにより、積層ゴム体への引張力を低減させる手段は、積層ゴム体の構造本体の設計変更を伴い、費用も時間もかかる上に、据え付けスペースの見直しも必要になり、簡単に適用できるものではなかった。 However, a laminated rubber body mounting plate is made to have a double structure as in Patent Document 1, or a flange is processed to reduce the bending rigidity of the flange member of the laminated rubber body as in Patent Document 2, so that the laminated rubber is processed. The means for reducing the tensile force on the body involved a design change of the structure body of the laminated rubber body, which required cost and time and required a review of the installation space, and was not easily applicable.
 その点では、特許文献3、特許文献4のような、積層ゴム体の取付部分に緩衝材を介在させる技術は、浮上りによる積層ゴムへの引張力を低減でき、更には積層ゴム体の大きな水平変形により生じる引き抜き力の緩和にも対応できて好ましいといえるが、特許文献3のように鋼材からなる皿ばねを組み合わせる場合は、鋼材の接触部や弾性変形を生じる部分の防錆が問題となり、特許文献4のようにリング状の鋼板とゴムシート等からなるクッション材として筒状のゴム座金を用いる場合は、ゴム材料の圧縮特性を利用した単なる円筒状の形態であるために、圧縮時においては筒状内径方向にゴム材料が膨出し、取付ボルトとの緩衝を生じ、筒状ゴム座金からなる緩衝材の破損に繋がる虞があった。 In that respect, the technique of interposing a cushioning material in the attachment portion of the laminated rubber body, such as Patent Document 3 and Patent Document 4, can reduce the tensile force applied to the laminated rubber due to lifting, and further increases the size of the laminated rubber body. It can be said that it is preferable because it can cope with the relaxation of the pulling force caused by horizontal deformation. However, when combining a disc spring made of steel as in Patent Document 3, rust prevention of the contact portion of the steel material or a portion that causes elastic deformation becomes a problem. In the case of using a cylindrical rubber washer as a cushion material made of a ring-shaped steel plate and a rubber sheet as in Patent Document 4, since it is a simple cylindrical form utilizing the compression characteristics of the rubber material, In this case, the rubber material bulges in the direction of the cylindrical inner diameter, causing a shock with the mounting bolt, which may lead to damage to the buffer material made of the cylindrical rubber washer.
 本発明は、このような状況に鑑みてなされたものであって、大掛かりな積層ゴム体の取付部分の形状変更を行わずに、アスペクト比の大きな免震建築構造物等において、上部構造物に浮上りが生じた場合でも、当該浮上り量を吸収できると共に、積層ゴム体の弾性層や接着層に対する鉛直方向の引張力を低減して積層ゴム体の破損や損傷を防止することのできる接合部材を提供するとともに、該接合部材を備えた積層ゴム体及び該積層ゴム体により支持される構造物を提供することを目的とする。 The present invention has been made in view of such a situation, and without changing the shape of the mounting portion of the large-sized laminated rubber body, in the seismic isolation building structure having a large aspect ratio, the upper structure A joint that can absorb the amount of lift even when lift occurs, and can prevent damage or damage to the laminated rubber body by reducing the tensile force in the vertical direction against the elastic layer or adhesive layer of the laminated rubber body An object of the present invention is to provide a member, and to provide a laminated rubber body provided with the joining member and a structure supported by the laminated rubber body.
 上記目的を達成するため、本発明は、積層ゴム体用接合部材であって、ゴム材料からなる弾性層と補強板とを交互に積層した積層ゴム部の上下端面の各々にフランジプレートが接合されて形成された積層ゴム体を、該フランジプレートを介して上部構造体又は/及び下部構造体に、該積層ゴム体と前記構造物との鉛直方向の離反いわゆる浮上りを許容しながら接合する積層ゴム体用接合部材であって、一方側が前記上側フランジプレート又は/及び下側フランジプレートの鉛直方向の離反に対してせん断変形により追従するように該フランジプレートと接合され、他方側が前記上部構造体又は/及び下部構造体に固定された上側アンカープレート又は/及び下側アンカープレート側に不動に固定される弾性部材からなることを特徴とする。 In order to achieve the above object, the present invention provides a laminated rubber body joining member in which a flange plate is joined to each of upper and lower end surfaces of a laminated rubber portion in which elastic layers and reinforcing plates made of a rubber material are alternately laminated. The laminated rubber body formed by joining the laminated rubber body to the upper structure or / and the lower structure through the flange plate while allowing the laminated rubber body and the structure to separate in the vertical direction, so-called floating. A joining member for a rubber body, wherein one side is joined to the flange plate so as to follow the vertical separation of the upper flange plate and / or the lower flange plate by shear deformation, and the other side is the upper structure. Alternatively, the upper anchor plate fixed to the lower structure and / or the elastic member fixed to the lower anchor plate side is fixed.
 そして、本発明によれば、アスペクト比の大きな免震建築構造物等においてロッキング等により上部構造体に浮上りが生じ、積層ゴム体取付部に鉛直方向に引張力が作用し、積層ゴム体のフランジプレートと下部構造体としてのアンカープレート等との間に、鉛直方向に浮上りを生じた場合であっても、該接合部材が鉛直方向にせん断変形を生じることができるため、鉛直方向に生じる変位を吸収できる上に過大な応力を積層ゴム体に作用させず、積層ゴム体の破損や損傷を防止することができる。 According to the present invention, in the base-isolated building structure having a large aspect ratio, the upper structure is lifted by rocking or the like, and a tensile force acts on the laminated rubber body mounting portion in the vertical direction. Even when the vertical lift occurs between the flange plate and the anchor plate as the lower structure, the joining member can cause a shear deformation in the vertical direction. In addition to being able to absorb the displacement, it is possible to prevent damage and damage to the laminated rubber body without applying excessive stress to the laminated rubber body.
 上記積層ゴム体用接合部材において、前記弾性部材をせん断形筒状ゴム体とし、前記上側又は/及び下側フランジプレートに穿設された取付ボルト孔に挿入され、該せん断形筒状ゴム体の一方側である外周面側を前記フランジプレートに接合し、該せん断形筒状ゴム体の他方側である内周面側を該せん断形筒状ゴム体を挿通する取付用ボルトを介して前記上側又は/及び下側アンカープレート側に不動に固定することができる。これにより、例えば下側フランジプレートが浮き上った場合、筒状ゴム体の外周面側が上方に移動し、内周面側は取付ボルトによって下部構造体としての下側アンカープレート等に不動に固定されるため、筒状ゴムがせん断変形を生じ、上方への浮上りを吸収し、積層ゴム体の弾性層、接着層に大きな引張力が生じるのを防止できる。 In the laminated rubber body joining member, the elastic member is a shear-shaped cylindrical rubber body, and is inserted into a mounting bolt hole drilled in the upper or / and lower flange plate. The outer peripheral surface side, which is one side, is joined to the flange plate, and the inner peripheral surface side, which is the other side of the shear-shaped cylindrical rubber body, is connected to the upper side via a mounting bolt that passes through the shear-shaped cylindrical rubber body. Or / and can be fixed to the lower anchor plate side. Thus, for example, when the lower flange plate is lifted, the outer peripheral surface side of the cylindrical rubber body moves upward, and the inner peripheral surface side is fixed to the lower anchor plate or the like as the lower structure by mounting bolts. Therefore, it is possible to prevent the cylindrical rubber from undergoing shear deformation, absorbing upward floating, and generating a large tensile force in the elastic layer and adhesive layer of the laminated rubber body.
 上記積層ゴム体用接合部材において、前記せん断形筒状ゴム体を、内周面及び外周面が筒状鋼材からなり、更に該内周面と外周面の間に筒状鋼材が少なくとも一つ配され、各筒状鋼材間には円筒状ゴムが配され、隣接する筒状鋼材及び円筒状ゴムの各々が互いに加硫接着された断面視同心円状の積層ゴム形状とすることができる。 In the laminated rubber body joining member, the sheared cylindrical rubber body is formed of a cylindrical steel material on an inner peripheral surface and an outer peripheral surface, and at least one cylindrical steel material is disposed between the inner peripheral surface and the outer peripheral surface. In addition, a cylindrical rubber is disposed between the cylindrical steel materials, and each of the adjacent cylindrical steel materials and the cylindrical rubber can be formed into a laminated rubber shape having a concentric circular shape in cross-sectional view in which each is vulcanized and bonded.
 上記積層ゴム体用接合部材において、前記内周面に前記取付ボルトと螺合する雌ねじ加工を施すことができる。 In the laminated rubber body joining member, the inner peripheral surface can be subjected to female threading that is screwed with the mounting bolt.
 また、前記せん断形筒状ゴム体の内周面側の筒状鋼材を、前記上側又は/及び下側フランジプレートが前記上側又は/及び下側アンカープレートから離反する方向に、前記積層ゴム体の所定の浮上り量を確保する分だけ長く延設し、前記せん断形筒状ゴム体の外周面側筒状鋼材の、前記上側又は/及び下側アンカープレートから離反する方向の端部を、前記上側又は/及び下側フランジプレートと係合するように外周側へ拡径させてフランジ部を設けることができる。 Further, the tubular steel material on the inner peripheral surface side of the shear-shaped tubular rubber body is arranged so that the upper or / and lower flange plate is separated from the upper or / and lower anchor plate. Extending long enough to ensure a predetermined floating amount, the end of the outer circumferential surface side tubular steel material of the sheared tubular rubber body in the direction away from the upper or / and lower anchor plate, A flange portion can be provided by expanding the diameter to the outer peripheral side so as to engage with the upper or / and lower flange plate.
 更に、前記せん断形筒状ゴム体の内周面側の筒状鋼材と前記取付ボルトの膨大部との間に、前記積層ゴム体の所定の浮上り量を確保する分の高さを有する円筒状部材を配し、前記せん断形筒状ゴム体の外周面側筒状鋼材の、前記上側又は/及び下側アンカープレートから離反する方向の端部を、前記上側又は/及び下側フランジプレートと係合するように外周側へ拡径させてフランジ部を設けることができる。 Further, a cylinder having a height sufficient to ensure a predetermined floating amount of the laminated rubber body between the tubular steel material on the inner peripheral surface side of the sheared cylindrical rubber body and the enormous portion of the mounting bolt. An end portion of the outer circumferential surface side tubular steel material of the sheared tubular rubber body in a direction away from the upper or / and lower anchor plate, and the upper or / and lower flange plate A flange portion can be provided by expanding the diameter toward the outer peripheral side so as to be engaged.
 上記積層ゴム体用接合部材において、前記せん断形筒状ゴム体と前記取付ボルトとの間に、該せん断形筒状ゴム体の変形を制限するストッパを配することができる。これにより、接合部材に所定の設定量以上の大きな浮上り量が生じた場合に、接合部材の円筒状ゴムのせん断変形量を安全な範囲に抑制することができ、筒状ゴムの破損を防止することができる。 In the laminated rubber body joining member, a stopper for restricting deformation of the sheared tubular rubber body can be disposed between the sheared tubular rubber body and the mounting bolt. As a result, when a large floating amount exceeding a predetermined set amount occurs in the joining member, the shear deformation amount of the cylindrical rubber of the joining member can be suppressed within a safe range, and the tubular rubber is prevented from being damaged. can do.
 また、本発明は、積層ゴム体であって、上記いずれかに記載の積層ゴム体用接合部材を備えることを特徴とする。これにより、上述のように、過大な引張力が積層ゴム体に作用せず、積層ゴム体と構造物の定着部分にも過大な引張力が作用しないため、積層ゴム体及び免震構造物の安全性を向上させることができる。 Further, the present invention is a laminated rubber body, characterized in that it comprises the laminated rubber body joining member described above. Thereby, as described above, an excessive tensile force does not act on the laminated rubber body, and an excessive tensile force does not act on the fixing portion of the laminated rubber body and the structure. Safety can be improved.
 更に、本発明は、構造物であって、上記積層ゴム体により支持されることを特徴とする。この構造物には、上述のように、積層ゴム体と構造物の定着部分に過大な引張力が作用せず、免震構造物としての安全性を向上させることができる。 Furthermore, the present invention is a structure which is supported by the laminated rubber body. As described above, an excessive tensile force does not act on the laminated rubber body and the fixing portion of the structure, and the safety as the seismic isolation structure can be improved.
 以上のように、本発明によれば、大掛かりな積層ゴム体の取付部分の形状変更を伴わず、アスペクト比の大きな建築構造物等に浮上りが生じた場合でも、当該浮上り量を吸収しながら、積層ゴム体の破損や損傷を防止することのできる接合部材を提供するとともに、該接合部材を備えた積層ゴム体及び該積層ゴム体により支持される構造物を提供することができる。 As described above, according to the present invention, even when a floating structure is generated in a building structure having a large aspect ratio without changing the shape of the attachment portion of the large laminated rubber body, the amount of the rising is absorbed. However, it is possible to provide a joining member that can prevent the laminated rubber body from being broken or damaged, and to provide a laminated rubber body that includes the joining member and a structure that is supported by the laminated rubber body.
本発明にかかる積層ゴム体用接合部材(以下、適宜「接合部材」と略称する)の第1の実施形態の取付状態を示す断面図である。It is sectional drawing which shows the attachment state of 1st Embodiment of the joining member for laminated rubber bodies concerning this invention (henceforth abbreviated as "joining member" suitably). 図1の接合部材の取付手順を説明するための分解斜視図である。It is a disassembled perspective view for demonstrating the attachment procedure of the joining member of FIG. 図1の接合部材を取り付けた積層ゴム体及び構造物の一部破断断面図である。It is a partially broken sectional view of the laminated rubber body and the structure to which the joining member of FIG. 1 is attached. 図3の積層ゴム体の浮上り時における接合部材の変形状態を示す断面図である。It is sectional drawing which shows the deformation | transformation state of the joining member at the time of the floating of the laminated rubber body of FIG. 本発明にかかる接合部材の第2の実施形態の取付状態を示す断面図である。It is sectional drawing which shows the attachment state of 2nd Embodiment of the joining member concerning this invention. 本発明にかかる接合部材の第3の実施形態の取付状態を示す図であって、(a)は断面図、(b)は分解斜視図である。It is a figure which shows the attachment state of 3rd Embodiment of the joining member concerning this invention, Comprising: (a) is sectional drawing, (b) is a disassembled perspective view. 本発明にかかる接合部材の第4の実施形態の取付状態を示す断面図である。It is sectional drawing which shows the attachment state of 4th Embodiment of the joining member concerning this invention. 本発明にかかる接合部材の第5の実施形態の取付状態を示す断面図である。It is sectional drawing which shows the attachment state of 5th Embodiment of the joining member concerning this invention. 本発明にかかる接合部材の第6の実施形態の取付状態を示す断面図である。It is sectional drawing which shows the attachment state of 6th Embodiment of the joining member concerning this invention. 本発明にかかる接合部材の第7の実施形態の取付状態を示す断面図である。It is sectional drawing which shows the attachment state of 7th Embodiment of the joining member concerning this invention. 本発明にかかる接合部材の第8の実施形態の取付状態を示す断面図である。It is sectional drawing which shows the attachment state of 8th Embodiment of the joining member concerning this invention. 従来のダウエルピンを備えた上部構造物と下部構造物との間に大きな水平方向の相対変形が生じた状態を示す概略図である。It is the schematic which shows the state which the big horizontal relative deformation | transformation produced between the upper structure and lower structure provided with the conventional dowel pin.
  次に、本発明を実施するための形態について、図面を参照しながら詳細に説明する。 Next, embodiments for carrying out the present invention will be described in detail with reference to the drawings.
 図1乃至図3は、本発明にかかる積層ゴム体用接合部材の第1の実施形態を示し、この接合部材1は、図3に示すように、構造物13の上部構造体8と下部構造体9との間に介装された積層ゴム体7を、上部構造体8及び下部構造体9と積層ゴム体7との浮上りを許容しながら接合するために用いられる。 1 to 3 show a first embodiment of a joining member for laminated rubber bodies according to the present invention. The joining member 1 includes an upper structure 8 and a lower structure of a structure 13 as shown in FIG. The laminated rubber body 7 interposed between the body 9 and the upper structure 8 and the lower structure 9 and the laminated rubber body 7 are joined to each other while allowing the raised structure to float.
 積層ゴム体7は、ゴム層6aと補強板6bとを交互に積層した積層ゴム部6の上下端面の各々にフランジプレート3(3A、3B)が接合されて形成され、ゴム層6aと補強板6b及びゴム層6aとフランジプレート3との接触面は、加硫接着により一体的に形成される。積層ゴム部6の貫通孔には、円柱状の鉛プラグ6cが封入され、2枚のキャッププレート6dで封止される。 The laminated rubber body 7 is formed by joining the flange plates 3 (3A, 3B) to the upper and lower end surfaces of the laminated rubber portion 6 in which the rubber layers 6a and the reinforcing plates 6b are alternately laminated, and the rubber layer 6a and the reinforcing plate. The contact surfaces of 6b and the rubber layer 6a and the flange plate 3 are integrally formed by vulcanization adhesion. A cylindrical lead plug 6c is enclosed in the through hole of the laminated rubber portion 6, and is sealed with two cap plates 6d.
 上部構造体8の下面には、頭付きスタッド11Bを介して上側アンカープレート4Bが固定され、下部構造体9の上面には、頭付きスタッド11Aを介して下側アンカープレート4Aが固定され、積層ゴム体7のフランジプレート3の延出部に接合部材1(1A、1B)が装着される。 The upper anchor plate 4B is fixed to the lower surface of the upper structure 8 via a headed stud 11B, and the lower anchor plate 4A is fixed to the upper surface of the lower structure 9 via a headed stud 11A. The joining member 1 (1A, 1B) is attached to the extending portion of the flange plate 3 of the rubber body 7.
 図1及び図2に示すように、接合部材1は、せん断形筒状ゴム体として形成され、挿通穴1a’を有する内周面側円筒状鋼材1aと、フランジ部1e’を有する外周面側円筒状鋼材1eと、中間円筒状鋼材1cと、これらの円筒状鋼材1a、1c、1eの間に各々介装される円筒状ゴム1b、1dとで構成され、隣接する円筒状鋼材と円筒状ゴムとは互いに接着剤により頑強に接着され、好ましくは積層ゴム部6等に用いられる加硫接着とするのがよい。これによって、接合部材1は、断面視同心円状の積層ゴム形状に形成される。 As shown in FIGS. 1 and 2, the joining member 1 is formed as a sheared cylindrical rubber body and has an inner peripheral surface side cylindrical steel material 1a having an insertion hole 1a ′ and an outer peripheral surface side having a flange portion 1e ′. A cylindrical steel material 1e, an intermediate cylindrical steel material 1c, and cylindrical rubber materials 1b and 1d interposed between the cylindrical steel materials 1a, 1c and 1e, respectively, and the adjacent cylindrical steel material and cylindrical shape The rubber is firmly bonded to each other by an adhesive, and preferably vulcanized adhesive used for the laminated rubber portion 6 or the like. As a result, the joining member 1 is formed in a laminated rubber shape that is concentric in a sectional view.
 上記円筒状鋼材1a、1c、1eは、積層ゴム体に通常用いられる一般構造用圧延鋼板、熱間圧延軟鋼板又は冷間圧延鋼板を円筒状に所定の径の大きさに曲げ成型された円筒状鋼板を使用してもよく、炭素鋼鋼管等の円筒状に予め成型されている円筒状鋼管を使用してもよい。更に、これら鋼からなる材料に替えて、せん断形筒状ゴムからなる接合部材に求められる、円筒状の軸方向へのせん断変形機能及び円筒状外周面方向からの圧縮変形機能に支障がない範囲であれば、合成樹脂、アルミ等の非金属材料も使用することができる。 The cylindrical steel materials 1a, 1c, and 1e are cylinders formed by bending a general structural rolled steel plate, hot rolled mild steel plate, or cold rolled steel plate that is usually used for laminated rubber bodies into a cylindrical shape with a predetermined diameter. A shaped steel plate may be used, or a cylindrical steel pipe formed in a cylindrical shape such as a carbon steel pipe may be used. Further, in place of these steel materials, there is no problem in the shearing function in the axial direction of the cylinder and the compressive deformation function in the direction of the cylindrical outer surface, which are required for the joining member made of sheared cylindrical rubber. If so, non-metallic materials such as synthetic resin and aluminum can also be used.
 円筒状ゴム1b、1dに使用されるゴムの材料は、機械的特性に優れていることに加え、それらの経年変化が小さく、更に耐水性、耐オゾン性等の環境特性も好ましい材料がよく、天然ゴム、合成ゴムいずれの材料であっても、天然ゴムと合成ゴムを混合したゴム材料であってもよい。 The rubber material used for the cylindrical rubbers 1b and 1d is preferably a material that has excellent mechanical properties, is small in secular change, and has favorable environmental properties such as water resistance and ozone resistance. Either a natural rubber or a synthetic rubber may be used, or a rubber material obtained by mixing natural rubber and synthetic rubber may be used.
 取付ボルト2は、六角穴付きボルトであって、頭部(膨大部)2aに六角穴2cが穿設され、雄ねじ部2bを有する。また、袋ナット5は、大径部5aと、小径部5bとを有し、小径部5bの上面に開口する雌ねじ部5cを有する。 The mounting bolt 2 is a hexagon socket head cap screw, and a hexagon socket 2c is formed in the head (enlarged portion) 2a and has a male screw portion 2b. The cap nut 5 has a large diameter portion 5a and a small diameter portion 5b, and has a female screw portion 5c that opens on the upper surface of the small diameter portion 5b.
 接合部材1の取付にあたっては、図2に示すように、アンカープレート4の貫通穴4aに袋ナット5の小径部5bを収容し、フランジプレート3の貫通穴3aに接合部材1を収容し、図1に示すように、接合部材1の外周面側円筒状鋼材1eのフランジ部1e’をフランジプレート3の上面に当接させ、フランジプレート3とアンカープレート4とを重ね合わせ、取付ボルト2を接合部材1の挿通穴1a’に挿通させた後、取付ボルト2の雄ねじ部2bと袋ナット5の雌ねじ部5cを螺合させる。これによって、接合部材1の内周面側円筒状鋼材1aが、取付ボルト2の膨大部2aと袋ナット5の小径部5bとで強固に挟持され、アンカープレート4に不動に固定される。一方、接合部材1の外周面側円筒状鋼材1eのフランジ部1e’がフランジプレート3の上面に接合される。 When attaching the joining member 1, as shown in FIG. 2, the small diameter portion 5b of the cap nut 5 is accommodated in the through hole 4a of the anchor plate 4, and the joining member 1 is accommodated in the through hole 3a of the flange plate 3. 1, the flange portion 1 e ′ of the outer peripheral surface side cylindrical steel material 1 e of the joining member 1 is brought into contact with the upper surface of the flange plate 3, the flange plate 3 and the anchor plate 4 are overlapped, and the mounting bolt 2 is joined. After being inserted into the insertion hole 1 a ′ of the member 1, the male screw portion 2 b of the mounting bolt 2 and the female screw portion 5 c of the cap nut 5 are screwed together. Thereby, the inner peripheral surface side cylindrical steel material 1a of the joining member 1 is firmly held between the enormous portion 2a of the mounting bolt 2 and the small diameter portion 5b of the cap nut 5, and is fixedly fixed to the anchor plate 4. On the other hand, the flange portion 1 e ′ of the outer peripheral surface side cylindrical steel material 1 e of the joining member 1 is joined to the upper surface of the flange plate 3.
 上記接合部材1は、図3に示すように、下側フランジプレート3Aと下側アンカープレート4Aとの間で、積層ゴム体7の複数取付ボルト2Aの各々に介装されると共に、上側フランジプレート3Bと上側アンカープレート4Bとの間で、積層ゴム体7の複数取付ボルト2Bの各々に、上記と同様の要領で介装される。 As shown in FIG. 3, the joining member 1 is interposed between each of the plurality of mounting bolts 2A of the laminated rubber body 7 between the lower flange plate 3A and the lower anchor plate 4A, and the upper flange plate. Between 3B and the upper anchor plate 4B, each of the plurality of mounting bolts 2B of the laminated rubber body 7 is interposed in the same manner as described above.
 次に、上記構成を有する接合部材1の動作について図3及び図4を中心に参照しながら説明する。 Next, the operation of the joining member 1 having the above-described configuration will be described with reference to FIGS.
 地震時等に、構造物13の上部構造体8にロッキング等により浮上りが生じ、積層ゴム体7の取付部に鉛直方向に引張力が作用した場合、具体的には、図4に示すように、積層ゴム体7のフランジプレート3と下部構造体9に固定されたアンカープレート4との間に鉛直方向の浮上りを生じても、積層ゴム形状に形成された接合部材1の内周面側円筒状鋼材1aがアンカープレート4に不動に固定されていると共に、外周面側円筒状鋼材1eのフランジ部1e’がフランジプレート3の上面に接合されているため、接合部材1が鉛直方向にせん断変形を生じることができ、積層ゴム体7の上方への浮上りを吸収し、積層ゴム体7の弾性層、接着層等に大きな引張力が生じるのを防止し、積層ゴム体7の損傷や破断を防止することができる。 In the event of an earthquake or the like, when the upper structure 8 of the structure 13 is lifted by rocking or the like and a tensile force acts on the mounting portion of the laminated rubber body 7 in a vertical direction, specifically, as shown in FIG. Even if a vertical lift occurs between the flange plate 3 of the laminated rubber body 7 and the anchor plate 4 fixed to the lower structure 9, the inner peripheral surface of the joining member 1 formed in the laminated rubber shape Since the side cylindrical steel material 1a is fixed to the anchor plate 4 and the flange portion 1e 'of the outer peripheral surface side cylindrical steel material 1e is joined to the upper surface of the flange plate 3, the joining member 1 is in the vertical direction. Shear deformation can be generated, the upward rising of the laminated rubber body 7 is absorbed, and a large tensile force is prevented from being generated in the elastic layer, the adhesive layer, etc. of the laminated rubber body 7, and the laminated rubber body 7 is damaged. And breakage can be prevented.
 また、上記断面視同心円状の筒状積層ゴム構造を有する接合部材1を用いることにより、せん断方向、換言すれば、フランジプレート3の浮上り方向への変形が容易で、接合部材1のせん断方向と直交する方向である同心円状に積層された部材の外周面から中心軸方向への変形(いわゆる圧縮変形)、換言すれば、構造物13を支持する積層ゴム体7の水平方向の力の伝達においては大きな剛性を有するため、若干の圧縮変形は生じるものの、何ら従来の取付ボルトによる力の伝達状況と比較して特別考慮することなく使用することができる。 Further, by using the joining member 1 having a cylindrical laminated rubber structure having a concentric circular shape in cross section, the flange plate 3 can be easily deformed in the lifting direction, in other words, the shearing direction of the joining member 1. Deformation (so-called compression deformation) from the outer peripheral surface of the concentrically laminated members that are orthogonal to each other in the direction of the central axis (so-called compression deformation), in other words, transmission of the horizontal force of the laminated rubber body 7 that supports the structure 13 However, it can be used without any special consideration in comparison with the state of force transmission by a conventional mounting bolt.
 更に、せん断形筒状ゴムからなる接合部材1を、積層ゴム体7の取付ボルトの各々に配することにより、積層ゴム体7に作用する水平力が、接合部材1の同心円状の筒状積層ゴムの外周面から中心方向へ作用する際に生じる若干の変形により、特定の取付ボルトに集中することを防止することができ、従来の取付ボルトで生じる虞のある各個撃破を回避することもできる。 Further, by arranging the joining member 1 made of sheared cylindrical rubber on each of the mounting bolts of the laminated rubber body 7, the horizontal force acting on the laminated rubber body 7 causes the concentric cylindrical lamination of the joining member 1. Slight deformation that occurs when acting from the outer peripheral surface of the rubber toward the center can prevent concentration on a specific mounting bolt, and can also avoid individual destruction that may occur with conventional mounting bolts. .
 また、フランジプレート3の浮上りが、上部構造体8と下部構造体9との間に配された積層ゴム体7の水平せん断変形に伴う転倒現象(ロールアウト現象)により、また、上部構造体8のロッキング現象による浮上りにより、取付ボルト2の軸線に垂直ではなく、軸線と角度をもって生じた場合においても、接合部材1の円筒状ゴム1b、1dにおいて曲げ変形を生じ、フランジプレート3の浮上りに対して大きな抵抗力となる齧りや摩擦を生じることがない。 Further, the floating of the flange plate 3 is caused by a fall phenomenon (rollout phenomenon) accompanying horizontal shear deformation of the laminated rubber body 7 disposed between the upper structure 8 and the lower structure 9, and the upper structure. 8, even when it is not perpendicular to the axis of the mounting bolt 2 but at an angle with the axis, bending deformation occurs in the cylindrical rubbers 1 b and 1 d of the joining member 1, and the flange plate 3 floats. There will be no sag or friction that would be a great resistance.
 更に、積層ゴム体7に大きな水平せん断変形が生じた場合に生じる曲げモーメントによる積層ゴム体7の端部の浮上り現象において、浮上りが生じる範囲のゴム材料及び接着層への鉛直方向の過大な引張力を低減することができる結果、積層ゴム体7の健全性を確保できると共に、積層ゴム体7が大きな水平せん断変形を生じる際に現れるハードニング現象による水平力の著しい上昇をも抑制できるため、大きな水平せん断変形下での免震周期の短縮を防ぎ得て、広い範囲で長周期を得ることができ、大地震時における安全性を確保できる効果がある。 Further, in the rising phenomenon of the end portion of the laminated rubber body 7 due to a bending moment generated when a large horizontal shear deformation occurs in the laminated rubber body 7, the vertical excess of the rubber material and the adhesive layer in the range where the lifting occurs is caused. As a result of reducing the tensile force, the soundness of the laminated rubber body 7 can be secured, and a significant increase in the horizontal force due to the hardening phenomenon that appears when the laminated rubber body 7 undergoes a large horizontal shear deformation can be suppressed. Therefore, it is possible to prevent the seismic isolation cycle from being shortened under a large horizontal shear deformation, to obtain a long cycle in a wide range, and to secure safety during a large earthquake.
 尚、上記実施の形態においては、接合部材1の外周面側円筒状鋼材1eのフランジ部1e’をフランジプレート3の上面に接合したが、フランジ部1e’を設けずに、外周面側円筒状鋼材1eの外周面とフランジプレート3の貫通穴3aの内周面とを嵌合させ、外周面側円筒状鋼材1eをフランジプレート3に固定することもできる。また、上側フランジプレート3Bが上昇した後、下降時に接合部材1に抜けが生じ、外周面側円筒状鋼材1eのフランジ部1e’が初期位置に復元しないことを防止するため、フランジ部1e’をフランジプレート3に固定用ねじなどで機械的に固定してもよい。 In the above embodiment, the flange portion 1e ′ of the outer peripheral surface side cylindrical steel material 1e of the joining member 1 is bonded to the upper surface of the flange plate 3. However, the outer peripheral surface side cylindrical shape is not provided without providing the flange portion 1e ′. The outer peripheral surface of the steel material 1e and the inner peripheral surface of the through hole 3a of the flange plate 3 can be fitted together, and the outer peripheral surface side cylindrical steel material 1e can be fixed to the flange plate 3. Further, in order to prevent the flange member 1e ′ of the outer peripheral surface side cylindrical steel material 1e from being restored to the initial position after the upper flange plate 3B is lifted, the flange member 1e ′ is The flange plate 3 may be mechanically fixed with a fixing screw or the like.
 次に、本発明にかかる積層ゴム体用接合部材の第2の実施形態について、図5を参照しながら説明する。 Next, a second embodiment of the laminated rubber body bonding member according to the present invention will be described with reference to FIG.
 この接合部材21は、図1に示した接合部材1の内周面側円筒状鋼材1aを接合部材1の上面から上方へ延設した内周面側円筒状鋼材21aを有する点のみ異なり、他の構成は接合部材1と同じである。また、取付ボルト22として、図1の取付ボルト2としての六角穴付きボルトに替えて六角ボルトを用いている。その他、フランジプレート3、アンカープレート4及び袋ナット5は、第1の実施形態と同様の物を用い、図示を省略するが、接合部材21を接合部材1に替え、取付ボルト22を取付ボルト2に替えて図3に示した構造物13に用いることができる。 This joining member 21 is different only in that it has an inner circumferential surface side cylindrical steel material 21a extending upward from the upper surface of the joining member 1 on the inner circumferential surface side cylindrical steel material 1a of the joining member 1 shown in FIG. The configuration of is the same as that of the joining member 1. Further, as the mounting bolt 22, a hexagon bolt is used instead of the hexagon socket head bolt as the mounting bolt 2 of FIG. In addition, although the flange plate 3, the anchor plate 4, and the cap nut 5 use the thing similar to 1st Embodiment, illustration is abbreviate | omitted, the joining member 21 is changed to the joining member 1, and the attachment bolt 22 is attached to the attachment bolt 2. It can replace with and can be used for the structure 13 shown in FIG.
 接合部材21に内周面側円筒状鋼材21aを設けたのは、図4に示すように、地震時等に、積層ゴム体7のフランジプレート3と、下部構造体9に固定されたアンカープレート4との間に、鉛直方向に浮上りを生じても、取付ボルト22の頭部22aと、接合部材21の内周面側円筒状鋼材21a以外の部分とが接触しないようにしたものである。これにより、接合部材21によって、積層ゴム体7の所定の浮上り量を確保しながら、積層ゴム体7を、図3に示した上部構造体8及び下部構造体9に接合することができる。尚、接合部材21の取付要領及び動作については、上記の点を除き、図1乃至図4に示した接合部材1と同様であるため、それらの説明を省略する。 The joint member 21 is provided with the inner peripheral surface side cylindrical steel material 21a because, as shown in FIG. 4, the anchor plate fixed to the flange plate 3 of the laminated rubber body 7 and the lower structure 9 in the event of an earthquake or the like. 4, the head 22 a of the mounting bolt 22 and a portion other than the inner peripheral surface side cylindrical steel material 21 a of the joining member 21 do not come into contact with each other even if the vertical lifting occurs. . Thereby, the laminated rubber body 7 can be joined to the upper structure 8 and the lower structure 9 shown in FIG. 3 while ensuring a predetermined floating amount of the laminated rubber body 7 by the joining member 21. The attachment procedure and operation of the joining member 21 are the same as those of the joining member 1 shown in FIG. 1 to FIG.
 次に、本発明にかかる積層ゴム体用接合部材の第3の実施形態について、図6を参照しながら説明する。 Next, a third embodiment of the laminated rubber body bonding member according to the present invention will be described with reference to FIG.
 本実施の形態では、図1に示した接合部材1を用い、取付ボルト22として六角ボルトを用い、取付ボルト22の頭部22aと接合部材1の内周面側円筒状鋼材1aとの間にカラー24を介装している。その他、フランジプレート3、アンカープレート4及び袋ナット5は、第1の実施形態と同様の物を用い、図示を省略するが、接合部材1、取付ボルト22及びカラー24を図3に示した構造物13に用いることができる。 In the present embodiment, the joining member 1 shown in FIG. 1 is used, a hexagon bolt is used as the mounting bolt 22, and the head 22a of the mounting bolt 22 and the inner peripheral surface side cylindrical steel material 1a of the joining member 1 are used. A collar 24 is interposed. In addition, the flange plate 3, the anchor plate 4 and the cap nut 5 are the same as those in the first embodiment, and the illustration thereof is omitted, but the joining member 1, the mounting bolt 22 and the collar 24 are shown in FIG. It can be used for the object 13.
 カラー24を設けたのは、上記第2の実施形態と同様に、図4に示すように、地震時等に、積層ゴム体7のフランジプレート3と下部構造体9に固定されたアンカープレート4との間に、鉛直方向に浮上りを生じても、取付ボルト22の頭部22aと、接合部材1の内周面側円筒状鋼材1a以外の部分とが接触しないようにしたものである。これにより、接合部材1によって、積層ゴム体7の所定の浮上り量を確保しながら、積層ゴム体7を、図3に示した上部構造体8及び下部構造体9に接合することができる。尚、接合部材1の取付要領及び動作については、上記の点を除き、図1乃至図4に示した接合部材1と同様であるため、それらの説明を省略する。 As in the second embodiment, the collar 24 is provided, as shown in FIG. 4, in the event of an earthquake or the like, the anchor plate 4 fixed to the flange plate 3 and the lower structure 9 of the laminated rubber body 7. The head 22a of the mounting bolt 22 and the portion other than the inner peripheral surface side cylindrical steel material 1a of the joining member 1 are prevented from coming into contact with each other even when the vertical lift occurs. Thus, the laminated rubber body 7 can be joined to the upper structure 8 and the lower structure 9 shown in FIG. 3 while ensuring a predetermined floating amount of the laminated rubber body 7 by the joining member 1. The attachment procedure and operation of the joining member 1 are the same as those of the joining member 1 shown in FIGS.
 次に、本発明にかかる積層ゴム体用接合部材の第4の実施形態について、図7を参照しながら説明する。 Next, a fourth embodiment of the laminated rubber body bonding member according to the present invention will be described with reference to FIG.
 この接合部材31は、内周面側円筒状鋼材31aの内面に雌ねじ部31bを螺設した点のみ図1に示した接合部材1と異なり、他の構成は接合部材1と同じである。また、取付ボルト32として、図1の取付ボルト2としての六角穴付きボルトに替えて六角穴付き止めねじを用いている。その他、フランジプレート3、アンカープレート4及び袋ナット5は、第1の実施形態と同様の物を用い、図示を省略するが、接合部材31を接合部材1に替え、取付ボルト32を取付ボルト2に替えて図3に示した構造物13に用いることができる。 This joining member 31 is different from the joining member 1 shown in FIG. 1 only in that an internal thread portion 31b is screwed on the inner surface of the inner peripheral surface side cylindrical steel material 31a, and the other configuration is the same as the joining member 1. Further, as the mounting bolt 32, a hexagon socket set screw is used instead of the hexagon socket bolt as the mounting bolt 2 of FIG. In addition, although the flange plate 3, the anchor plate 4, and the cap nut 5 use the same thing as 1st Embodiment, illustration is abbreviate | omitted, the joining member 31 is changed to the joining member 1, and the attachment bolt 32 is attached to the attachment bolt 2. It can replace with and can be used for the structure 13 shown in FIG.
 本実施の形態においては、フランジプレート3の貫通穴3aに収容した接合部材31の雌ねじ部31bと取付ボルト32の雄ねじ部32aとを螺合させ、更に取付ボルト32と袋ナット5とを螺合させ、接合部材31の内周面側円筒状鋼材31aをアンカープレート4に不動に固定している。これにより、図4に示すように、地震時等に、積層ゴム体7のフランジプレート3と下部構造体9に固定されたアンカープレート4との間に、鉛直方向に浮上りを生じても、接合部材1が鉛直方向にせん断変形を生じることができ、積層ゴム体7の上方への浮上りを吸収し、積層ゴム体7の弾性層、接着層等に大きな引張力が生じるのを防止し、積層ゴム体7の損傷や破断を防止することができる。 In the present embodiment, the internal thread 31b of the joining member 31 accommodated in the through hole 3a of the flange plate 3 and the external thread 32a of the mounting bolt 32 are screwed together, and the mounting bolt 32 and the cap nut 5 are further screwed together. The inner peripheral surface side cylindrical steel material 31a of the joining member 31 is fixed to the anchor plate 4 in a stationary manner. As a result, as shown in FIG. 4, even in the event of an earthquake or the like, even if the vertical rise occurs between the flange plate 3 of the laminated rubber body 7 and the anchor plate 4 fixed to the lower structure 9, The joining member 1 can cause shear deformation in the vertical direction, absorbs the upward floating of the laminated rubber body 7, and prevents a large tensile force from being generated in the elastic layer, the adhesive layer and the like of the laminated rubber body 7. In addition, the laminated rubber body 7 can be prevented from being damaged or broken.
 次に、本発明にかかる積層ゴム体用接合部材の第5の実施形態について、図8を参照しながら説明する。 Next, a fifth embodiment of the laminated rubber body bonding member according to the present invention will be described with reference to FIG.
 本実施の形態では、図1に示した接合部材1を用い、取付ボルト42として、図1に示した取付ボルト2よりも首下長さの長い六角穴付きボルトを用い、取付ボルト42の頭部42aと接合部材1の内周面側円筒状鋼材1aとの間に浮上り防止ストッパ43を介装している。この浮上り防止ストッパ43は、鋼材等からなり円筒状の本体43aの上端部にフランジ部43bを備える。その他、フランジプレート3、アンカープレート4及び袋ナット5は、第1の実施形態と同様の物を用い、図示を省略するが、接合部材1、取付ボルト42及び浮上り防止ストッパ43を図3に示した構造物13に用いることができる。 In this embodiment, the joining member 1 shown in FIG. 1 is used, and a hexagon socket head bolt having a neck length longer than that of the mounting bolt 2 shown in FIG. A lift prevention stopper 43 is interposed between the portion 42 a and the inner peripheral surface side cylindrical steel material 1 a of the joining member 1. The lift prevention stopper 43 is made of steel or the like and includes a flange portion 43b at the upper end portion of a cylindrical main body 43a. In addition, the flange plate 3, the anchor plate 4, and the cap nut 5 are the same as those in the first embodiment, and the illustration thereof is omitted. However, the joining member 1, the mounting bolt 42, and the lifting prevention stopper 43 are shown in FIG. It can be used for the structure 13 shown.
 浮上り防止ストッパ43を設けたのは、図4に示すように、地震時等に、積層ゴム体7のフランジプレート3と下部構造体9に固定されたアンカープレート4との間に、鉛直方向に浮上りを生じても、図8において、取付ボルト42の頭部42aと、接合部材1の内周面側円筒状鋼材1a以外の部分とが接触しないようにすると共に、上記鉛直方向の浮上りにより接合部材1の外周面側円筒状鋼材1eが上方へ移動した場合に、外周面側円筒状鋼材1eが浮上り防止ストッパ43のフランジ部43bの下面に当接し、更に上方へ移動することを妨げるためである。 As shown in FIG. 4, the anti-lifting stopper 43 is provided between the flange plate 3 of the laminated rubber body 7 and the anchor plate 4 fixed to the lower structure 9 during an earthquake or the like in the vertical direction. 8, the head 42 a of the mounting bolt 42 and the portion other than the inner peripheral surface side cylindrical steel material 1 a of the joining member 1 are not contacted with each other in FIG. When the outer peripheral surface side cylindrical steel material 1e of the joining member 1 is moved upward by this, the outer peripheral surface side cylindrical steel material 1e comes into contact with the lower surface of the flange portion 43b of the lifting prevention stopper 43 and further moves upward. It is to prevent.
 上記構成により、図1に示した接合部材1と同様、積層ゴム体7の所定の浮上り量を確保しながら、積層ゴム体7を図3に示した上部構造体8及び下部構造体9に接合することができると共に、接合部材1に過大なせん断変形、換言すれば所定の設定量以上の大きな浮上り量が生じた場合には、外周面側円筒状鋼材1eが浮上り防止ストッパ43のフランジ部43bの下面に当接し、接合部材1の円筒状ゴム1b、1dのせん断変形量を安全な範囲に抑制することができるため、積層ゴム体7の破損を防止することができる。 With the above configuration, the laminated rubber body 7 is attached to the upper structure body 8 and the lower structure body 9 shown in FIG. 3 while securing a predetermined floating amount of the laminated rubber body 7 as in the joining member 1 shown in FIG. When the joint member 1 is excessively sheared, in other words, when a large lifting amount that exceeds a predetermined set amount occurs, the outer peripheral surface side cylindrical steel material 1e is lifted by the stopper 43. Since the amount of shear deformation of the cylindrical rubbers 1b and 1d of the joining member 1 can be controlled within a safe range by coming into contact with the lower surface of the flange portion 43b, the laminated rubber body 7 can be prevented from being damaged.
 また、この接合部材1を用いた場合でも、フランジプレート3の浮上りが取付ボルト42の軸線に垂直ではなく、軸線と角度をもって生じた場合においても、接合部材1の円筒状ゴム1b、1dにおいて曲げ変形を生じ、フランジプレート3の浮上りに対して大きな抵抗力となる齧りや摩擦を生じることがないなどの効果を奏する。 Even when this joining member 1 is used, even when the lift of the flange plate 3 is not perpendicular to the axis of the mounting bolt 42 but occurs at an angle with the axis, the cylindrical rubbers 1b and 1d of the joining member 1 Bending deformation is produced, and there is an effect that there is no sag or friction that becomes a large resistance against the rising of the flange plate 3.
 次に、本発明にかかる積層ゴム体用接合部材の第6の実施形態について、図9を参照しながら説明する。 Next, a sixth embodiment of the laminated rubber body bonding member according to the present invention will be described with reference to FIG.
 本実施の形態では、図5に示した接合構造に、更に浮上り防止ストッパとしての座金23を取付ボルト22の頭部22aと接合部材21の内周面側円筒状鋼材21aとの間に介装している。この座金23を用いることにより、図4に示すように、地震時等に、積層ゴム体7のフランジプレート3と下部構造体9に固定されたアンカープレート4との間に、鉛直方向に浮上りを生じても、図9において、取付ボルト22の頭部22aと、接合部材21の内周面側円筒状鋼材21a以外の部分とが接触しないようにすると共に、上記鉛直方向の浮上りにより接合部材21の外周面側円筒状鋼材21eが上方へ移動した場合に、外周面側円筒状鋼材21eが座金23の下面に当接し、更に上方へ移動することを妨げることができる。 In the present embodiment, a washer 23 as a lift prevention stopper is further interposed between the head 22a of the mounting bolt 22 and the cylindrical steel material 21a on the inner peripheral surface side of the joining member 21 in the joining structure shown in FIG. Disguise. By using this washer 23, as shown in FIG. 4, it floats in the vertical direction between the flange plate 3 of the laminated rubber body 7 and the anchor plate 4 fixed to the lower structure 9 during an earthquake or the like. 9, in FIG. 9, the head 22 a of the mounting bolt 22 and the portion other than the inner peripheral surface side cylindrical steel material 21 a of the joining member 21 are prevented from coming into contact with each other and joined by the above-described vertical lifting. When the outer peripheral surface side cylindrical steel material 21e of the member 21 moves upward, it is possible to prevent the outer peripheral surface side cylindrical steel material 21e from coming into contact with the lower surface of the washer 23 and further moving upward.
 上記構成により、図8に示した接合構造と同様、積層ゴム体7の所定の浮上り量を確保しながら、積層ゴム体7を図3に示した上部構造体8及び下部構造体9に接合することができると共に、接合部材21に過大なせん断変形、換言すれば所定の設定量以上の大きな浮上り量が生じた場合には、外周面側円筒状鋼材21eが座金23の下面に当接し、接合部材21の円筒状ゴム21b、21dのせん断変形量を安全な範囲に抑制することができるため、積層ゴム体7の破損を防止することができる。 With the above-described configuration, the laminated rubber body 7 is joined to the upper structure 8 and the lower structure 9 shown in FIG. 3 while securing a predetermined floating amount of the laminated rubber body 7 as in the joining structure shown in FIG. In addition, when excessive shear deformation occurs in the joining member 21, in other words, a large floating amount that exceeds a predetermined set amount, the outer peripheral surface side cylindrical steel material 21 e comes into contact with the lower surface of the washer 23. Since the shear deformation amount of the cylindrical rubbers 21b and 21d of the joining member 21 can be suppressed within a safe range, the laminated rubber body 7 can be prevented from being damaged.
 次に、本発明にかかる積層ゴム体用接合部材の第7の実施形態について、図10を参照しながら説明する。 Next, a seventh embodiment of the laminated rubber body bonding member according to the present invention will be described with reference to FIG.
 本実施の形態では、図6に示した接合構造に、更に浮上り防止ストッパとしての座金23を取付ボルト22の頭部22aとカラー24の上面との間に介装している。この構成によっても、上記図8及び図9に示した接合構造と同様、図4に示した積層ゴム体7の所定の浮上り量を確保しながら、積層ゴム体7を図3に示した上部構造体8及び下部構造体9に接合することができると共に、接合部材1に所定の設定量以上の大きな浮上り量が生じた場合には、外周面側円筒状鋼材1eが座金23の下面に当接し、接合部材1の円筒状ゴム1b、1dのせん断変形量を安全な範囲に抑制することができるため、ゴム材料の破損を防止することができる。 In this embodiment, a washer 23 as an anti-lifting stopper is interposed between the head 22a of the mounting bolt 22 and the upper surface of the collar 24 in the joining structure shown in FIG. Also with this configuration, the laminated rubber body 7 is secured to the upper portion shown in FIG. 3 while ensuring a predetermined floating amount of the laminated rubber body 7 shown in FIG. 4 as in the joint structure shown in FIGS. When the joining member 1 can be joined to the structural body 8 and the lower structural body 9 and a large lifting amount that is equal to or larger than a predetermined set amount occurs, the outer peripheral surface side cylindrical steel material 1e is placed on the lower surface of the washer 23. Since the amount of shear deformation of the cylindrical rubbers 1b and 1d of the joining member 1 can be suppressed within a safe range, damage to the rubber material can be prevented.
 次に、本発明にかかる積層ゴム体用接合部材の第8の実施形態について、図11を参照しながら説明する。 Next, an eighth embodiment of the laminated rubber body bonding member according to the present invention will be described with reference to FIG.
 本実施の形態では、図7に示した接合部材31を用い、取付ボルト35として、図7に示した取付ボルト32よりも全長の長い六角穴付き止めねじを用い、取付ボルト35の雄ねじ部35aに浮上り防止ストッパ36の雌ねじ部36aを螺合させている。この構成によっても、上記図8乃至図10に示した接合構造と同様、図4に示した積層ゴム体7の所定の浮上り量を確保しながら、積層ゴム体7を図3に示した上部構造体8及び下部構造体9に接合することができると共に、接合部材31に所定の設定量以上の大きな浮上り量が生じた場合には、外周面側円筒状鋼材31eが浮上り防止ストッパ36の下面に当接し、接合部材31の円筒状ゴム31b、31dのせん断変形量を安全な範囲に抑制することができるため、ゴム材料の破損を防止することができる。 In the present embodiment, the joining member 31 shown in FIG. 7 is used, a hexagon socket set screw having a longer overall length than the mounting bolt 32 shown in FIG. 7 is used as the mounting bolt 35, and the male thread portion 35a of the mounting bolt 35 is used. The female threaded portion 36a of the anti-lifting stopper 36 is screwed into this. Also with this configuration, the laminated rubber body 7 is secured to the upper portion shown in FIG. 3 while ensuring a predetermined floating amount of the laminated rubber body 7 shown in FIG. 4 as in the joint structure shown in FIGS. When the joining member 31 can be joined to the structure 8 and the lower structure 9 and a large lifting amount equal to or larger than a predetermined set amount is generated, the outer peripheral surface side cylindrical steel material 31e is lifted up. Since the amount of shear deformation of the cylindrical rubbers 31b and 31d of the joining member 31 can be suppressed within a safe range, damage to the rubber material can be prevented.
 尚、上記実施の形態においては、接合部材1等を、3つの円筒状鋼材1a、1c、1eと、各々の円筒状鋼材に介装された円筒状ゴム1b、1dとを備えたせん断形筒状ゴム体としたが、中間円筒状鋼材1cを設けることなく、2つの円筒状鋼材1a、1eとで構成してもよく、これとは逆に、複数の中間円筒状鋼材1cを設けることもできる。また、浮上り防止ストッパを設ける形態において、該ストッパと接合部材との間に緩衝用シートを配すると、接触時の衝撃を低減することができる。 In the above-described embodiment, the joining member 1 and the like are provided with three cylindrical steel materials 1a, 1c, and 1e and cylindrical rubbers 1b and 1d interposed between the cylindrical steel materials. However, it may be configured by two cylindrical steel materials 1a and 1e without providing the intermediate cylindrical steel material 1c, and conversely, a plurality of intermediate cylindrical steel materials 1c may be provided. it can. Further, in the form in which the anti-lifting stopper is provided, if a cushioning sheet is disposed between the stopper and the joining member, impact at the time of contact can be reduced.
 また、本発明にかかる積層ゴム体用接合部材は、上記せん断形筒状ゴム体に限定されず、一方側が下側フランジプレート3A又は上側フランジプレート3Bの鉛直方向の離反に対してせん断変形により追従するように下側フランジプレート3A又は上側フランジプレート3Bと接合され、他方側が下部構造体9に固定された下側アンカープレート4A側又は上部構造体8に固定された上側アンカープレート4B側に不動に固定される弾性部材であればすべて対象となる。 Moreover, the joining member for laminated rubber bodies according to the present invention is not limited to the above-mentioned sheared cylindrical rubber body, and one side follows the vertical separation of the lower flange plate 3A or the upper flange plate 3B by shear deformation. Thus, the lower flange plate 3A or the upper flange plate 3B is joined, and the other side is fixed to the lower anchor plate 4A side fixed to the lower structure 9 or the upper anchor plate 4B side fixed to the upper structure 8. Any elastic member that is fixed is a target.
1(1A、1B) 積層ゴム体用接合部材
1a 内周面側円筒状鋼材
1a’ 挿通穴
1b  円筒状ゴム
1c  中間円筒状鋼材
1d  円筒状ゴム
1e 外周面側円筒状鋼材
1e’ フランジ部
2(2A、2B) 取付ボルト(六角穴付きボルト)
2a 頭部
2b  雄ねじ部
2c  六角穴
3(3A、3B) フランジプレート
3a 貫通穴
4(4A、4B) アンカープレート
4a  貫通穴
5(5A、5B) 袋ナット
5a 大径部
5b  小径部
5c  雌ねじ部
6 積層ゴム部
6a  ゴム層
6b  補強板
6c 鉛プラグ
6d  キャッププレート
7 積層ゴム体
8 上部構造体
9 下部構造体
11(11A、11B) 頭付きスタッド
13 構造物
21 積層ゴム体用接合部材
21a 内周面側円筒状鋼材
21b  円筒状ゴム
21d  円筒状ゴム
21e  外周面側円筒状鋼材
22 取付ボルト(六角ボルト)
22a 頭部
23 座金
24 カラー
31 積層ゴム体用接合部材
31a 内周面側円筒状鋼材
31b  円筒状ゴム
31d  円筒状ゴム
31e 外周面側円筒状鋼材
32 取付ボルト(六角穴付き止めねじ)
32a 雄ねじ部
35 取付ボルト(六角穴付き止めねじ)
35a  雄ねじ部
36 浮上り防止ストッパ
36a  雌ねじ部
42 取付ボルト(六角穴付きボルト)
42a 頭部
43 浮上り防止ストッパ
43a 本体
43b  フランジ部
1 (1A, 1B) Laminated rubber body joining member 1a Inner circumferential surface side cylindrical steel material 1a 'Insertion hole 1b Cylindrical rubber 1c Intermediate cylindrical steel material 1d Cylindrical rubber 1e Outer circumferential surface side cylindrical steel material 1e' Flange portion 2 ( 2A, 2B) Mounting bolt (Hexagon socket head cap screw)
2a Head 2b Male thread 2c Hexagonal hole 3 (3A, 3B) Flange plate 3a Through hole 4 (4A, 4B) Anchor plate 4a Through hole 5 (5A, 5B) Cap nut 5a Large diameter part 5b Small diameter part 5c Female thread part 6 Laminated rubber portion 6a Rubber layer 6b Reinforcement plate 6c Lead plug 6d Cap plate 7 Laminated rubber body 8 Upper structure 9 Lower structure 11 (11A, 11B) Headed stud 13 Structure 21 Laminated rubber body bonding member 21a Inner peripheral surface Side cylindrical steel material 21b Cylindrical rubber 21d Cylindrical rubber 21e Outer peripheral surface side cylindrical steel material 22 Mounting bolt (hexagon bolt)
22a Head 23 Washer 24 Collar 31 Laminated rubber body joint member 31a Inner circumferential surface side cylindrical steel 31b Cylindrical rubber 31d Cylindrical rubber 31e Outer circumferential surface side cylindrical steel 32 Mounting bolt (hexagon socket set screw)
32a Male thread 35 Mounting bolt (Hexagon socket set screw)
35a Male thread part 36 Lifting prevention stopper 36a Female thread part 42 Mounting bolt (hexagon socket head cap screw)
42a Head 43 Lifting prevention stopper 43a Main body 43b Flange

Claims (9)

  1.  ゴム材料からなる弾性層と補強板とを交互に積層した積層ゴム部の上下端面の各々にフランジプレートが接合されて形成された積層ゴム体を、該フランジプレートを介して上部構造体又は/及び下部構造体に、該積層ゴム体の浮上りを許容しながら接合する積層ゴム体用接合部材であって、
     一方側が前記上側フランジプレート又は/及び下側フランジプレートの鉛直方向の離反に対してせん断変形により追従するように該フランジプレートと接合され、他方側が前記上部構造体又は/及び下部構造体に固定された上側アンカープレート又は/及び下側アンカープレート側に不動に固定される弾性部材からなることを特徴とする積層ゴム体用接合部材。
    A laminated rubber body formed by joining a flange plate to each of the upper and lower end surfaces of a laminated rubber portion in which elastic layers and reinforcing plates made of a rubber material are alternately laminated is connected to the upper structure body and / or via the flange plate. A laminated rubber body joining member joined to a lower structure while allowing the laminated rubber body to float.
    One side is joined to the flange plate so as to follow the vertical separation of the upper flange plate and / or the lower flange plate by shear deformation, and the other side is fixed to the upper structure and / or the lower structure. A laminated rubber body joining member comprising an elastic member fixedly fixed to the upper anchor plate or / and the lower anchor plate.
  2.  前記弾性部材は、せん断形筒状ゴム体であり、前記上側又は/及び下側フランジプレートに穿設された取付ボルト孔に挿入され、該せん断形筒状ゴム体の一方側である外周面側が前記フランジプレートに接合され、該せん断形筒状ゴム体の他方側である内周面側が、該せん断形筒状ゴム体を挿通する取付用ボルトを介して前記上側又は/及び下側アンカープレート側に不動に固定されることを特徴とする請求項1に記載の積層ゴム体用接合部材。 The elastic member is a shear cylindrical rubber body, and is inserted into a mounting bolt hole formed in the upper or / and lower flange plate, and an outer peripheral surface side that is one side of the shear cylindrical rubber body is The inner peripheral surface side that is joined to the flange plate and that is the other side of the shear-shaped cylindrical rubber body is on the upper or / and lower anchor plate side via a mounting bolt that passes through the shear-shaped cylindrical rubber body The bonded member for laminated rubber body according to claim 1, wherein the bonded member is fixed to the fixed member.
  3.  前記せん断形筒状ゴム体は、内周面及び外周面が筒状鋼材からなり、更に該内周面と外周面の間に筒状鋼材が少なくとも一つ配され、各筒状鋼材間には円筒状ゴムが配され、隣接する筒状鋼材及び円筒状ゴムの各々が互いに加硫接着された断面視同心円状の積層ゴム形状であることを特徴とする請求項2に記載の積層ゴム体用接合部材。 The sheared cylindrical rubber body has an inner peripheral surface and an outer peripheral surface made of a cylindrical steel material, and further, at least one cylindrical steel material is disposed between the inner peripheral surface and the outer peripheral surface, and between each cylindrical steel material 3. The laminated rubber body according to claim 2, wherein a cylindrical rubber is arranged, and each of the adjacent cylindrical steel material and cylindrical rubber is in the form of a laminated rubber having a concentric shape in cross-section and bonded to each other by vulcanization. Joining member.
  4.  前記内周面に前記取付ボルトと螺合する雌ねじ加工が施されていることを特徴とする請求項3に記載の積層ゴム体用接合部材。 4. The laminated rubber body joining member according to claim 3, wherein the inner peripheral surface is subjected to a female threading process to be screwed with the mounting bolt.
  5.  前記せん断形筒状ゴム体の内周面側の筒状鋼材は、前記上側又は/及び下側フランジプレートが前記上側又は/及び下側アンカープレートから離反する方向に、前記積層ゴム体の所定の浮上り量を確保する分だけ長く延設され、前記せん断形筒状ゴム体の外周面側の筒状鋼材の、前記上側又は/及び下側アンカープレートから離反する方向の端部が、前記上側又は/及び下側フランジプレートに係合するように外周側へ拡径していることを特徴とする請求項2に記載の積層ゴム体用接合部材。 The tubular steel material on the inner peripheral surface side of the shear-shaped tubular rubber body has a predetermined direction of the laminated rubber body in a direction in which the upper or / and lower flange plate is separated from the upper or / and lower anchor plate. The end of the tubular steel material on the outer peripheral surface side of the shear-shaped tubular rubber body extending in a direction that secures the floating amount is in the direction away from the upper or / and lower anchor plate. 3. The laminated rubber body joining member according to claim 2, wherein the diameter of the laminated rubber body is increased toward the outer peripheral side so as to engage with the lower flange plate.
  6.  前記せん断形筒状ゴム体の内周面側の筒状鋼材と前記取付ボルトの膨大部との間に、前記積層ゴム体の所定の浮上り量を確保する分の高さを有する円筒状部材が配され、前記せん断形筒状ゴム体の外周面側の筒状鋼材の、前記上側又は/及び下側アンカープレートから離反する方向の端部が、前記上側又は/及び下側フランジプレートに係合するように外周側へ拡径していることを特徴とする請求項2に記載の積層ゴム体用接合部材。 A cylindrical member having a height sufficient to secure a predetermined floating amount of the laminated rubber body between the tubular steel material on the inner peripheral surface side of the shear-shaped tubular rubber body and the enormous portion of the mounting bolt. The end of the tubular steel material on the outer peripheral surface side of the shear-shaped tubular rubber body in the direction away from the upper or / and lower anchor plate is related to the upper or / and lower flange plate. The joint member for laminated rubber bodies according to claim 2, wherein the diameter is expanded toward the outer peripheral side so as to fit together.
  7.  前記せん断形筒状ゴム体と前記取付ボルトとの間に、該せん断形筒状ゴム体の変形を制限するストッパが配されていることを特徴とする請求項1乃至6のいずれかに記載の積層ゴム体用接合部材。 7. The stopper according to claim 1, wherein a stopper for restricting deformation of the sheared cylindrical rubber body is disposed between the sheared cylindrical rubber body and the mounting bolt. 8. Bonding member for laminated rubber bodies.
  8.  請求項1乃至7のいずれかに記載の積層ゴム体用接合部材を備えることを特徴とする積層ゴム体。 A laminated rubber body comprising the joining member for a laminated rubber body according to any one of claims 1 to 7.
  9.  請求項8に記載の積層ゴム体により支持されることを特徴とする構造物。 A structure that is supported by the laminated rubber body according to claim 8.
PCT/JP2010/067073 2009-10-06 2010-09-30 Laminated rubber body joining members, as well as laminated rubber body and structure using such joining members WO2011043242A1 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014005859A (en) * 2012-06-22 2014-01-16 Ihi Corp Coupling structure
JP2015148084A (en) * 2014-02-06 2015-08-20 三井住友建設株式会社 Foundation structure for structure
CN104947823A (en) * 2014-03-28 2015-09-30 株式会社普利司通 Shock isolation apparatus
JP2016044724A (en) * 2014-08-21 2016-04-04 株式会社フジタ Aseismic base isolation method and seismic isolator for structure and bolt fixing laminated rubber used at seismic isolator
JP2017032104A (en) * 2015-08-04 2017-02-09 三井住友建設株式会社 Construction support structure
JP2017172229A (en) * 2016-03-24 2017-09-28 公益財団法人鉄道総合技術研究所 Bridge girder support structure
CN108386427A (en) * 2017-02-02 2018-08-10 福特全球技术公司 Insertion piece for joint element
CN114212264A (en) * 2021-12-04 2022-03-22 中船邮轮科技发展有限公司 Helicopter platform blotter and buffering support

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20170055501A (en) * 2014-09-09 2017-05-19 아이디얼 브레인 가부시키가이샤 Inter-member connecting structure
KR101934804B1 (en) * 2018-02-22 2019-03-18 주식회사 케이씨산업 Double wall structure and fabrication and installation method of structures using the same
JP6933866B2 (en) * 2019-04-25 2021-09-08 育良精機株式会社 Bar material feeder

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0630511U (en) * 1992-09-28 1994-04-22 昭和電線電纜株式会社 Elastic fastener
JP2002250008A (en) * 2001-02-26 2002-09-06 Kawaguchi Metal Industries Co Ltd Laminated rubber support and fixing structure of the same support to structure
JP2004296042A (en) * 2003-03-28 2004-10-21 Polymatech Co Ltd Anisotropic damper and manufacturing method for anisotropic damper
JP2006274752A (en) * 2005-03-30 2006-10-12 Yokohama Rubber Co Ltd:The Elastic support for bridge
JP2006283408A (en) * 2005-03-31 2006-10-19 Daiwa House Ind Co Ltd Vibration control structure
JP2008025830A (en) * 2006-06-20 2008-02-07 Shimizu Corp Base isolation device
JP2008215442A (en) * 2007-03-01 2008-09-18 Tokyo Institute Of Technology Isolator protective device and base isolation device

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0630511U (en) * 1992-09-28 1994-04-22 昭和電線電纜株式会社 Elastic fastener
JP2002250008A (en) * 2001-02-26 2002-09-06 Kawaguchi Metal Industries Co Ltd Laminated rubber support and fixing structure of the same support to structure
JP2004296042A (en) * 2003-03-28 2004-10-21 Polymatech Co Ltd Anisotropic damper and manufacturing method for anisotropic damper
JP2006274752A (en) * 2005-03-30 2006-10-12 Yokohama Rubber Co Ltd:The Elastic support for bridge
JP2006283408A (en) * 2005-03-31 2006-10-19 Daiwa House Ind Co Ltd Vibration control structure
JP2008025830A (en) * 2006-06-20 2008-02-07 Shimizu Corp Base isolation device
JP2008215442A (en) * 2007-03-01 2008-09-18 Tokyo Institute Of Technology Isolator protective device and base isolation device

Cited By (10)

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TWI531736B (en) 2016-05-01

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