JP5918643B2 - Double-sided slide support device for structures - Google Patents

Description

  The present invention relates to a double-sided slide support device for a structure installed between an upper structure and a lower structure of a structure such as a building or a bridge. In contrast, the present invention relates to a double-sided slide support device for a structure that absorbs by relative displacement via an upper and lower slide surface, and absorbs by compressing and deforming an elastic body against vertical displacement in the vertical direction.

  After the Hyogoken-Nanbu Earthquake, seismic isolation structures that reduce seismic force and improve seismic resistance through longer periods and higher damping using high-damping rubber-based seismic isolation bearings and laminated rubber bearings with lead plugs are common Has been adopted. As a function-separated type support structure, a case in which a support structure that combines a vertical load support bearing that handles a vertical load and a horizontal force distribution bearing that handles a horizontal force is increasing.

  In addition, an elastic bearing with sliding surfaces on both the upper and lower sides is placed between the upper structure and the lower structure as a seismic isolation or vibration control bearing device for the structure. There has been proposed a double-sided slide support device for a structure that reduces horizontal displacement and transmits it to an upper structure.

JP 2001-140976 A JP 2002-39266 A

  Conventional double-sided slide bearings for structures have a structure in which the upper and lower structures are relatively displaced with respect to a displacement in one horizontal direction, and do not correspond to a displacement in all horizontal directions that acts during an earthquake. In addition, it is necessary to dispose a stopper for limiting the displacement, which has a problem of a complicated configuration. In addition, for the vertical vertical displacement acting on the vertical structure during an earthquake, the elastic body compresses and absorbs the vertical downward displacement, but for the vertical upward displacement, A tensile force acts on the elastic body, and an elastic body such as rubber has a tensile allowance, so the area and thickness of the elastic body must be increased in order to cope with the tensile force acting on the elastic body. This is not preferable in the technical field of bearings for structures that are required to be made.

  The present invention solves the problems of the prior art, has a simple structure, and is relatively attenuated by the relative displacement through the upper and lower slide surfaces with respect to the horizontal displacement in all directions that acts during an earthquake, resulting in an upper structure. It is an object of the present invention to provide a double-sided slide support device for a structure that can transmit and absorb a positive and negative displacement in a vertical direction acting on an upper and lower structure by compressing and absorbing an elastic body.

The structure double-sided slide support device of the present invention is a double-sided slide support device for a structure that is arranged between an upper structure and a lower structure of a structure such as a building or a bridge in order to solve the above-mentioned problem, A lower restraining member that detachably fixes an engaging pin that is arranged in parallel to the lower structure side and extends horizontally, and an engaging pin that is arranged in parallel to the direction perpendicular to the lower restraining member and extends horizontally on the upper structure side can be attached and detached. An upper restraining member that is fixed to the upper part, an elastic body that is disposed in a space surrounded by the lower restraining member and the upper restraining member, and a low friction material that is secured to the upper surface of the elastic body and that is installed in a horizontal part. and upper engaging members and the engaging pin and the engaging of the lower restraining member to the vertical portions at both ends to form a long hole extending in a vertical direction for transmitting the horizontal and vertical displacement of the lower structure of the lower surface of the elastic member Low friction material fixed to the horizontal part And lower engagement member formed with the long hole extending in a vertical direction for transmitting the horizontal and vertical displacement of the installed engaging pin and the engaging and superstructure of the upper retaining member to the vertical portions at both ends of the horizontal portion, A low friction material disposed on the upper structure side and installed on the upper engagement member and an upper slide member forming an upper slide surface, and a low friction material and lower slide surface disposed on the lower structure side and installed on the lower engagement member And a lower slide member that forms an upper and lower structure that is horizontally displaced through the upper slide surface and the lower slide surface and absorbs the displacement in all horizontal directions that acts during an earthquake. The vertical displacement is absorbed by transmitting a pressing force or a pulling force to the elastic body via the engagement pin and compressing and deforming the elastic body.

Moreover, the structure double-sided slide support apparatus of this invention sets the friction coefficient of the said upper slide surface, and the friction coefficient of the said lower slide surface so that it may differ.

  Moreover, the double-sided slide support device for a structure of the present invention is characterized in that the elastic body is made of a highly-damping rubber or a laminated rubber containing a lead plug.

A double-sided slide support device for a structure that is arranged between an upper structure and a lower structure of a structure such as a building or a bridge, and is detachably fixed to an engagement pin that is arranged in parallel to the lower structure side and extends horizontally. A lower restraining member, an upper restraining member that detachably fixes an engaging pin that is disposed in parallel to the direction perpendicular to the lower restraining member and extends horizontally on the upper structure side, and is surrounded by the lower restraining member and the upper restraining member the elastic body disposed in the space, the lower and the engagement pin and the engagement of the elastic member is fixed to the upper surface established a low friction material in a horizontal section the lower restraining member to the vertical portions at both ends of the horizontal portion structure An upper engaging member formed with a vertically extending elongated hole for transmitting a horizontal displacement and a vertical displacement, and a low-friction material fixed to the lower surface of the elastic body and provided with a low friction material in the vertical direction at both ends of the horizontal portion Engaging the engaging pin of the upper restraining member Low friction material and an upper slide surface which is placed with the lower engaging member formed with the horizontal direction and elongate hole extending in a vertical direction for transmitting the vertical displacement on said engaging member disposed on the superstructure side of and superstructure An upper slide member that forms the lower structure, a low friction material that is disposed on the lower engagement member and a lower slide member that forms the lower slide surface. On the other hand, the upper and lower structures are horizontally displaced relative to each other via the upper slide surface and the lower slide surface to absorb and push the elastic body through the engagement pin against the vertical vertical displacement acting during an earthquake. Seismic energy is attenuated by friction caused by sliding through the upper and lower sliding surfaces against displacement in all horizontal directions by transmitting pressure or lifting force and compressing and deforming the elastic body. It is possible. Further, it is possible to reduce the amount of horizontal displacement transmitted to the upper structure by causing the horizontal displacement acting on the lower structure during an earthquake to be displaced in the opposite direction by the upper and lower fixing portions of the elastic body. In addition, in the event of an earthquake, any displacement in the vertical direction acting on the vertical structure is absorbed by the compressive deformation of the elastic body, so there is no need to pay attention to the allowable tensile value of the rubber that constitutes the elastic body. Therefore, it is possible to reduce the size and thickness of the bearing.
Seismic isolation performance can be improved by using a highly-damping rubber or a laminated rubber containing lead plug as the elastic body.

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  An embodiment of a double-sided slide support device 1 for a structure according to the present invention will be described with reference to the drawings. FIG. 1 is a side view of a double-sided slide support 1 for a structure according to the present invention, FIG. 1 (B) is a view showing a cut surface taken along line AA of FIG. 1, and FIG. It is the side view rotated 90 degree | times.

  The double-sided slide support device 1 for a structure is disposed between an upper structure 3 and a lower structure 2 of a structure such as a building or a bridge. A base plate 4 is fixed to the lower structure 2 via a fixing bolt 7 to a connecting member 6 having a female screw hole connected to an anchor bolt 5 embedded in the lower structure 2.

  As shown in FIGS. 4A, 4B, and 4C, a lower restraining member 8 is installed in parallel on the base plate 4 at a predetermined interval. The lower restraining member 8 is formed with a female screw hole 8a for engaging the engagement pin.

  A sole plate 9 is detachably fixed to the upper structure 3 by a set bolt 10. As shown in FIGS. 5A, 5 </ b> B, and 5 </ b> C, the upper restraint member 11 is installed on the sole plate 9 in parallel with a predetermined interval in a direction orthogonal to the lower restraint member 8. The upper restraining member 11 is formed with a female screw hole 11a for engaging the engagement pin.

  The elastic body 12 is disposed in a space surrounded by the lower restraining member 8 and the upper restraining member 11. As the elastic body 12, a laminated rubber obtained by laminating rubber and a reinforcing steel plate in the vertical direction, a high damping rubber, a laminated rubber containing a lead plug, or the like is used. On the upper and lower surfaces of the elastic body 12, an upper connecting steel plate 13 and a lower connecting steel plate 14 that protrude slightly outward from the outer peripheral surface of the elastic body 12 are arranged. The rubber, the reinforcing steel plate, the upper connecting steel plate 13 and the lower connecting steel plate 14 are integrated by vulcanization integrated molding.

  The upper engaging member 15 disposed on the upper surface of the elastic body 12 shown in FIGS. 7A, 7B, and 7C is a U-shaped member having a vertical portion 15b formed at both ends of the horizontal portion 15a. . The upper engagement member 15 is fixed to the upper surface of the elastic body 12 so that the vertical portion 15b faces downward. The length between the vertical portions 15b formed at both ends of the horizontal portion 15a is substantially the same as the distance between the insides of the lower restraining members 8 arranged in parallel. An elongated hole 15c extending in the vertical direction is formed in the vertical portion 15b. A low friction material 16 having the same size as the upper surface of the elastic body 12 is installed at the center of the upper surface of the horizontal portion 15a. As the low friction material 16, tetrafluoroethylene or polished stainless steel is used. The low friction material 16 is installed at a position corresponding to the upper surface of the elastic body 12, and the size thereof is substantially the same as the size of the upper surface of the elastic body 12.

  8A, 8B, and 8C, the lower engagement member 17 disposed in the direction perpendicular to the upper engagement member 15 on the lower surface of the elastic body 12 has vertical portions 17b at both ends of the horizontal portion 17a. A member having a U-shaped cross section. The lower engagement member 17 is fixed to the lower surface of the elastic body 12 so that the vertical portion 17b faces upward. The length between the vertical portions 17b formed at both ends of the horizontal portion 17a is substantially the same as the distance between the insides of the upper restraining members 11 arranged in parallel. An elongated hole 17c extending in the vertical direction is formed in the vertical portion 17b. A low friction material 16 having the same size as the upper surface of the elastic body 12 is installed in the center of the lower surface of the horizontal portion 17a. As the low friction material 16, tetrafluoroethylene or polished stainless steel is used. The low friction material 16 is installed at a position corresponding to the upper surface of the elastic body 12, and the size thereof is substantially the same as the size of the upper surface of the elastic body 12.

  FIGS. 9A, 9 </ b> B, and 9 </ b> C are diagrams illustrating how the upper engagement member 15 and the lower engagement member 17 are attached to the elastic body 12. The upper engagement member 15 is placed on the upper surface of the elastic body 12 so that the vertical portion 15b faces downward, and a connection bolt 18 is screwed from below the upper connection steel plate 13 of the elastic body 12 to attach the upper engagement member 15 to the upper engagement member 15. The elastic body 12 is fixed to the upper surface. The lower surface of the elastic body 12 is installed so that the vertical portion 17b faces upward in a direction orthogonal to the mounting direction of the upper engagement member 15, and a connection bolt 18 is screwed onto the lower connection steel plate 14 of the elastic body 12. The lower engagement member 17 is fixed to the lower surface of the elastic body 12. The elastic body 12 to which the upper and lower engagement members 15 and 17 are fixed is located at the intersection of the upper and lower engagement members 15 and 17, and the upper and lower low friction materials 16 are also located at the intersection of the upper and lower engagement members 15 and 17. .

  10 (A) and 10 (B) are views showing the attachment state of the elastic body 12 in which the upper and lower engagement members 15 and 17 are fixed to the lower restraining member 8. FIG. The engaging pin 19 is screwed into the female screw hole 8a for screwing the engaging pin of the lower restraining member. As shown in FIG. 3B, the engagement pin 19 engages movably along a long hole 15c formed in the vertical portion 15b of the upper engagement member 15 and extending in the vertical direction. A space of a predetermined interval is provided between the vertical portion 15 b that is an engagement portion of the upper engagement member 15 with the lower restraining member 8 and the outer peripheral portion of the elastic body 8 and the low friction material 16. The engaging pins 19 are made of high-strength steel, and the number of engaging pins 19 arranged on the lower restraining member 8 is set according to the scale of the support.

  FIGS. 11A and 11B are views showing the attachment state of the elastic body 12 in which the upper and lower engagement members 15 and 17 are fixed to the upper restraining member 11. The engaging pin 19 is screwed into the female screw hole 11a for engaging the engaging pin of the lower restraining member 11. As shown in FIG. 3A, the engagement pin 19 engages movably along an elongated hole 17c formed in the vertical portion 17b of the lower engagement member 17 and extending in the vertical direction. A space having a predetermined interval is provided between the vertical portion 17 b that is an engagement portion of the lower engagement member 17 with the upper restraining member 11 and the outer peripheral portion of the elastic body 8 and the low friction material 16. The engaging pins 19 are made of high-strength steel, and the number of engaging pins 19 arranged on the upper restraining member 8 is set according to the scale of the support.

  In the double-sided sliding bearing device 1 for a structure, the low friction material 16 of the upper engagement member 15 forms the upper friction surface with the low friction sole plate 9 on the upper structure 3 side, and the low friction material of the lower engagement member 17 is reduced. The material 16 forms the lower friction base plate 4 and the lower slide surface on the lower structure 2 side. A low friction member may be installed on the sole plate 9 and the base plate 4.

  The case where a horizontal force acts on the double-sided slide support device 1 for structures will be described with reference to FIG.

  The double-sided slide support device 1 for a structure of the present invention can cope with horizontal stress in all directions by being attached to the upper and lower structures 3 and 2 as described above. During an earthquake, the horizontal force acting on the lower structure 2 is in the direction of the horizontal force acting on the lower structure 2 via the upper slide surface between the low friction material 16 of the upper engagement member 15 and the sole plate 9 on the upper structure 3 side. Slide. Further, the horizontal force acting on the lower structure 2 is transmitted to the elastic body 12 whose upper portion is fixed to the upper engagement member 15.

In the case of a normal elastic bearing, the upper and lower sides of the elastic body 12 are deformed in the same direction when a horizontal force is applied. In the double-sided slide support device 1 for a structure of the present invention, the elastic body 12 is vertically structured 3 as described above.
, 2, the horizontal force acting on the lower structure 2 is transmitted to the upper part of the elastic body 12 fixed to the upper engagement member 15. The horizontal force transmitted to the upper part of the elastic body 12 is converted into a displacement in the reverse direction with the central part of the elastic body 12 as a boundary, and the low friction material 16 of the lower engagement member 17 fixed to the lower part of the elastic body 12 and It slides in the direction opposite to the sliding direction of the upper slide surface via the lower slide surface with the base plate 4 on the lower structure 2 side. Further, the horizontal force transmitted to the lower engagement member 17 is transmitted to the upper structure 3 side by the engagement of the engagement pin 19 and the elongated hole 17c.

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Since the displacement direction of the upper engagement member 15 fixed to the upper part of the elastic body 12 is opposite to the displacement direction of the lower engagement member 17 fixed to the lower part of the elastic body 12, it is transmitted to the upper structure 3. The horizontal displacement is greatly reduced because the horizontal displacement of the upper engagement member 17 is subtracted. Furthermore, it becomes possible to attenuate the energy by the friction accompanying the slide on the upper slide surface and the lower slide surface.

  A case where vertical vertical displacement is applied to the structure double-sided slide support device 1 will be described with reference to FIG.

  In the case of a normal elastic bearing, when a vertically upward displacement is applied, a tensile force is applied to the elastic body. In the case of the double-sided slide bearing device 1 for a structure of the present invention, when a downward displacement in the vertical direction is applied, the elastic body 12 is compressed and deformed and absorbed in the same manner as a normal elastic bearing. When a vertical upward displacement is applied to the double-sided slide bearing device 1 for a structure of the present invention, the downward engagement member 17 fixed to the lower surface of the elastic body 12 is caused by the vertical upward displacement applied to the upper structure 3. The engaging pin 19 of the upper restraining member 11 fixed to the upper structure 3 side along the elongated hole 17c rises, engages with the upper end of the elongated hole 17, and a pulling force acts on the elastic body 12. The elastic body 12 is compressed and deformed to absorb the upward displacement in the vertical direction.

  The elastic body 12 compressively deforms and absorbs the upward displacement in the vertical direction, so that it is not necessary to pay attention to the allowable tensile value of rubber or the like constituting the elastic body 12, and the bearing can be reduced in size and thickness. It becomes possible.

  As described above, according to the double-sided slide support device for a structure of the present invention, it is possible to attenuate the seismic energy by friction by sliding through the vertical sliding surface with respect to the displacement in the entire horizontal direction. In addition, it is possible to reduce the amount of horizontal displacement transmitted to the upper structure 3 by causing the horizontal displacement acting on the lower structure 2 during an earthquake to be displaced in the opposite direction by the upper and lower fixing portions of the elastic body 12. Also, in the event of an earthquake, the vertical displacement acting on the upper and lower structures 3 and 2 is absorbed by the compressive deformation of the elastic body in any case, so pay attention to the allowable tensile value of the rubber or the like constituting the elastic body 12 Therefore, the bearing can be made smaller and thinner.

  1: double-sided slide support device for structure, 2: lower structure, 3: upper structure, 4: base plate, 5: anchor bolt, 6: connecting member, 7: fixing bolt, 8: lower restraining member, 8a: engaging pin Female thread hole for screwing, 9: sole plate, 10: set bolt, 11: upper restraint member, 11a: female thread hole for threading engagement pin, 12: elastic body, 13: upper connecting steel plate, 14: lower connecting steel plate, 15: Upper engaging member, 15a: horizontal portion, 15b: vertical portion, 15c: elongated hole, 16: low friction material, 17: lower engaging member, 17a: horizontal portion, 17b: vertical portion, 17c: elongated hole, 18: Connecting bolt 19: engaging pin 19

Claims (3)

A double-sided slide support device for a structure that is arranged between an upper structure and a lower structure of a structure such as a building or a bridge,
A lower restraining member that detachably fixes an engaging pin that is arranged in parallel to the lower structure side and extends horizontally;
An upper restraining member that detachably fixes an engagement pin that is arranged in parallel to the direction perpendicular to the lower restraining member and extends horizontally on the upper structure side;
An elastic body disposed in a space surrounded by the lower restraining member and the upper restraining member;
Transmitting the horizontal and vertical displacement of the engaging pin and the engaging and lower structure of the lower restraining member to the vertical portions at both ends of the low friction material is placed on the horizontal portion is fixed to the upper surface of the elastic body the horizontal portion An upper engaging member having a long hole extending in the vertical direction;
Transmitting the horizontal and vertical displacement of the engaging pin and the engaging and superstructure of the upper retaining member to the vertical portions at both ends of the fixed to the lower surface of the elastic body is placed a low friction material in a horizontal section the horizontal section A lower engagement member having a long hole extending in the vertical direction;
An upper slide member that forms an upper slide surface with a low friction material disposed on the upper engagement member and disposed on the upper structure side;
A lower sliding member that forms a lower sliding surface and a low friction material disposed on the lower engaging member and disposed on the lower structure side;
With
With respect to the displacement in all horizontal directions that acts during an earthquake, the upper and lower structures are displaced relative to each other horizontally through the upper slide surface and the lower slide surface, and are absorbed.
A structure that absorbs a vertical vertical displacement acting during an earthquake by transmitting a pressing force or a pulling force to the elastic body via the engagement pin and compressing and deforming the elastic body. Double-sided slide support device.   2. The double-sided slide support device for a structure according to claim 1, wherein the friction coefficient of the upper slide surface and the friction coefficient of the lower slide surface are set differently.   3. The double-sided slide support device for a structure according to claim 1 or 2, wherein the elastic body is made of high damping rubber or laminated rubber containing lead plug.

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