JP2005090566A - Joint structure for base isolation related part in base isolation system - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a joint structure for a base isolation related part in a base isolation system capable of joining the base isolation related part such as a pantograph type friction damper to an upper structure part and a lower structure part to follow vertical displacement operation of the upper structure part when isolating the base, and facilitated in assembling with simple structure, and realized at low cost. <P>SOLUTION: A pin 7 is directed in the vertical direction, and an upper and a lower ends thereof are held by the friction damper 4, and the upper structure part 2 is provided with a horizontal plate part 8 provided with a hole 9, into which the pin 7 is to be inserted, and the pin 7 is inserted into the hole 9. A cylindrical body 10 is provided to hold the horizontal plate part 8 at an intermediate position between an upper and a lower holding parts 5 and 6 of the pin 7. The hole 9 of the horizontal plate 8 is designed so that a pin shaft is relatively tilted against the horizontal plate part 8 in the condition that the plate 8 is supported by the cylindrical body 10. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

  The present invention relates to a joint structure of seismic isolation related parts in a seismic isolation system.

  In a building seismic isolation system, if the seismic isolation bearing part is composed of, for example, a rolling bearing or the like, and the upper structure part is displaced up and down during the seismic isolation, the seismic isolation related parts that expand and contract in the horizontal direction, For example, a damper for damping must be able to follow the vertical displacement movement of the upper structure, and therefore it is a very important issue to use any joint mechanism to join the upper structure and the lower structure. However, the most common joint means used in that case is a so-called universal joint.

  However, the universal joint has a problem that its structure is complicated and it is difficult to incorporate it into the joint part, and it is very expensive.

  In view of the above problems, the present invention can be jointed to the upper structure part and / or the lower structure part so that the seismic isolation related parts can follow the vertical displacement operation of the upper structure part at the time of the base isolation, Moreover, it is an object of the present invention to provide a joint structure for seismic isolation related parts in a seismic isolation system that can be realized with a simple structure, easy to incorporate, and at low cost.

The above problem is that the upper structure part is supported by the lower structure part via the seismic isolation bearing part, and the seismic isolation support part is configured to displace the upper structure part up and down at the time of the seismic isolation. In the seismic isolation system provided with seismic isolation related parts that are jointed to the lower structural part and extend or contract in the horizontal direction, the upper structural part and the seismic isolation related part, and / or the lower structural part and the seismic isolation related part. And a joint structure
The joint pins are directed vertically, and the upper and lower ends are held by either the seismic isolation related parts or the structure part.
The other is provided with a horizontal plate portion having a hole through which the pin passes, and the pin is passed through the hole of the horizontal plate portion,
A supporting means for holding the horizontal plate portion at an intermediate position between the upper and lower holding portions of the pin is provided
The hole in the horizontal plate part is designed to be a hole that allows the pin shaft to tilt relative to the horizontal plate part when supported by the support means. It is solved by the joint structure.

  In this joint structure, the seismic isolation related parts and the structural part are jointed by pins. In addition, the pin is directed vertically and passed through the hole in the horizontal plate portion, and the hole is formed in a hole that allows the pin shaft to be inclined relative to the horizontal plate portion. When the seismic isolation related parts try to tilt in the vertical direction due to the vertical displacement of the upper structure during the earthquake, the holes in the horizontal plate allow the movement, and the seismic isolation related parts move up and down the upper structure during the seismic isolation. It can tilt up and down following the displacement action. In this way, the seismic isolation related parts can be jointed to the structure so as to follow the vertical displacement operation of the upper structure during seismic isolation.

  In addition, since the support means for holding the horizontal plate portion at an intermediate position between the upper and lower holding portions of the pin is provided, the horizontal plate is in the middle of returning from the tilted state or in the middle of the seismic isolation related parts. Does not interfere with the upper and lower holding parts, so the seismic isolation related parts can be tilted smoothly in the vertical direction, and the followability of the seismic isolation related parts to the vertical displacement movement of the upper structure during the base isolation is smooth. Can be made.

  Then, either one of the seismic isolation related parts or the structural part is provided with the upper and lower pin holding parts, the other is provided with the horizontal plate part, these are jointed with the pins, and the horizontal plate part is supported by the upper and lower parts of the pins with the support means Since it is only a thing hold | maintained in the intermediate position between holding | maintenance parts, a structure is simple, the integration of a joint part is easy, and low cost can be implement | achieved.

  In the above joint structure, when the size of the hole in the horizontal plate part is set larger than the cross-sectional size of the pin, and the clearance allows the pin shaft to be inclined relative to the horizontal plate part. The joint structure as described above can be realized with a simple structure in which the size of the hole formed in the horizontal plate portion is determined by the relationship with the cross-sectional size of the pin.

  In that case, a cushioning material may be inserted between the inner peripheral portion of the hole of the horizontal plate portion and the outer peripheral portion of the pin. In this case, the backlash in the horizontal direction due to the clearance between the inner periphery of the hole and the outer periphery of the pin can be softened or eliminated by the cushioning material, and the movement of the seismic isolation related parts should be smooth. Can do.

  In that case, when the seismic isolation-related component is a friction damper, the initial rigidity of the friction damper can be lowered, and the damping operation can be started smoothly.

  In addition, since the size of both openings of the hole of the horizontal plate portion is designed to be larger than the size of the intermediate portion in the hole, the pin shaft can be inclined relative to the horizontal plate portion. It is good to be. In this case, the clearance between the horizontal plate portion and the pin can be reduced or eliminated while allowing the relative inclination of the pin with respect to the horizontal plate portion to be within a necessary range. Can reduce or eliminate rattling.

  The support means comprises a cylindrical body that is externally mounted on a pin, and the cylindrical body is provided between the upper holding part and the horizontal plate part or between the lower holding part and the horizontal plate part. Good. In this case, the support means can be incorporated by incorporating a cylindrical body into the outer peripheral portion of the pin, the structure of the support means can be simplified, and the support means can be easily incorporated into the joint part. It can be carried out.

  Since the present invention is as described above, the seismic isolation related parts can be jointed to the upper structure part and / or the lower structure part so as to follow the vertical displacement operation of the upper structure part during the seismic isolation, Moreover, it can be realized with a simple structure, easy to incorporate, and at low cost.

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

  1-4, 1 is a foundation as a lower structure part of a building, 2 is an upper structure part of the building, 3 is a seismic isolation bearing part, 4 is a pantograph friction damper as a seismic isolation related part It is.

  As shown in FIG. 3 (a), the seismic isolation bearing portion 3 includes a lower plate 3b fixed to the foundation 1 side, an upper plate 3a fixed to the upper structure 2 side, and the upper and lower plates 3a and 3b. And a spherical recess 3d, 3e is provided on each of the lower surface of the upper plate 3a and the upper surface of the lower plate 3b, and the spherical body 3c is installed in these recesses 3d, 3e. Therefore, as shown in FIG. 1 (a), when the upper and lower plates 3a and 3b are displaced relative to each other in the horizontal direction during the seismic isolation, the upper structure portion 2 is displaced vertically.

  The pantograph type friction damper 4 is provided in the same building in combination with the above-mentioned seismic isolation bearing part. The arm 4a is assembled in a quadrangular shape, and each joint part 4b is bolted to expand and contract. The horizontal vibration at the time of base isolation is attenuated by the frictional force generated by tightening each joint 4b. As shown in FIGS. 3B and 3C, the pantograph friction damper 4 is oriented in the horizontal direction, and one end joint portion thereof is jointed to the foundation 1 and the other end located diagonally. The end joints are jointed to the upper structure 2 and, during seismic isolation, the horizontal swing is attenuated by the frictional force at each joint 4b... By expanding and contracting as shown by phantom lines in FIG. It is made like that. The pantograph-type friction damper 4 has a relative displacement in the horizontal direction between the upper and lower plates 3a and 3b of the seismic isolation bearing 3 as shown in FIG. When the upper structure portion 2 is displaced up and down, the upper structure portion 2 follows it and is inclined in the vertical direction as shown in FIG.

  In order to cause the pantograph friction damper 4 to perform such a follow-up movement, the pantograph friction damper 4 is jointed to the upper structure portion 2 with the following structure.

  That is, as shown in FIG. 4 (a), upper and lower horizontal holding plate portions 5 and 6 as pin holding portions are provided at the ends of the pantograph friction damper 4 so as to be spaced apart in the vertical direction. The upper and lower ends of the joint pins 7 in the shape of bolts oriented in the vertical direction are held by the holding plate portions 5 and 6. Specifically, the pin bolt 7 is passed through the upper and lower holding plate portions 5, 6, the head 7 a of the bolt 7 is supported on the upper surface of the upper holding plate portion 5, and protrudes below the lower holding plate portion 6. The holding structure is configured such that a bolt 7 is screwed onto the tip of the bolt 7 to be screwed.

  Further, a horizontal plate portion 8 having a hole 9 through which the pin 7 is passed is attached to the upper structure portion 2 side, and the horizontal plate portion 8 has a pin 7 inserted through the hole 9 and is It is provided between the holding plate portions 5 and 6.

  Further, as shown in FIGS. 4A and 4B, a cylindrical body 10 as a supporting means is provided between the upper holding plate portion 5 on the damper 4 side and the horizontal plate portion 8 on the upper structure portion 2 side. Is mounted on the pin 7 and the cylindrical body 10 holds the horizontal plate portion 8 at an intermediate position between the upper and lower holding plate portions 5 and 6. In addition, 11 is a washer.

  As shown in FIG. 4B, the size of the hole 9 in the horizontal plate portion 8 is set larger than the cross-sectional size of the pin 7, and the pin shaft is inclined relative to the horizontal plate portion 8 by the clearance. It has been made so that it can. Further, a buffer material 12 is annularly inserted between the inner peripheral portion of the hole 9 of the horizontal plate portion 8 and the outer peripheral portion of the pin 7. The buffer material 12 may be a rubber-like elastic material, a viscoelastic material, or a viscous material.

  With such a joint structure, the pantograph friction damper 4 and the upper structure 2 are jointed, and the pantograph friction damper 4 and the foundation 1 are the same as shown in FIG. It is jointed by the joint structure.

  In the above joint structure, the pin 7 is directed vertically and passed through the hole 9 of the horizontal plate portion 8, and the hole 9 is set to a size larger than the cross-sectional size of the pin 7, so that FIG. (B) As shown in (b), if the pantograph friction damper 4 is inclined in the vertical direction by the vertical displacement operation of the upper structure portion 2 during seismic isolation, the clearance with the hole 9 in the horizontal plate portion 8 The movement is allowed, and the pantograph friction damper 4 can be tilted in the vertical direction following the vertical displacement operation of the upper structure part 2 at the time of base isolation. It can be jointed to the upper structure portion 2 so as to follow the up-and-down displacement operation.

  In addition, since the horizontal plate portion 8 is held by the cylindrical body 10 at an intermediate position between the upper and lower holding plate portions 5 and 6 of the pin 7, the pantograph friction damper 4 is inclined in the middle or in the vertical direction. On the way back from the state, the horizontal plate portion 8 does not interfere with the upper and lower holding plate portions 5 and 6, and the force is always applied to the central height portion of the damping material 4, and the force is applied without being eccentric. Therefore, the pantograph type friction damper 4 can be smoothly tilted in the vertical direction, and the followability of the pantograph type friction damper 4 to the vertical displacement operation of the upper structure portion 2 at the time of base isolation is smoothed. Moreover, it can be realized only by incorporating the cylindrical body 10.

  Then, the pantograph friction damper 4 is provided with upper and lower holding plate portions 5 and 6 for holding the pins, and the upper structure portion 2 is provided with the horizontal plate portion 8, which are jointed with the pins 7, and the horizontal plate portion 8 is simply held at the intermediate position between the upper and lower holding plate portions 5 and 6 by the cylindrical body 10, so that the structure is simple, the joint portion can be easily assembled, and low cost is realized. be able to.

  In addition, in the present embodiment, since the cushioning material 12 is inserted between the inner peripheral portion of the hole 9 of the horizontal plate portion 8 and the outer peripheral portion of the pin 7, the inner peripheral portion of the hole 9 The backlash in the horizontal direction due to the clearance with the outer periphery of the pin 7 can be softened or eliminated by the cushioning material 12, and the movement for damping the pantograph friction damper 4 can be made smooth.

  In particular, in the present embodiment, since the seismic isolation related part is made of the friction damper 4, the initial rigidity of the friction damper 4 can be reduced, and the damping operation can be started smoothly.

  FIGS. 5A and 5B show other examples of holes 9 formed by the horizontal plate portion 8. In the example shown in FIG. 5 (a), the hole 9 has a drum shape with a curve in the longitudinal section, so that the size of both openings 9 a and 9 a of the hole 9 is larger than the size of the intermediate part in the hole 9. Is also designed to be large. Further, in the example shown in FIG. 5 (b), both the openings 9 a and 9 a of the hole 9 are expanded by chamfering, so that the size of both the openings 9 a and 9 a of the hole 9 is larger than the size of the intermediate part in the hole 9. Is also designed to be large. In any case, the clearance between the horizontal plate portion 8 and the pin 7 can be reduced or eliminated while allowing the relative inclination of the pin 7 with respect to the horizontal plate portion 8 within a necessary range. The backlash between the plate portion 8 and the pin 7 can be reduced or eliminated. In this case, a cushioning material may be inserted between the inner peripheral portion of the hole 9 and the outer peripheral portion of the pin 7, or the cushioning material may be omitted.

  Although the embodiment of the present invention has been described above, the present invention is not limited to this, and various modifications can be made without departing from the spirit of the invention. For example, in the above embodiment, the same joint structure is employed for both the joint between the pantograph friction damper 4 and the upper structure portion 2 and the joint between the damper 4 and the foundation 1. Any one of them may have another joint structure, for example, a joint structure using a universal joint.

  In the above embodiment, the upper and lower holding plate parts 5 and 6 are provided on the pantograph friction damper 4 side, and the horizontal plate part 8 is provided on the structure parts 1 and 2 side. The upper and lower holding plate parts 5 and 6 may be provided on the structure parts 1 and 2 side, and the horizontal plate part 8 may be provided on the pantograph friction damper 4 side. In that case, the cylindrical body is put between the lower holding plate portion and the horizontal plate portion. Moreover, although the case where the shock absorbing material 12 was put between the horizontal plate part 8 and the pin 7 is shown in embodiment shown in FIGS. 1-4, you may abbreviate | omit.

  In the above embodiment, a pantograph type friction damper is used as the friction damper. However, other friction dampers may be used, and various dampers such as a cylinder type that do not depend on friction may be used. In addition, the seismic isolation related parts are not limited to dampers, but may be, for example, a cylinder type wind sway fixing device or the like. Various seismic isolation related parts that follow the vertical displacement of the upper structure part and tilt in the vertical direction in relation to the base isolation bearing part may be used.

  Furthermore, in the above embodiment, the above embodiment shows a case where the seismic isolation bearing portion 3 is made of a rolling bearing, but it may be made of other bearings. What is necessary is just to consist of what displaces an upper structure part up and down.

The embodiment shows the operating state of the joint structure. FIG. (A) is a sectional front view of the seismic isolation bearing, (b) is a plan view of a pantograph friction damper, and (c) is a front view of the damper. It is. FIG. 1A is an enlarged view of a portion A in FIG. 1C, and FIG. 1B is a vertical sectional view of the portion shown in FIG. FIG. 1A is a sectional front view of a seismic isolation bearing, FIG. 2B is a plan view of a pantograph friction damper, and FIG. 1C is a front view of the damper. is there. FIG. 1 (a) is an enlarged view of a portion B in FIG. 3 (c), and FIG. 2 (b) is a longitudinal sectional view of the portion shown in FIG. FIGS. 1A and 1B are longitudinal sectional views showing other examples of holes provided in the horizontal plate portion.

Explanation of symbols

1 ... Foundation (lower structure)
2 ... Superstructure 3 ... Seismic isolation bearing 4 ... Pantograph friction damper (friction damper, seismic isolation related parts)
5, 6 ... Holding plate part (pin holding part)
7 ... Pin 8 ... Horizontal plate portion 9 ... Hole 9a, 9a ... Both openings 10 ... Cylindrical body (supporting means)
12 ... cushioning material

Claims (6)

The upper structure part is supported by the lower structure part through the seismic isolation bearing part, and the seismic isolation support part is configured to displace the upper structure part up and down at the time of the seismic isolation. In the seismic isolation system provided with seismic isolation related parts that are jointed and expand and contract in the horizontal direction, a joint that joins the upper structure part and the seismic isolation related part and / or the lower structure part and the seismic isolation related part. Structure,
The joint pins are directed vertically, and the upper and lower ends are held by either the seismic isolation related parts or the structure part.
The other is provided with a horizontal plate portion having a hole through which the pin passes, and the pin is passed through the hole of the horizontal plate portion,
A supporting means for holding the horizontal plate portion at an intermediate position between the upper and lower holding portions of the pin is provided
The hole in the horizontal plate part is designed to be a hole that allows the pin shaft to tilt relative to the horizontal plate part when supported by the support means. Joint structure.   The size of the hole of the horizontal plate portion is set to be larger than the cross-sectional size of the pin, and the clearance allows the pin shaft to be inclined relative to the horizontal plate portion. Joint structure of seismic isolation related parts in the seismic isolation system.   The joint structure of seismic isolation related parts in a seismic isolation system according to claim 2, wherein a cushioning material is inserted between the inner peripheral part of the hole of the horizontal plate part and the outer peripheral part of the pin.   The joint structure of seismic isolation related parts in a seismic isolation system according to claim 3, wherein the seismic isolation related parts are friction dampers.   The size of both openings of the hole of the horizontal plate portion is designed to be larger than the size of the intermediate portion in the hole so that the pin shaft can be inclined relative to the horizontal plate portion. Item 5. The joint structure of seismic isolation related parts in the seismic isolation system according to any one of Items 1 to 4.   The support means comprises a cylindrical body that is externally mounted on a pin, and the cylindrical body is provided between the upper holding part and the horizontal plate part or between the lower holding part and the horizontal plate part. The joint structure of seismic isolation related parts in the seismic isolation system according to any one of claims 1 to 5.

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