JP5625661B2 - Seismic isolation device and its installation method - Google Patents

Description

  The present invention relates to a seismic isolation device and an installation method thereof.

  Seismic isolation devices that support buildings, floors, large equipment, etc. are known. As shown in the schematic side sectional view of FIG. 9, the seismic isolation device has an isolator 7 such as laminated rubber and a friction damper 110. The isolator 7 is interposed in a vertical gap δ between the upper structure 3 and the lower structure 1 and supports the upper structure 3 in a seismic isolation manner. The friction damper 110 is interposed in parallel with the isolator 7 in the vertical gap δ, and damps horizontal vibration between the upper structure 3 and the lower structure 1.

  As an example of such a friction damper 110, Patent Document 1 discloses (1) a friction damping force generation unit having a friction surface 121a and a sliding surface 125a that slides while being in pressure contact with the friction surface 121a. 120, and (2) a group of disc springs 130 that are interposed in series with the friction damping force generation unit 120 in the vertical gap δ and generate a resilient force that is used for the pressure contact force of the friction damping force generation unit 120, 130 (hereinafter also referred to as a disc spring group 130G) and (3) the friction damping force generator 120 and the disc spring group 130G are interposed in series in the vertical gap δ to transmit the elastic force in the vertical direction. An elastic force transmitting member 140 that performs, and (4) a compressive deformation imparting member 150 that is used when setting the elastic force of the disc spring group 130G, and that imparts an upward and downward compressive deformation to the disc spring group 130G. A configuration with To have.

  The friction damper 110 is installed in the vertical gap δ as follows. First, the disc spring group 130G is compressed and deformed by tightening the nut 155 of the compressive deformation imparting member 150 so that the magnitude of the compression elastic force becomes the design value of the pressure contact force. The friction damper 110 is interposed in the vertical gap δ. Then, the filler plates 190, 190... Are inserted and inserted into the gap S between the upper surface 110a of the friction damper 110 and the lower surface 3a of the upper structure 3 from the side to fill the gap S. 3 and the lower structure 1 are allowed to take the reaction force of the elastic force of the disc spring group 130G. Finally, by loosening the nut 155 of the compression deformation imparting member 150, the compression deformation of the disc spring group 130G by the compression deformation imparting member 150 is released, whereby the disc springs are removed from the upper structure 3 and the lower structure 1. While taking the reaction force of the elastic force of the group 130G, the elastic force is applied to the friction damping force generation unit 110 as the pressure force, and the design value pressure force is applied.

Japanese Patent Laid-Open No. 10-238164

However, the above-described filler plates 190, 190... Must be inserted while adjusting the total thickness of the filler plates 190, 190. , 190 ... needing to combine several pieces, etc., was a cumbersome task.
Further, when the size of the gap S is so large that it cannot be compensated by the filler plates 190, 190 ..., further grout filling is performed after the filler plates 190, 190 ... are inserted. A formwork had to be assembled on the outer periphery, which was more laborious than inserting the filler plates 190, 190.

  On the other hand, as is clear from the above, in this type of friction damper 110, when the friction damper 110 is interposed in the vertical gap δ, the total height (the total length in the vertical direction) of the friction damper 110 is set to a predetermined planned value. Only when the disc spring group 130G is compressed and deformed by the above-mentioned design value to produce the desired elastic force, and as a result, the elastic force is used as a pressure contact force to produce a frictional force of the magnitude as planned. It can be generated as a damping force.

Therefore, when the vertical gap δ changes with time after the friction damper 110 is installed, the magnitude of the pressure contact force also changes, and as a result, the friction damper 110 does not exhibit the desired damping capability. In this case, therefore, it is necessary to readjust the filler plates 190, 190. That is, it is necessary to remove the friction damper 110 from the vertical gap δ and re-install the friction damper 110 while changing the amount of filler plates 190, 190... To be inserted by the change in the gap S (δ). .
However, the removal and re-installation work of the friction damper 110 is a considerably large work and cannot be easily performed.

  The present invention has been made in view of the conventional problems as described above, and its purpose is to greatly reduce the adjustment work load at the time of installing the friction damper, and to adjust the pressure contact force even after the installation. It is easy to implement and ensures that the damping force is as planned.

In order to achieve this object, the invention shown in claim 1
An isolator that is interposed in a vertical gap between the upper structure and the lower structure and that supports the upper structure in a seismic isolation manner;
And a friction damper that is interposed in parallel with the isolator in the vertical gap, and that damps horizontal vibration between the upper structure and the lower structure using a friction force as a damping force. A device,
The friction damper is
A friction damping force generator having a friction surface and a sliding surface that slides while being in pressure contact with the friction surface;
A spring member interposed in series with the friction damping force generation unit in the vertical gap, and generating a spring force to generate a pressure contact force in the friction damping force generation unit;
A resilient force transmission member that is interposed in series with the friction damping force generation unit and the spring member in the vertical gap, and that transmits the resilient force in the vertical direction;
The bullet Hatsuryoku transmission member includes a first plate secured to either one of the upper structure and lower structure, a second plate disposed opposite with a gap to the first plate, the size of the gap Changing the total length of the elastic force transmission member to a predetermined value by changing the length, and a fixing mechanism for fixing the total length to the predetermined value,
The interval is a space for arranging a jack when setting the elastic force related to the pressure contact force with respect to the spring member,
After the removal of the jack, the fixing mechanism holds the size of the interval expanded until the elastic force reaches a set value by the jack .
The friction damping force generation unit has a flange plate to which a friction material is fixed,
One end of a cylindrical shaft is fixed to the flange plate,
The cylindrical shaft passes through a through hole of a disc spring as the spring member,
The cylindrical shaft is passed through a through hole provided in the second plate in a non-contact manner with a clearance,
The other end of the cylindrical shaft is engaged with a through hole provided in the first plate so that the second plate is not interposed and the vertical movement is relatively movable and the horizontal movement is impossible. It is characterized by that.

The fixing mechanism has a rod that connects the first plate and the second plate;
  The upper end portion and the lower end portion of the rod body are fastened and fixed to the first plate and the second plate by a screwing structure,
  The size of the interval may be changed by changing the length of the portion of the bar located between the first plate and the second plate.

The fixing mechanism includes an upper member fixed integrally to the lower surface of the first plate, a lower member fixed integrally to the upper surface of the second plate, and the upper member and the lower member. A high-strength bolt that is superposed between the vertical surfaces and fastened and fixed in a friction bonded state,
  At least one of the bolt holes of the high-strength bolts formed in the upper member and the lower member may be a long hole that is long in the vertical direction.

A method of installing a seismic isolation device as described above,
  A placing step of placing the friction damper on the lower structure;
  Until there is no gap between the upper surface of the friction damper placed on the lower structure and the lower surface of the upper structure, between the first plate and the second plate of the elastic force transmitting member. A first expansion step of widening the interval of
  A second expansion step of arranging a jack at the interval, and expanding the interval until the elasticity reaches the set value by the jack;
  An interval fixing step of fixing the size of the interval by the fixing mechanism in a state where the elastic force becomes the set value;
  It is good also as having the jack removal process which removes the said jack from the said space | interval.

  According to the present invention, the adjustment work load at the time of installation of the friction damper can be greatly reduced, and the pressure contact force can be easily adjusted even after the installation, and the damping force can be reliably generated as planned. it can.

It is a side view of the seismic isolation apparatus 10 of 1st Embodiment. 2 is a schematic center longitudinal sectional view of a friction damper 20. FIG. 3 is a top view of the friction damper 20. FIG. It is the perspective view which looked at the friction damper 20 from diagonally downward. It is the same exploded perspective view. It is a side view of the friction damper 20a which concerns on 2nd Embodiment. It is the perspective view which looked at the friction damper 20a from diagonally downward. It is a general | schematic center longitudinal cross-sectional view of the friction damper 20b of other embodiment. It is a schematic sectional side view of the friction damper 110 which concerns on the conventional seismic isolation apparatus.

=== First Embodiment ===
<<< Seismic isolation device 10 >>>
FIG. 1 thru | or FIG. 5 is explanatory drawing of the seismic isolation apparatus 10 of 1st Embodiment. FIG. 1 is a side view of the seismic isolation device 10. 2 is a schematic longitudinal sectional view of the friction damper 20, and FIG. 3 is a top view thereof. 4 is a perspective view of the friction damper 20 as viewed obliquely from below, and FIG. 5 is an exploded perspective view of the same. In the drawings used in the following description, in order to prevent complication of the drawings, depending on the drawings, the cross-sectional line of the cross-sectional portion that should originally be indicated by the cross-sectional line may be omitted as appropriate, or the cross-sectional portion may be colored in gray. Or show.

As shown in FIG. 1, the seismic isolation device 10 is interposed in a vertical gap δ between a building 3 (corresponding to an upper structure) and a foundation concrete 1 (corresponding to a lower structure) below the building 3. Yes. As a result, the building 3 is horizontally isolated from and protected from vibrations such as earthquakes.
The seismic isolation device 10 includes an isolator 7 for isolating and supporting the building 3, and a friction damper 20 interposed in parallel with the isolator 7 in the vertical gap δ to attenuate horizontal vibration between the building 3 and the foundation concrete 1. It is equipped with.

  The isolator 7 is a laminated rubber, for example. The weight of the building 3 is supported while allowing horizontal relative displacement (relative movement) between the building 3 and the foundation concrete 1 by the shear elastic deformation in the horizontal direction of the laminated rubber. In addition, as this isolator 7, a rolling bearing, a sliding bearing, etc. are applicable besides the above-mentioned laminated rubber.

  As shown in FIG. 2, the friction damper 20 includes a friction damping force generation unit 21 that generates a frictional force that is provided as a damping force of horizontal vibration, and a resilient force that is provided as a pressure contact force that is a vertical drag of the frictional force. A disc spring group 30G serving as a spring member that generates a spring, and a resilient force transmitting member 40 that transmits the resilient force in the vertical direction and takes the reaction force of the resilient force from the upper building 3 in this order. The main thing is that they are arranged in series from bottom to top. In addition to this main body, a relative displacement transmission member 60 is provided in parallel with the disc spring group 30G, and the relative displacement transmission member 60 allows the relative displacement in the horizontal direction of the building 3 relative to the foundation concrete 1 to be a friction damping force. The friction damping force generation unit 21 is transmitted to the generation unit 21 and slides to generate the friction force.

  The friction damping force generation unit 21 is disposed above the friction material 22, the friction material 22, the sliding material 24 having a sliding surface 24 a that slides while being pressed against the friction surface 22 a that is the lower surface of the friction material 22, and the lower surface. And a lower flange plate 26 having a circular shape in plan view to which the friction material 22 is fixed.

  The sliding material 24 is fixed to the upper surface of the foundation concrete 1 of the building 3. On the other hand, the friction material 22 is superposed and bolted to the lower surface of the lower flange plate 26 disposed adjacently under the disc spring group 30G. In this state, the friction material 22 is attached to the sliding surface 24a which is the upper surface of the sliding material 24. It is placed. Therefore, when the friction material 22 and the sliding material 24 are relatively displaced (relative movement) in the horizontal direction, a frictional force is generated between the friction surface 22a and the sliding surface 24a.

  In this example, a stainless steel plate is used as the sliding material 24, and ultrahigh molecular weight polyethylene is used as the friction material 22, but these materials are appropriately selected based on the magnitude of necessary frictional force and the like. Further, this frictional force changes in accordance with the pressure contact force, which is a normal force applied to the friction surface 22a of the friction material 22 and the slide surface 24a of the slide material 24, and this pressure contact force is an elastic force of the disc spring group 30G. Granted by force.

  The disc spring group 30G is a disc spring laminated body in which a plurality of disc springs 30, 30. Basically, when compressive deformation is performed, an elastic force having a magnitude corresponding to the amount of compressive deformation is applied to the friction damping force generation unit 21, and the elastic force is used as a pressing force to the friction damping force generation unit 21. Generates friction during sliding. The amount of compressive deformation related to the elastic force is given to the disc spring group 30G through adjustment of the expansion / contraction amount of the elastic force transmitting member 40, which will be described later.

  As shown in FIG. 2, through-holes 30h having the same shape are formed in the shape of a perfect circle at the center of the plane of each of the disc springs 30, 30 ... constituting the disc spring laminate, and the through-holes 30h, 30h ... The circles are aligned with each other. Accordingly, the through holes 30h, 30h,... Are connected to each other vertically to form a hole 30Gh at the center of the flat surface of the disc spring group 30G, and the cylindrical shaft 60 forming the relative displacement transmission member 60 is vertically moved to the hole 30Gh. It is inserted like a skewer along the direction. The lower end portion of the cylindrical shaft 60 is bolted while being fitted in the fitting recess 26a on the upper surface of the lower flange plate 26 described above, and the upper end portion of the cylindrical shaft 60 is transmitted with an elastic force transmitted later. The upper flange plate 42 of the member 40 is passed through the through-hole 42h so that it can move in the vertical direction and cannot move in the horizontal direction. As will be described in detail later, the upper flange plate 42 is integrally fixed to the lower surface 3 a of the building 3. Therefore, the cylindrical shaft 60 transmits the relative displacement in the horizontal direction of the building 3 with respect to the foundation concrete 1 to the friction material 22 of the friction damping force generation unit 21 via the upper flange plate 42. As a result, the friction material 22 is relatively displaced with respect to the sliding material 24 fixed to the foundation concrete 1, and the friction damping force is based on the relative displacement and the elastic force of the above-described disc spring group 30G. The generation unit 21 generates a frictional force.

  As shown in FIGS. 2 and 3, the elastic force transmitting member 40 includes an upper flange plate 42 (corresponding to an upper plate) in a plan view and a middle plan flange in a plan view. Connecting bolts 46, 46... (Corresponding to rods) for connecting the flange plates 42, 44 to each other while maintaining a constant gap G between the plate 44 (equivalent to the lower plate) and the flange plates 42, 44. And having.

  The upper flange plate 42 is fixed to the lower surface 3 a of the building 3 so as not to be relatively movable by an adhesive, a bolt, or the like. Further, the upper flange plate 42 has the above-described through hole 42h concentric with the center of the plane, and the upper end portion of the cylindrical shaft 60 can be relatively moved in the vertical direction as described above. And it is engaged so that relative movement in the horizontal direction is impossible.

  On the other hand, the intermediate flange plate 44 also has a through hole 44h concentric with the through hole 42h, and the cylindrical shaft 60 is passed through the through hole 44h in a substantially non-contact manner with an appropriate clearance. The upper end of the aforementioned disc spring group 30G abuts on the lower surface 44a of the intermediate flange plate 44, and the disc spring group 30G is compressed and deformed by being sandwiched between the intermediate flange plate 44 and the lower flange plate 26 below the intermediate flange plate 44. Accordingly, the disc spring group 30G generates an elastic force, and the elastic force becomes the pressure contact force of the friction damping force generation unit 21 described above.

  A plurality of connecting bolts 46, 46... Are arranged at equal pitches along the outer peripheral edges of the flange plates 42, 44, with the bolt axis direction directed in the vertical direction. Each coupling bolt 46 expands / contracts the full length L in the vertical direction of the elastic force transmitting member 40 and fixes the full length L to a predetermined value by cooperating with nuts 48a, 48b screwed to the connecting bolts 46. It functions as a mechanism (equivalent to a fixing mechanism). That is, by changing the size of the gap G between the upper flange plate 42 and the intermediate flange plate 44, the distance L between the upper surface 42a of the upper flange plate 42 and the lower surface 44a of the intermediate flange plate 44 is changed to expand and contract, The distance L can be fixed to a predetermined value.

  More specifically, the male screw 46a at the upper end portion of the connecting bolt 46 is screwed to a female screw 42m that is vertically formed through the upper flange plate 42, and is further fixed by a lock nut 47 so as not to be screwed and rotated. The lower end portion of the connecting bolt 46 is passed through a bolt hole 44Bh formed through the intermediate flange plate 44 in the vertical direction with an appropriate clearance. A pair of nuts 48a and 48b are screwed into the male screw 46b formed on the outer peripheral surface of the lower end portion of the connecting bolt 46 so as to sandwich the intermediate flange plate 44 from above and below. Therefore, the intermediate flange plate 44 can be moved in the vertical direction relative to the upper flange plate 42 by moving the screwing position of the pair of nuts 48a and 48b up and down. The total length L in the vertical direction of the elastic force transmitting member 40 having 42 and 44 as main bodies can be changed. Note that if the movement of the nuts 48a and 48b is stopped, the total length L is fixed so as not to fluctuate with the length.

  Here, in the state of FIG. 2 operating as the friction damper 20, the disc spring group 30 </ b> G is pushed downward by the setting of the total length L to give a compression deformation amount. The disc spring group 30G generates an elastic force, and the elastic force is transmitted to the friction damping force generation unit 21 described above to become the above-described pressure contact force.

  Such an expansion / contraction function is used when the friction damper 20 is installed in the vertical gap δ, and is also used for readjustment of the magnitude of the elastic force after installation. This will be described later.

  As described above, a plurality of such connecting bolts 46, 46... Are arranged at the same pitch along the outer periphery of the upper flange plate 42 and the intermediate flange plate 44 (see FIG. 3). Thus, compression deformation can be imparted uniformly over the entire surface of the disc spring group 30G.

<<< Installation Procedure of Friction Damper 20 >>>
Here, the installation procedure of the friction damper 20 in the vertical gap δ between the building 3 and the foundation concrete 1 will be described. In the following description, for the sake of explanation, the configuration in which the sliding material 24 is removed from the friction damper 20 is also referred to as the friction damper 20, and the configuration in which the sliding material 24 is removed from the friction damping force generation unit 21 is also used. The friction damping force generation unit 21 is referred to.

First, as shown in FIG. 2, the sliding material 24 is mounted on the upper surface of the foundation concrete 1 and fixed so as not to move (first step).
Next, by shortening the overall length L20 in the vertical direction of the friction damper 20 at an appropriate work place, the friction damper 20 is easily inserted into the vertical gap δ. Specifically, a pair of upper and lower nuts 48a and 48b of the expansion / contraction mechanism of the elastic force transmitting member 40 are screwed and rotated to move the nuts 48a and 48b upward. Then, the upper flange plate 42 moves downward relative to the intermediate flange plate 44 of the elastic force transmitting member 40, and the overall length L of the elastic force transmitting member 40 is shortened. The total length L20 is shortened (second step).
In parallel or before and after this, an adhesive is applied to the upper surface 42a of the upper flange plate 42 of the friction damper 20. As the adhesive, high fluidity mortar, high fluidity cement or the like is used (third step).

  Next, the shortened friction damper 20 is inserted from the side into the vertical gap δ between the building 3 and the foundation concrete 1 and interposed. That is, the friction damper 20 is placed on the upper surface 24a of the sliding member 24 already fixed on the foundation concrete 1 (corresponding to the fourth step, placement step).

  Then, a pair of upper and lower nuts 48a and 48b of the expansion / contraction mechanism of the elastic force transmitting member 40 are screwed and rotated to move the nuts 48a and 48b downward. Then, the upper flange plate 42 slides upward relative to the intermediate flange plate 44 of the elastic force transmitting member 40, and the gap G between the upper flange plate 42 and the intermediate flange plate 44 is widened. Thereby, the elastic force transmission member 40 is extended upward. Then, this extension work is performed by the clearance between the upper surface 20 u of the friction damper 20 placed on the foundation concrete 1, that is, the upper surface 42 a of the upper flange plate 42 of the elastic force transmitting member 40 and the lower surface 3 a of the building 3. Continue until there is no more (fifth step, corresponding to the first expansion step).

And if the said clearance gap disappears and it contacts the lower surface 3a of the building 3, the upper flange board 42 of the elastic force transmission member 40 is bolted to the lower surface 3a of the building 3, and it waits until the above-mentioned adhesive material solidifies. (Sixth step).
Then, the nut 48b is moved downward by a deflection amount (compression deformation amount) of the disc spring group 30G corresponding to the design value of the pressure contact force. Further, a jack (not shown) is interposed in the gap G between the upper flange plate 42 and the intermediate flange plate 44. In addition, about this jack, it is good to arrange | position several units | sets at equal pitch along the circumferential direction of the intermediate | middle flange board 44. FIG.
Then, the jack is extended in the vertical direction until the intermediate flange plate 44 is pressed against the nut 48b. As a result, the intermediate flange plate 44 is slid downward and the interval G is expanded until the elastic force reaches the design value (corresponding to the set value) of the pressure contact force (corresponding to the seventh step and the second expansion step). ).

  Next, as the intermediate flange plate 44 slides downward, the nut 48a of the connecting bolt 46 is screwed and rotated downward to press the nut 48a against the intermediate flange plate 44 from above. Thus, the elastic force of the disc spring group 30G can be received by the axial force of the connecting bolt 46. That is, the magnitude | size of the space | interval G is fixed and hold | maintained by the fastening of the connection bolt 46 and the nut 48a (equivalent to an 8th step and an interval fixing process).

  Then, the jack is shortened and removed from the friction damper 20. Then, the target of the elastic force of the disc spring group 30G is transferred from the jack to the elastic force transmitting member 40 via the connecting bolt 46 and the nut 48a. That is, the disc spring group 30G is connected to the elastic force transmitting member. 40 is pressed upward, the reaction force is obtained from the building 3, and finally, the elastic force of the disc spring group 30G is applied to the friction surface 22a and the sliding surface 24a of the friction damping force generation unit 21 as a pressing force. (9th step, corresponding to the jack removal step).

  Here, at the time of shortening the above-mentioned jack, the target of the elastic force is merely switched from the jack to the elastic force transmitting member 40, and the magnitude of the elastic force is set in the fifth to seventh steps. It is maintained at approximately the same value as the designed value. Therefore, the friction damping force generation unit 21 is provided with a pressing force having a substantially designed value, so that a frictional force having a magnitude as planned required for damping the horizontal vibration is generated between the friction surface 22a and the sliding surface 24a. Will occur in between.

  As is apparent from the above description, according to the configuration of the friction damper 20 according to the first embodiment, even when the dimension of the vertical gap δ is deviated from the intended planned value. The deviation from the planned value can be absorbed by the upward / downward adjustment of the elastic force transmission member 40 by the expansion / contraction mechanism. Therefore, it is not necessary to make an adjustment by inserting a filler plate or placing a grout. As a result, the adjustment work load can be greatly reduced.

  Desirably, the deflection amount of the disc spring group 30G corresponding to the design value of the above-described pressure contact force is within a non-linear region in the load-deflection relationship of the disc spring 30, that is, the deflection amount (compression deformation) of the disc spring 30. Preferably, it is set within a region where the variation in elasticity is small with respect to the variation in amount. And, if the amount of bending is within this non-linear region, even if the above-mentioned vertical gap δ changes due to changes over time such as the creep phenomenon of the isolator 7 and expansion and contraction due to temperature fluctuations, Variations in the elastic force of the disc spring group 30G can be kept small, and as a result, the frictional force between the friction surface 22a and the sliding surface 24a can be maintained substantially constant. Thereby, the friction damper 20 can exhibit a stable vibration damping action.

  However, as will be described in detail later, according to the configuration of the first embodiment, the elastic force after installation of the friction damper 20 can be easily adjusted, so that the vertical gap δ after installation changes over time. Can be easily readjusted. Therefore, it is not always necessary to use the nonlinear region. That is, in some cases, a linear spring such as a coil spring may be applied instead of the disc spring 30.

Further, in the description of the installation procedure of the friction damper 20 described above, the case where the friction damper 20 is inserted into the vertical gap δ between the lower surface 3a of the already constructed building 3 and the foundation concrete 1 is described as an example. The installation procedure of the friction damper 20 is not limited to this.
For example, first, the foundation concrete 1 is constructed, then the first step and the second step are performed, then the lower surface 3a of the building 3 is constructed, and then the third step to the ninth step are performed. good.

<<< Adjustment procedure of pressure contact force after installation of friction damper 20 >>>
Incidentally, when the size of the vertical gap δ changes with time after the installation of the friction damper 20, there is a possibility that the pressure contact force may change, but also in this case, the elastic force transmission member 40 is adjusted by the expansion / contraction adjustment by the expansion / contraction mechanism. It is possible to cope with a change in the size of the gap δ. That is, the amount of compressive deformation of the disc spring group 30G can be returned to the initial state of installation of the friction damper 20 by changing the length L of the elastic force transmitting member 40 in the vertical direction by the amount corresponding to the change. As a result, the pressure contact force can be quickly returned to the design value, and as a result, a frictional force having a magnitude as planned can be generated as a damping force.

  Here, the procedure for adjusting the pressure contact force will be described in detail with reference to FIG. Here, an example will be described in which the vertical gap δ has expanded compared to when the friction damper 20 is installed. In that case, since the elastic force of the disc spring group 30G is weakened by the extent that the gap δ is widened, the length of the elastic force transmitting member 40 is lengthened to increase the elastic force. Will return to the value.

  First, the nut 48b is moved downward by the length adjustment of the elastic force transmitting member 40. Next, a jack (not shown) is interposed in the gap G between the upper flange plate 42 and the intermediate flange plate 44. Then, the jack is extended in the vertical direction until the intermediate flange plate 44 is pressed against the nut 48b.

  Next, as the intermediate flange plate 44 is moved downward, the nut 48a of the connecting bolt 46 is screwed and rotated to move downward so that the nut 48a is pressed against the intermediate flange plate 44 from above. The elastic force of the disc spring group 30G can be received by the axial force of the connecting bolt 46.

  Then, the jack is shortened and removed from the friction damper 20. Then, the elastic force of the disc spring group 30G acting on the jack acts on the elastic force transmitting member 40 to press the elastic force transmitting member 40 upward, and the reaction force is applied from the building 3. In the end, the elastic force of the disc spring group 30G is applied to the friction surface 22a and the sliding surface 24a of the friction damping force generator 21 as a pressure contact force. Thus, the adjustment for returning the pressure contact force of the friction damper 20 to the design value is completed.

  In the above description, the adjustment for returning the pressure contact force deviated from the design value to the design value is illustrated, but the purpose of the adjustment is not limited to this. For example, if the actual coefficient of friction is different from the expected value, the expected damping effect cannot be expected even if the pressure contact force is set as designed, but this case can also be handled by the same procedure as described above. Is possible. That is, the desired damping force can be obtained by setting the pressure contact force to be shifted from the design value by the difference between the assumed value of the friction coefficient and the actual value.

=== Second Embodiment ===
FIG. 6 is a side view of the friction damper 20a according to the second embodiment, and FIG. 7 is a perspective view of the friction damper 20a as viewed obliquely from below.
The difference from the first embodiment described above lies in the configuration of a connection structure that connects the upper flange plate 42 and the intermediate flange plate 44 according to the elastic force transmission member 40. Other points are generally the same as in the first embodiment described above. Therefore, the same components are denoted by the same reference numerals, and the description thereof is omitted.

As shown in FIG. 6, the elastic force transmission member 40 a of the second embodiment also has an upper flange plate 42 and an intermediate flange plate 44. The flange plates 42 and 44 are connected by a predetermined connection structure 70 with a gap G between them.
Here, similarly to the first embodiment, the connection structure 70 according to the second embodiment also functions as an expansion / contraction mechanism (corresponding to a fixing mechanism) that expands and contracts the elastic force transmission member 40a in the vertical direction.

  That is, the connection structure 70 includes an upper member 71 integrally fixed to the lower surface of the upper flange plate 42 by welding, a lower member 72 integrally fixed to the upper surface of the intermediate flange plate 44 by welding, and the like. The upper member 71 and the lower member 72 are superposed on each other vertical surfaces 71a and 72a (surface contacted), and have high strength bolts 73a and nuts 73b that are fastened and fixed in a frictionally joined state. And the bolt hole (not shown) of the high strength bolt 73a formed in the upper member 71 and the lower member 72 is formed in the long hole at least one long in the up-down direction. Therefore, after the upper member 71 is slid upward or downward relative to the lower member 72 on the vertical surfaces 71a, 72a, it is fastened in a frictionally joined state in which relative movement is impossible by the high strength bolt 73a and nut 73b. If fixed, the total length L in the vertical direction of the elastic force transmitting member 40a, which is the distance L between the upper surface 42a of the upper flange plate 42 and the lower surface 44a of the intermediate flange plate 44, can be changed. Therefore, as in the first embodiment described above, the adjustment work load when installing the friction damper 20a can be significantly reduced.

  Further, in the case of the second embodiment, since the high strength bolt 73a is used, if the cross-sectional performance of the upper member 71 and the lower member 72 is improved, the above-described vertical surfaces 71a and 72a are replaced with the high strength bolt 73a. It is possible to realize a strong friction bonded state by fastening. Therefore, as compared with the first embodiment described above, the resilient force transmission member 40a can withstand even under the action of a large vertical compression load, and is therefore suitable when the planned value of the frictional force is large. .

=== Other Embodiments ===
As mentioned above, although embodiment of this invention was described, this invention is not limited to this embodiment, The deformation | transformation as shown below is possible in the range which does not deviate from the summary.

  In the above-described embodiment, the elastic force transmission member 40, the disc spring group 30G, and the friction damping force generation unit 21 that are components arranged in series in the vertical gap δ among the components of the friction damper 20 are as follows. Although a configuration in which the components are arranged in series from top to bottom in this order is illustrated (see the schematic center longitudinal sectional view of FIG. 2), the arrangement order is not limited to this. For example, the friction damper 20 in the state of FIG. 2 may be turned upside down and interposed in the vertical gap δ. That is, as shown in the schematic longitudinal cross-sectional view of the friction damper 20b in FIG. 8, the friction damping force generation unit 21, the disc spring group 30G, and the elastic force transmission member 40 are arranged in series from top to bottom. You may do it.

  In the above-described embodiment, the seismic isolation device 10 is interposed in the vertical gap δ between the building 3 and the foundation concrete 1, but is not limited to this. For example, when the building 3 is composed of multiple floors, the seismic isolation device 10 is interposed in the vertical gap between the N + 1 floor housing as the upper structure and the N floor housing as the lower structure. Also good. Further, the upper structure may be applied to a floor on which a semiconductor manufacturing facility or the like, which is a vibration isolator, is installed, or a large apparatus.

  In the above-described embodiment, as shown in FIGS. 2 and 3, the planar size of the lower flange plate 26 is made smaller than that of the intermediate flange plate 44, but the present invention is not limited to this and may be the same size. However, it is more economical to reduce the material cost if the size of the lower flange plate 26 is made smaller than the intermediate flange plate 44 as in the above-described embodiment.

1 foundation concrete (lower structure), 3 building (upper structure), 3a lower surface,
7 isolators, 10 seismic isolation devices, 20 friction dampers,
20a friction damper, 20b friction damper, 20u top surface,
21 friction damping force generation unit, 22 friction material, 22a friction surface,
24 sliding material, 24a sliding surface, 26 lower flange plate, 26a fitting recess,
30 disc spring (spring member), 30h through hole,
30G disc spring group (spring member), 30Gh hole,
40 elastic force transmitting member, 40a elastic force transmitting member,
42 upper flange plate (upper plate), 42a upper surface, 42h through hole,
44 Intermediate flange plate (lower plate), 44Bh bolt hole,
44a bottom surface, 44h through-hole, 46 connecting bolt (rod),
47 lock nut, 48a nut, 48b nut,
60 cylindrical shaft (relative displacement transmission member),
70 connection structure, 71 upper member, 71a vertical surface, 72 lower member,
72a vertical surface, 73a high strength bolt, 73b nut,
δ Vertical gap, G interval

Claims (4)

An isolator that is interposed in a vertical gap between the upper structure and the lower structure and that supports the upper structure in a seismic isolation manner;
And a friction damper that is interposed in parallel with the isolator in the vertical gap, and that damps horizontal vibration between the upper structure and the lower structure using a friction force as a damping force. A device,
The friction damper is
A friction damping force generator having a friction surface and a sliding surface that slides while being in pressure contact with the friction surface;
A spring member interposed in series with the friction damping force generation unit in the vertical gap, and generating a spring force to generate a pressure contact force in the friction damping force generation unit;
A resilient force transmission member that is interposed in series with the friction damping force generation unit and the spring member in the vertical gap, and that transmits the resilient force in the vertical direction;
The bullet Hatsuryoku transmission member includes a first plate secured to either one of the upper structure and lower structure, a second plate disposed opposite with a gap to the first plate, the size of the gap Changing the total length of the elastic force transmission member to a predetermined value by changing the length, and a fixing mechanism for fixing the total length to the predetermined value,
The interval is a space for arranging a jack when setting the elastic force related to the pressure contact force with respect to the spring member,
After the removal of the jack, the fixing mechanism holds the size of the interval expanded until the elastic force reaches a set value by the jack .
The friction damping force generation unit has a flange plate to which a friction material is fixed,
One end of a cylindrical shaft is fixed to the flange plate,
The cylindrical shaft passes through a through hole of a disc spring as the spring member,
The cylindrical shaft is passed through a through hole provided in the second plate in a non-contact manner with a clearance,
The other end of the cylindrical shaft is engaged with a through hole provided in the first plate so that the second plate is not interposed and the vertical movement is relatively movable and the horizontal movement is impossible. A seismic isolation device characterized by that. The seismic isolation device according to claim 1,
The fixing mechanism has a rod that connects the first plate and the second plate ;
The upper end portion and the lower end portion of the rod body are fastened and fixed to the first plate and the second plate by a screwing structure,
The seismic isolation device, wherein the size of the interval is changed by changing the length of the portion of the bar located between the first plate and the second plate . The seismic isolation device according to claim 1,
The fixing mechanism includes an upper member fixed integrally to the lower surface of the first plate, a lower member fixed integrally to the upper surface of the second plate , and the upper member and the lower member. A high-strength bolt that is superposed between the vertical surfaces and fastened and fixed in a friction bonded state,
At least one of the bolt holes of the high-strength bolts formed in the upper member and the lower member is formed as a long hole that is long in the vertical direction. It is the installation method of the seismic isolation apparatus in any one of Claims 1 thru | or 3,
A placing step of placing the friction damper on the lower structure;
Until there is no gap between the upper surface of the friction damper placed on the lower structure and the lower surface of the upper structure, between the first plate and the second plate of the elastic force transmitting member. A first expansion step of widening the interval of
A second expansion step of arranging a jack at the interval, and expanding the interval until the elasticity reaches the set value by the jack;
An interval fixing step of fixing the size of the interval by the fixing mechanism in a state where the elastic force becomes the set value;
And a jack removing step of removing the jack from the interval.