JP2009281074A - Connecting vibration control structure of building - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a connecting vibration control structure exerting an improved vibration control effect on two buildings built at a distance from each other and having different heights, by mutually connecting the two buildings by the intermediary of earthquake dampers. <P>SOLUTION: The connecting vibration control structure exerts the vibration control on the first and second buildings 1, 2 by connecting the first building 1 with the second building 2 built at a horizontal distance from the first building 1 to be lower than the first building 1. A connecting base 3 is fixed onto a roof of the second building 2. End parts of plurality of the earthquake dampers 10 are fixed to the connecting base 3 so that they may work in two horizontal directions. An end part of a roof frame 15 is connected to a side face of the first building 1, and the other end of the roof frame 15 is extended to the roof of the second building 2 and is connected to the other end parts of the earthquake dampers 10. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

  The present invention relates to a connected building control structure that connects two buildings having different heights and that exerts a vibration control effect on these two buildings during an earthquake or the like.

  According to the coupled seismic control structure that connects two adjacent buildings with a seismic control device, the seismic control device can be efficiently used by utilizing a large relative displacement generated between the two buildings during an earthquake. Energy can be absorbed. For this reason, compared with a vibration control structure in which a vibration control device such as a vibration control damper is installed in the form of braces or studs between layers inside each of the above buildings, a high vibration reduction effect is obtained with a small number of vibration control devices. be able to.

  In addition, there is also an advantage that normal use inside the building is not hindered during the construction period because it is possible to cope with seismic control of the existing building exclusively by construction outside the building. .

  For example, in Patent Document 1 below, as a conventional coupled vibration control structure of this type, a set of two oil dampers that absorb horizontal vibration between two structures that are spaced apart in the horizontal direction by an expansion joint. As a truss type connection of a structure by an oil damper configured to be able to adjust the damping performance for each main axis direction of the structure by laying a plurality of sets in a truss shape with different angles with respect to the main axis direction of the structure A structure has been proposed.

  However, in the truss-type connection structure of the structure having the above structure, since the adjacent structures are directly connected by the oil damper, it is applied when the two structures are very close to each other. Although it is possible, there is a drawback that it cannot be used for two structures that are some distance apart. In addition, when an earthquake occurs, a large load locally acts on the structure from the end of each oil damper, so the structure of the structure to which the oil damper is connected has high rigidity from inside or outside. There is also a drawback that the reinforcement of the.

  On the other hand, in Patent Document 2 below, as a conventional coupled seismic control structure that can be applied to structures of a plurality of buildings that are relatively distant from each other, on the tops of a plurality of high-rise buildings, To provide a passage with the necessary proof strength and rigidity and to suppress the vibration of each building mutually, a damping damper that absorbs the difference in inherent vibration energy caused by the shaking of each building is provided between each building and the passage. In addition, a passage having the proof strength and rigidity necessary for suppressing the shaking of the building is provided at a place near one-half of the height of one or all of a plurality of high-rise buildings so as to suppress the shaking of each building mutually. In addition, there is disclosed a connecting passage of buildings having a damping function in which a damping damper for absorbing a difference in inherent vibration energy caused by the shaking of each building is attached between each building and the passage.

  However, in the conventional coupled seismic control structure described above, vibration suppression that absorbs the difference in inherent vibration energy caused by the shaking of each building between the passages provided on the tops of a plurality of high-rise buildings and each building. Since it is a structure to which a damper is attached, there is a drawback that it cannot be applied as a coupled vibration control structure for two buildings with different heights.

As described above, there is no effective coupled seismic control technology for connecting two buildings which are separated from each other and have different floor heights and heights, and the development thereof has been desired.
Japanese Patent No. 3411449 Japanese Patent No. 2787204

  The present invention has been made in view of such circumstances. By connecting two buildings with different distances and different heights via a damping damper, the present invention is highly effective. An object of the present invention is to provide a connected seismic control structure of a building that can exert a seismic effect.

  In order to solve the above-mentioned problem, the invention according to claim 1 is constructed in such a manner that the first building is constructed at a distance from the first building in the horizontal direction and is lower than the first building. 2 is a coupled vibration control structure that connects two buildings via a vibration control damper, and a plurality of connection frames are fixed to the roof of the second building, and a plurality of the frame are applied to the connection frame in two horizontal directions. Fixing one end of the damping damper, connecting one end of the roof frame to the side of the first building, and extending the other end of the roof frame to the roof of the second building It is connected to the other end portion of the vibration damper.

  The invention according to claim 2 is the invention according to claim 1, wherein the connection frame is formed in a continuous rectangular frame shape, and the longitudinal direction is a direction along the side surface of the first building. In the second building, the second building is arranged along the uppermost column and / or beam.

  Furthermore, the invention according to claim 3 is the invention according to claim 1 or 2, wherein the connection mount is integrated with the upper part of the pillar and / or the upper part of the beam of the second building by a shear force transmitting member. It is characterized by being joined.

  The invention according to claim 4 is the invention according to any one of claims 1 to 3, wherein the other end of the roof frame is slidable in two horizontal directions via a support member. It is characterized by being supported on a connection stand.

  The invention according to claim 5 is the invention according to any one of claims 1 to 4, wherein the damping damper is gradually lowered from the other end side of the roof frame toward the connection frame. It is characterized by being installed at an angle.

  According to the invention according to any one of claims 1 to 5, one end of the roof frame is connected to the side surface of the higher first building among the two buildings having different heights. Since the other end is extended to the roof of the lower second building and connected to the connecting stand fixed on the roof of the second building via the damping damper, the distance is reduced during an earthquake. A high seismic control effect can be exerted on the two first and second buildings that are separated and have different heights.

  By the way, when the relative displacement generated between the first and second buildings is absorbed by the damping damper during the earthquake, a large horizontal reaction force is exerted on the first and second buildings from the roof frame and damping damper. Works. For this reason, it is preferable to join one end part of a roof frame to the beam in a 1st building. However, the other end of the roof frame is not necessarily located on the roof of the second building due to the difference in floor height between the first and second buildings.

  In this regard, in the present invention, since the connection frame is fixed on the roof of the second building, the roof frame can be installed horizontally by appropriately adjusting the height of the connection frame. By using this roof frame, it is possible to easily install a damping damper.

  In addition, since the damping damper and the other end of the roof frame are connected using the roof of the second building, a large installation space for the damping damper can be secured. Because the damper can be placed freely on a flat surface, compared to the case where the sides of the building are connected together, the stress concentration due to the reaction force from the damping damper is reduced and the reaction force acts eccentrically. The influence of the excitation of the torsional vibration of the second building due to can be suppressed.

  In particular, for the second building, it is possible to perform work such as fixing the connection frame, attaching damping dampers, and connecting to the roof frame on the roof, so that construction can be carried out without changing the appearance. For example, even if there is a low-rise historical building adjacent to a high-rise new building, not only the earthquake resistance of the historical building but also the earthquake resistance and habitability of the high-rise new building Etc. can also be improved.

Furthermore, according to the invention described in claim 2, the connection frame is formed in a continuous rectangular frame shape, and the longitudinal direction of the connection frame is directed to the direction along the side surface of the first building. Because it is arranged along the top of the column and / or the top of the beam, the reaction force from the damping damper is distributed over a large area and smoothly transmitted to the second building without causing stress concentration. Can do.
In addition, since a roof frame having a large width dimension relative to the length dimension between the first and second buildings can be erected, the reaction force acting from the roof frame is also applied to the first building. Dispersion over a wide area can prevent stress concentration.

  In addition, when the second building is an existing building, when the connection seismic control structure according to the present invention is newly constructed, the connection base is connected to the second building as in the invention according to claim 3. It is preferable to integrally join by a new shearing force transmission member continuous to the steel frames and reinforcing bars of the columns and beams of the building.

  Furthermore, according to the invention described in claim 4, since the other end of the roof frame is supported by the connection frame via a support member that is slidable in two horizontal directions, the roof frame is It is possible to maximize the seismic control effect of the seismic damper, while minimizing the friction in the support member that supports the weight of the joint on the connection base. By the way, it is preferable to use an XY linear guide bearing, a sliding bearing or a rolling bearing as a bearing member that can slidably support the other end of such a roof frame in two horizontal directions. It is.

  In addition, when the height of the connection gantry was adjusted to adjust the height of the connection gantry in order to install the roof frame horizontally in the first and second buildings described above, a horizontal force was applied. There is a risk that the strength at the time will be insufficient. In such a case, as in the invention described in claim 5, the damping damper is installed to be gradually inclined downward toward the connection base without increasing the height of the connection base. This can be easily handled.

1 to 6 show the application of the coupled seismic control structure of a building according to the present invention to a coupled seismic control structure of a newly built high-rise building (first building) 1 and an existing low-rise building (second building) 2. 1 shows the first embodiment.
Here, the existing low-rise building 2 is, for example, a historic building or the like to be preserved, and the newly built high-rise building 1 is constructed in a section spaced apart from the low-rise building 2 in the horizontal direction.

Then, on the roof of the low-rise building 2, a connection rack 3 made of SRC is newly added.
The connection frame 3 is a rectangular frame that is installed over the entire length of the side surface facing the high-rise building 1. It has been. As shown in FIGS. 3 and 4, the connection frame 3 has a long side portion 3 a and a short side portion 3 b arranged along the upper part of the pillar 4 and the upper part of the beam 5 of the low-rise building 2.

  Further, as shown in FIG. 6, the connection frame 3 has a reinforcing plate 6 a joined to a lower end portion of a core material 6 made of a steel plate having a long side portion 3 a and a short side portion 3 b, and The lower end portion and the reinforcing plate 6 a (shearing force transmission member) are joined to the upper surface of the steel frame 5 a of the beam 5 of the low-rise building 2. In addition, the lower end portion (shearing force transmission member) 7a of the reinforcing bar 7 of the long side portion 3a and the short side portion 3b extends downward and is embedded in the floor slab 8 as a post-installed anchor. And these shear force transmission members 6a and 7a can transmit a shear force and a tensile force. In addition, the code | symbol 9 in a figure is the cinder concrete laid on the floor slab 8 of the low-rise building 2. FIG.

  Then, four oil dampers (damping dampers) 10 are provided in each of the four sections partitioned into rectangular shapes by the short side portions 3b. These oil dampers 10 are provided with a rod 10b that can be expanded and contracted in a cylinder 10a, and absorb energy by the flow of oil in the cylinder 10a when the rod 10b is expanded and contracted.

  Here, horizontal plates 11 integrated with the core material 6 are arranged at the four corners of each section of the connection frame 3, and the cylinders 10 a of the respective oil dampers 10 are arranged on the horizontal plates 11 at the respective corners. Are connected by connecting bolts 12. Further, the four oil dampers 10 are arranged so as to extend to the center of the respective sections, and the tip portions of the respective rods 10b are connected to the common connection fitting 13 by the connecting bolts 14 in the central part of the sections. ing. As a result, the four oil dampers 10 are arranged in each section so as to act in two horizontal directions.

  A connecting roof truss (roof frame) 15 is horizontally stretched between the side surface of the high-rise building 1 and the connection frame 3 of the low-rise building 2. The end of the connecting roof truss 15 on the high-rise building 1 side is connected to a beam 16 on the outer periphery of the hierarchy that is above the level of the roof of the low-rise building 2 and closest to the above level. In the high-rise building 1, a reinforcing floor brace 17 is connected between the beams 16 in the vicinity of the connection portion of the connecting roof truss 15.

  On the other hand, the end of the connecting roof truss 15 on the low-rise building 2 side extends to the roof of the low-rise building 2, and its tip is joined to the connection hardware 13 at four locations. That is, the height dimension of the connecting hardware 13 is higher than the level of the roof of the low-rise building 2 and is closest to the above level in order to bridge the connecting roof truss 15 horizontally, It is set so as to be different from the roof level of the low-rise building 2.

  Further, the connecting roof truss 15 is supported on the connection frame 3 by a linear motion rolling support (support member). This linear motion rolling support is composed of a lower plate 18, an upper plate 19, and a rolling member 20 interposed between the upper and lower plates 18, 19 so as to be able to roll in two directions XY. It is a thing.

  And the lower plate 18 is a short side part 3b of the connection base 3 and an intersection with the long side part 3a on the high-rise building 1 side, and a groove part where the rolling member 20 rolls is formed in the short side part 3b. It is fixed along. On the other hand, an upper plate 19 is fixed to the lower surface of the connecting roof truss 15 facing the lower plate 18. The upper plate 19 is fixed so that a groove portion where the rolling member 20 rolls is aligned along a direction perpendicular to the short side portion 3b. As a result, the weight of the connecting roof truss 15 is supported by the connection frame 3 so as to be slidable in two horizontal directions. And the space below this connection roof truss 15 is utilized as an atrium etc., for example.

  According to the building seismic control structure having the above configuration, one end portion of the connecting roof truss 15 is connected to the side surface of the high-rise building 1, and the other end portion of the connecting roof truss 15 extends to the roof of the low-rise building 2. Since the oil damper 10 is connected to the connection base 3 fixed on the roof of the low-rise building 2 via the oil damper 10, it is higher than the high-rise building 1 and the low-rise building 2 that are separated from each other at the time of an earthquake. A seismic control effect can be exhibited, so that not only the earthquake resistance of the low-rise building 2 which is a historical building, but also the earthquake resistance and habitability of the newly built high-rise building 1 can be improved.

  Moreover, since the connection mount 3 is installed on the roof of the low-rise building 2 and the end of the connection roof truss 15 is connected via the oil damper 10 using this connection mount 3, the connection mount 3 is continuously connected. By forming the large rectangular frame shape, a large installation space for the oil damper 10 can be secured. As a result, the oil damper 10 can be freely arranged on a plane and the reaction force from the oil damper 10 can be obtained. It is possible to suppress the effects of relaxation of stress concentration due to the above and excitation of torsional vibration of the low-rise building 2 caused by the reaction force acting eccentrically.

In addition, by appropriately adjusting the height of the connection frame 3, the connected roof truss 15 can be easily and reliably laid horizontally even when the floor heights of the high-rise building 1 and the low-rise building 2 are different.
In particular, for low-rise buildings 2, work such as fixing the connection base 3, attaching the oil damper 10, and connecting to the connecting roof truss 15 can be performed on the roof, so that the construction can be performed without changing the appearance. Can be implemented.

  Further, the connection frame 3 is formed in a continuous SRC rectangular frame shape, and the longitudinal direction of the connection frame 3 is directed to the direction along the side surface of the high-rise building 1. The lower end of the core member 6 and the reinforcing plate 6a are joined to the upper surface of the steel frame 5a of the beam 5, and the lower end 7a of the reinforcing bar 7 is embedded in the floor slab 8 as a post-installed anchor. Therefore, the reaction force from the oil damper 10 can be distributed over a wide area and smoothly transmitted to the low-rise building 2 without causing stress concentration.

  Moreover, since the width dimension of the connecting roof truss 15 is larger than the length dimension between the high-rise building 1 and the low-rise building 2, the connecting roof truss 15 is also connected to the connecting portion with the high-rise building 1. It is possible to prevent the stress concentration from occurring by dispersing the reaction force acting from above over a wide area.

  Further, since the end of the connecting roof truss 15 is supported on the connection frame 3 via a linear rolling support that allows sliding in two horizontal directions, the weight of the connection roof truss 15 is attached to the connection frame 3. The friction at the time of support can be suppressed as much as possible, and the vibration control effect by the oil damper 10 can be maximized.

FIG. 7 shows a main part of the second embodiment of the present invention, and the other components are the same as those shown in FIGS.
The difference between this coupled vibration control structure and that shown in the first embodiment is that the oil damper 10 is directed toward the end side of the coupled roof truss 15, that is, from the connection fitting 13 toward the corner of the connection frame 3. It is that it was installed in a slanting downward direction.

  According to the coupled seismic control structure having the above configuration, even when there is a large difference between the level of the high-rise building 1 connecting the linked roof truss 15 and the roof level of the low-rise building 2 due to a difference in floor height or the like. The connecting roof truss 15 can be installed horizontally without increasing the height of the connection frame 3, thereby preventing the connection frame 3 from becoming excessively high and insufficient in strength.

FIG. 8 shows a main part of the third embodiment of the present invention.
This connection seismic control structure is different from the first embodiment in that the connection frame 3 is installed in the center of the roof of the low-rise building 2.
By adopting such a configuration, the eccentricity of the oil damper 10 in a plan view of the low-rise building 2 can be eliminated, and therefore the influence of the excitation of the torsional vibration of the low-rise building 2 due to the reaction force from the oil damper 10 is more sure. Can be suppressed.

It is a front view which shows 1st Embodiment of the connection damping structure which concerns on this invention. It is a top view of FIG. It is a top view which shows arrangement | positioning of the connection mount frame on the low-rise building of FIG. FIG. 4 is a plan view of the top floor of the low-rise building of FIG. 3. It is an enlarged view which shows the principal part of FIG. It is a longitudinal cross-sectional view which expands and shows the connection part of the connection stand of FIG. 2, and an oil damper. It is a front view which shows the principal part of the 2nd Embodiment of this invention. It is a front view which shows the principal part of the 3rd Embodiment of this invention.

Explanation of symbols

1 high-rise building (first building)
2 Low-rise building (second building)
3 Connection stand 4 Pillar of low-rise building 5 Beam of low-rise building 6 Core material (shearing force transmission member)
7a Lower end of the bar arrangement (shear force transmission member)
10 Oil damper (damping damper)
15 Connecting roof truss (roof frame)
16 Beam of high-rise building 18 Lower plate 19 Upper plate 20 Rolling member

Claims (5)

A connected seismic control structure that is constructed with a horizontal distance from the first building and that connects a second building lower than the first building via a seismic damper. Because
A connecting stand is fixed on the roof of the second building, and one end sides of the plurality of vibration control dampers are fixed to the connecting stand so as to act in two horizontal directions, and on the side of the first building One end of the roof frame is connected, and the other end of the roof frame is extended to the roof of the second building and connected to the other end of the vibration damper. Construction.   The connection frame is formed in a continuous rectangular frame shape, and a column upper portion and / or a beam upper portion of the uppermost floor in the second building with the longitudinal direction oriented along the side surface of the first building. It is arrange | positioned along, The connection seismic control structure of the building of Claim 1 characterized by the above-mentioned.   3. The building connection control according to claim 1, wherein the connection frame is integrally joined to the upper part of the column and / or the upper part of the beam of the second building by a shear force transmission member. Seismic structure.   4. The building according to claim 1, wherein the other end of the roof frame is supported by the connection frame via a support member that is slidable in two horizontal directions. Connected vibration control structure.   5. The building according to claim 1, wherein the damping damper is installed so as to be gradually inclined downward from the other end of the roof frame toward the connection frame. Connected vibration control structure.

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