JP2900838B2 - Bending deformation control type vibration control structure - Google Patents

Description

DETAILED DESCRIPTION OF THE INVENTION

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a core and an outer frame,
Also, the present invention relates to a bending deformation control type vibration damping structure that reduces bending deformation of a bending deformation type structure constituted by an outer peripheral wall.

[0002]

2. Description of the Related Art When a building frame is composed of a core composed of multi-story seismic elements and an outer peripheral frame for the purpose of securing a large space, the core shares most of the horizontal force due to a difference in rigidity. As a result, the deformation of the core due to seismic force and wind pressure is dominated by the core deformation.However, since the frame with seismic resistance elements tends to be bent and deformed as the height increases, the core deformation Reduction is a design challenge for high-rise buildings.

[0003] The reduction of the bending deformation of the core can be solved by increasing the rigidity of the entire frame including the outer peripheral frame. Then, the seismic force input to the outer peripheral frame becomes excessive, the deformation of the building becomes a shear type, and the vibration control device does not work effectively. Conversely, if both were separated and the core was designed to bear most of the seismic force, it would be necessary to increase the rigidity of the lower floor, such as increasing the cross-sectional area because the overturning moment at the core leg would be excessive, In either case, design may not be possible.

On the other hand, in Japanese Patent Application Laid-Open No. Hei 7-18918, a seismic horizontal force acting on a high-rise building is borne by a core.
The outer peripheral frame bears only the axial force due to the bending back action of the top girder against seismic force, and in addition to the structure of a high-rise building that widely uses the effective space, and the top girder at the top of the core in JP-A-7-26786. From one side of the intermediate layer of the core or the outer peripheral frame or the intermediate layer of the outer peripheral wall, project an intermediate girder separated to the other side, between the intermediate girder and the outer peripheral frame or the outer peripheral wall, or between the intermediate girder and the core. A vibration damping device is also installed between the layers, damping force is applied to the core in multiple layers, and the increase in deformation is suppressed at the top of the core and the intermediate layer, reducing response and reducing the amount of bending deformation Things have also been done.

The present invention focuses on the difficulty of reducing the damping of a bending-deformable structure having a core and an outer peripheral frame, and is an invention made which enables a higher layer than that of Japanese Patent Application Laid-Open No. 7-18918. At the same time, the object is to provide a simpler structure than that of JP-A-7-26786.

[0006]

SUMMARY OF THE INVENTION A high-rise structure comprising a core composed of multi-layered seismic elements and an outer peripheral frame or an outer peripheral wall. In the separated state, a top girder is extended, a vibration damping device is erected between the top girder and the outer peripheral frame or the outer peripheral wall or the core and both are connected, and a girder is provided on one layer of the lower floor. The purpose of the present invention is to provide a flexural deformation control type vibration control structure characterized in that a super ramen is constituted by a core and an outer peripheral frame or an outer peripheral wall column.

[0007]

BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view of a vibration control structure of the present invention.

FIG. 2 shows an example of a conventional bending deformation control type vibration damping structure. A top girder 3 is extended from the core 1 side to the top of a core 1 and a column 2 of an outer peripheral frame or an outer peripheral wall. FIG. 3 is a view in which the outer frame and the column 2 of the outer peripheral wall are joined via a vibration damping device 4.

FIG. 1 is a view showing a bending deformation control type vibration damping structure according to the present invention. In the conventional example, it is assumed that the core is separated from the outer peripheral frame or the outer peripheral wall. Therefore, the core bears the entire seismic force, and the higher the height of the building, the greater the bending deformation, and it is necessary to increase the cross section of the core layer.

According to the present invention, it is possible to increase the height of a building without increasing the cross section of the core. That is, the deformation of the conventional building is determined by the bending deformation of the core.
In particular, in order to control the bending deformation at the legs of the building, the deformation of the whole building cannot be suppressed unless the bending rigidity is increased at the legs. Therefore, a giant beam 5 is installed on the middle floor of the building to construct a super ramen structure. By doing so, it is possible to increase the height of the building without increasing the cross section of the core.

Conventionally, the core and the outer peripheral frame or the pillar 2 of the outer peripheral wall are connected by beams on the lower floor, but they are separated once on the core side and joined with a vibration damping device to reduce the seismic force damping effect of the vibration damping device. Controlled the bending deformation of the building.

The present invention is characterized in that a huge beam is tied to the core and the column of the outer peripheral frame or the outer peripheral wall without using these vibration damping devices, thereby increasing the rigidity of the leg of the building.

[0013]

The effect of the present invention is to increase the bending stiffness of the lower floor of the building and increase the cross section of the core by arranging huge beams on the middle floor of the building and constructing a super ramen frame. No, it became possible to raise the height.

Therefore, it is possible to increase the height of the building without impairing the planar and sectional functions of the building.

[0015]

[Brief description of the drawings]

FIG. 1 is a view showing a bending deformation control type vibration damping structure according to the present invention.

FIG. 2 shows a core 1 in an example of a conventional bending deformation control type vibration control structure.
FIG. 2 is a diagram in which a top girder 3 is extended from a core 1 side to a top portion of an outer peripheral frame or a column 2 of an outer peripheral wall, and the top girder 3 and the column 2 of the outer peripheral frame or the outer peripheral wall are joined via a vibration damping device 4.

[Explanation of symbols]

1 ... core, 2 ... pillar of outer peripheral frame or outer peripheral wall,
3 ... top girder, 4 ... vibration control device, 5 ... huge beam

──────────────────────────────────────────────────続 き Continuation of the front page (72) Inventor Masashi Nagata 1-2-7 Moto-Akasaka, Minato-ku, Tokyo Kashima Construction Co., Ltd. (56) References JP-A-7-139216 (JP, A) JP JP-A-7-34717 (JP, A) JP-A-7-26783 (JP, A) JP-A-6-323032 (JP, A) JP-A-5-295925 (JP, A) JP-A-48-27551 (JP) , A) Hira 4-98965 (JP, U) (58) Fields investigated (Int. Cl. ⁶ , DB name) E04H 9/02

Claims (1)

(57) [Claims] 1. A core comprising a multi-story seismic element;
A high-rise structure composed of an outer peripheral frame or an outer peripheral wall, and a top girder is extended in a separated state from one side of the core top or the outer peripheral frame or the outer peripheral wall to the other side. It is necessary to construct a super ramen with a core and an outer frame or a pillar on the outer wall by installing a vibration control device between the wall and the core and connecting both, and providing a large beam on the lower floor. Bending deformation control type seismic control structure.