JPH0734717A - Earthquake insulating structure for multilayer building having core wall - Google Patents

Abstract

PURPOSE:To reduce the sectional area of a column and to utilize an effective space by a method wherein a core wall is built at a central part and an outer periphery forms frame structure, a top girder is arranged between the core wall and the frame of a top floor, and an outer peripheral frame forms soft structure. CONSTITUTION:A top girder 2 is arranged between a core wall 1 and an outer peripheral frame 5. In this case, a top girder is installed at the top part of a building and beams are arranged only at a lowermost floor and a topmost floor. The core wall 1 is burdened with a horizontal force generated owing to an earthquake. Further, the outer peripheral frame 5 is burdened with only a long term axial tension and an axial tension generated owing to re-bending operation of a top girder 2 arranged between a top core wall 1 and an outer peripheral frame 5 of a building. This structure reduces the sectional area of a column and reduces limitation on a building plan by eliminating the columns of the lowermost floor so that the outer peripheral frame 5 forms soft structure.

Description

Detailed Description of the Invention

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a seismic structure for high-rise buildings.

[0002]

2. Description of the Related Art In Japan, where there are many earthquakes, when a high-rise building is conventionally constructed by a reinforced concrete structure, it has a ramen structure. Wall-type reinforced concrete structures that can bear a large amount of horizontal force due to an earthquake have been applied to cases where bending deformation does not occur much in the axial direction of the building and shear deformation is dominant. However, as the shape of the wall increases in height compared to the length of the bottom, the behavior of the wall becomes predominant in bending deformation. In other words, the wall itself behaves like a cantilever supporting the ground, and bending deformation is outstanding. Since this deformation acts to cause the wall to fall, it is necessary to suppress bending deformation.

[0003]

When a building is constructed with a rigid frame structure using reinforced concrete using a high-strength material as in the prior art, the number of pillars increases and the effective space cannot be wide. In addition, the high-rise reinforced concrete construction had the drawback that the horizontal seismic force also increased and the cross-sectional area of the column also increased. In addition, if you mix independent seismic wall and ramen structure,
The frame structure bears a large seismic horizontal force, making it difficult to design columns and beams in the frame structure. On the other hand, if the independent earthquake-resistant wall bears much earthquake horizontal force, the deformation of the building will be excessive.
The present invention widens the effective space by minimizing the earthquake horizontal force that the outer frame bears, and
It is an object of the present invention to provide a structure that suppresses excessive deformation of the building on the upper floors with a top girder and reduces the bending moment generated at the legs of the earthquake resistant wall.

[0004]

[Means for Solving the Problems] First of all, a pure ramen structure that has been used conventionally is provided with a reinforced concrete core wall that bears the horizontal force due to an earthquake and a top girder between the outer peripheral frame and the core wall at the top of the building. It is assumed to be attached. There may or may not be a boundary beam connecting the core walls to each other. Therefore, the overturning moment at the lower floor of the core wall caused by the earthquake horizontal force is suppressed by the bending back action of the top girder, and the outer peripheral frame is made to bear only the axial force due to the bending back and the long-term axial force.
The outer frame will have a flexible structure that is free from the conventional rigid frame structure. Beams will be provided only in the lower floor and the uppermost floor, and no beams will be provided in the middle floor. In addition, the column cross-sectional area is reduced to make wider use of the space. In some cases, the pillars on the lower floors will be removed to reduce restrictions on building planning.

[0005]

[Function] Since the core wall and the outer peripheral frame have the reinforced concrete structure, a wide space can be secured. Also, the core wall behaves like a cantilever with the ground as the fixed end and an excessive bending moment acts at the time of an earthquake, but the top girder attached between the outer frame of the building top and the core wall does not bend back. The action suppresses the bending moment of the core wall.

8 (a) and 8 (b) show that the bending moment is also carried by the top girder.
Shown in. FIG. 8 (a) is a bending moment diagram when there is no top girder, and FIG. 8 (b) is a bending moment diagram when a top girder is provided. Generally, when the same horizontal force is applied, M ₀ = M ₁ + M ₂ M ₀ = Bending moment in the case of a rigid frame structure M ₁ = Bending moment of the core wall in the case of providing a top wall girder with a core wall and outer peripheral frame structure M ₂ = In the case of providing a top girder with a core wall and outer periphery frame structure The bending moment of the top girder is that the top girder resists a part of the bending moment.

[0007]

FIG. 1 is a plan view of a rooftop floor showing an embodiment in which a top girder 2 is provided between a core wall 1 and an outer peripheral frame 5. FIG. 2 is a plan view of the standard floor without beams.
FIG. 3 is a sectional view taken along line AA of FIG. It should be noted that the boundary beam 3 connecting the core walls of each floor may be provided or not.
FIG. 4 shows an L-shaped core wall, and FIG. 5 shows an example of an H-shaped core wall. FIG. 6 is a cross-sectional view of the outer frame, which is a triangle, a quadrangle,
Circles and shapes are free from polygons. FIG. 7 shows an elevation view of a high-rise building, and FIG. 7 (a) shows a state in which a pillar on the lower floor is removed.

[0008]

The effects of the present invention are that the core wall bears a horizontal force due to an earthquake, and the outer peripheral frame has a long-term axial force and the bending back action of the top girder attached between the core wall and the outer peripheral frame at the top of the building. Only bear the axial force. Also,
Since the beams are provided only on the lower floor and the uppermost floor, the outer frame is freed from the conventional rigid frame structure, and the column cross-sectional area can be reduced to widely use the effective space.
In addition, since the outer frame has a flexible structure, the columns on the lower floors can be removed to reduce the constraints of architectural planning. Also, by attaching the top girder,
The deformation of the entire building can be suppressed.

[Brief description of drawings]

FIG. 1 shows a rooftop plan view of the present invention.

FIG. 2 shows a sectional view of a standard floor.

3 is a cross-sectional view taken along the line AA of FIG.

FIG. 4 is an example of an L-shaped core wall.

FIG. 5 is an example of an H-shaped core wall.

FIG. 6 is an example of a triangular outer frame and a quadrangular outer frame.

FIG. 7 is an elevation view of a high rise building.

FIG. 8 (a) is a bending moment diagram of a rigid frame structure due to seismic force. (B) It is a bending moment diagram when a top girder is provided.

[Explanation of symbols]

1 ... Core wall, 2 ... Top girder, 3 ... Boundary beam, 4 ... Column, 5 ... Perimeter frame

 ─────────────────────────────────────────────────── ─── Continuation of front page (72) Haruhiko Kurino, Inventor Haruhiko Akasaka, 1-2-7 Minato-ku, Tokyo Kashima Construction Co., Ltd. (72) Inventor Tomohiko Hatada 1-2-7 Moto-Akasaka, Minato-ku, Tokyo No. Kashima Construction Co., Ltd. (72) Inventor Tsuyoshi Takai 1-2-7 Moto-Akasaka, Minato-ku, Tokyo Kashima Construction Co., Ltd.

Claims (1)

[Claims] 1. A high-rise building made of a reinforced concrete structure having a core wall and a peripheral frame, a top girder is provided on the top of the high-rise building, beams are provided only on the lower and first floors, and a beam is provided on the middle floor. A seismic resistant structure for high-rise buildings having a core wall characterized by not being provided.