System for Buffering Horizontal Acceleration Acting on Structural Member and Position Returning Unit

Abstract

[PROBLEMS] Since conventionally a quake-absorbing system is provided with a unit for absorbing the horizontal force acting on the structure and a position returning unit separately and composed of a complex internal structure and precise components including a special material and a hydraulic unit inspection by the manufacture is required even after installation and a significant burden is imposed to the manufacturer. In order to reduce the costs of manufacture and inspection, the absorption unit and the returning unit are integrated into one body, any special material is not used, and the structure desirably does not include a complex internal structure or precise components.

Description

TECHNICAL FIELD

Quake-absorbing system

BACKGROUND ART

A conventional quake-absorbing system prevents transmission of horizontal force generated by earthquake and the like to a structure by absorbing it by a sliding motion and a rolling motion. Further, a position returning unit making use of tensile stress of rubber or hydraulic stress is ordinarily provided separately.

DISCLOSURE OF THE INVENTION

Problems to be Solved by the Invention

A horizontal force absorbing unit and a position returning unit of a conventional quake-absorbing system which are arranged as separate structures are arranged integrally.

In the conventional quake-absorbing system, although the contact portions of a sliding surface and a rolling surface must be maintained and managed clean, there is provided a structure which makes it unnecessary to maintain and manage the contact portions clean.

Since the conventional quake-absorbing system is constructed of a complex internal structure and precise components including a special rubber member, a hydraulic unit, and the like, it is indispensable for a manufacturer of the system to check the system to maintain the performance of it because there is a possibility that the system is varied and deteriorated as a times passes and the components are firmly fastened. Accordingly, there is provided a structure arranged without using a special material, a complex internal structure, and precise components.

Means for Solving the Problems

To solve the above problems, the present invention employs neither special materials nor special structures for all the components and members constituting a system. That is, the present invention employs ordinary commercially available materials for the system and applies no sophisticate technology to the structure of the system in its entirety. The system has an arrangement which does not have a simple internal structure which may be called a primitive structure so that a degree of function of the system can be checked from the outside appearance thereof.

To overcome the first and second objects, horizontal force is observed making use of rotation of rollers 4, 3 intersecting in an up-down direction and. As a position returning unit, concave-shaped roller receivers 2 having an inclining surface is fixed to a foundation 1 as support members of the rollers 3, and an inverse-concave-shaped roller receivers 6 are fixed to a mount 7 as support members of the rollers 4.

When the rollers 4 and 3 which intersect in the up-down direction are subjected to decentering force due to dislocation of the center of figure of a structural member from the center of gravity thereof, the intersecting angle of the intersecting rollers is twisted. To prevent the intersecting angle from being twisted, teeth are formed to the intersecting portions of the intersecting rollers so that they are meshed with each other.

Projecting plates are fixed to the outer end portions of the rollers 4 for supporting the mount 7 to prevent side surface movement of the mount 7 so that the structural member 8 does not slidingly drop.

[Advantage of the Invention]

As described above, since the system of the present invention is simply arranged without an internal structure and does not require any special material, electric and electronic component, and hydraulic unit, the function of the system can be maintained without the necessity of check and replacement of components after the system is installed.

[Best Mode for Carrying Out the Invention]

An embodiment of the present invention will be explained below based on FIGS. 1 to 4.

In the figures, reference numeral 1 denotes a foundation, 2 denotes roller receivers disposed on the foundation to support rollers 3, 4 denote rollers, 5 denotes projecting plates fixed to the rollers 4, 6 denotes roller receivers for supporting the rollers 4, 7 denotes a mount on which the roller receivers 6 are fixed, and 8 denotes a structural member whose quake is to be avoided.

Next, operation of the above arrangement will be explained. When the foundation 1 is moved in a horizontal direction by horizontal force caused by earthquake, the rollers 3 and 4 which intersect in an up-down direction are turned in X- and Y-directions in which they are charged, respectively and absorb the horizontal force. Further, since each of the roller receivers 2 and 6 acting as a position returning unit has a concave cross section inclining toward a center as shown in the figures, when the horizontal force stops, the rollers 3 and 4 naturally return toward the centers of the roller receivers 2, 6 by gravity, thereby the structural member 8 returns to a position before the earthquake occurs together with the mount 7.

The projecting plates 5 fixed to the rollers 4 stop movement of the mount 7 to a side surface to thereby prevent slip of the structural member 8.

As shown in the embodiment, although the system of the present invention is arranged to have a very simple structure, the structure is excellent in that it satisfies functions required to a quake-absorbing system such as sufficient support resistance, a horizontal force absorbing effect, a returning capability, elimination of eigencycle, and the like.

BRIEF DESCRIPTION OF THE DRAWINGS

FIG. 1 is a sectional view taken along a line X-X to show an embodiment of the present invention.

FIG. 2 is a plan view of a quake-absorbing system when it is viewed from above it.

FIG. 3 is a detailed sectional view taken along a line A-A.

FIG. 4 is a detailed sectional view taken along a line B-B.

REFERENCE NUMERALS

• • 1 foundation
  • 2 roller receiver (facing upward)
  • 3 roller
  • 4 roller
  • 5 projecting plate
  • 6 roller receiver (facing downward)
  • 7 mount
  • 8 structural member

Claims

1. A structure comprising a plurality of sets of rotatable rollers which intersect in an up-down direction and are interposed between a foundation 1 and a structural member 8 to buffer acceleration in a horizontal direction (hereinafter, referred to as horizontal force) received by a structural member from a surface of the foundation and the like in contact with the ground when earthquake and the like occur.

2. A mesh structure comprising a pair of gears and the like disposed to the intersecting portions of the rollers 3 and 4 in the respective peripheral and cylindrical directions thereof to maintain the intersecting angle of the rollers 3 and 4 constant when they are subjected to twist force by decentering force and the like due to horizontal force and the like generated in a structural member.

3. A structure in which rollers disposed to an outermost peripheral portion having the mesh structure comprise continuous members so that the rollers carry out the same motion as that when structural member is subjected to force in the same direction or having the same magnitude even if the external end portions of the rollers in X- and Y-directions are subjected to force in a different direction or having a different magnitude due to decentering force and the like and uneven stress is generated between the rollers.

4. A combination structure of rollers and roller receivers, comprising a plurality of concave-shaped roller receivers 2 and 6 each having an inclining surface and fixed to the lower surfaces of a foundation 1 and a structural member or to the lower surface of a mount 7 for the rollers according to claims 1 and 3 so that the structural member can be naturally returned to a predetermined position by gravity when the rollers 3 and 4 are rotated by horizontal force and the positions of the structural member 8 and the foundation 1 are changed.