Vertical seismic isolation apparatus

Patent metadata

Field	Value
Publication number	US-10167652-B2
Application number	US-201615742999-A
Country	US
Kind code	B2
Filing date	Aug 5, 2016
Priority date	Aug 21, 2015
Publication date	Jan 1, 2019
Grant date	Jan 1, 2019

Abstract

A vertical seismic isolation device includes: a fixed frame; a movable frame arranged on the fixed frame; a support guide mechanism which allows only vertical movement of the movable frame; and a restoration member which maintains a constant distance between the movable frame and the fixed frame. The support guide mechanism includes: a track rail provided on the fixed frame; a moving block assembled to the track rail through rolling elements; a support leg, which has one end coupled to the moving block and another end coupled to the movable frame, and converts vertical movement of the movable frame into a motion of the moving block; and an auxiliary leg, which is half as long as the support leg, and has one end coupled to the support leg at an intermediate position in a longitudinal direction of the support leg and another end coupled to the fixed frame.

First claim

The invention claimed is:

1. A vertical seismic isolation device, comprising:
a fixed frame;
a movable frame, which allows a device subjected to seismic isolation to be placed thereon, and is arranged on the fixed frame;
a support guide mechanism which allows only vertical movement of the movable frame with respect to the fixed frame; and
a restoration member which is configured to urge the movable frame so as to maintain a constant distance between the movable frame and the fixed frame,
the support guide mechanism including:
a track rail which is provided on the fixed frame;
a moving block, which is assembled to the track rail through intermediation of a large number of rolling elements, and is configured to bear a load which acts in a direction other than a longitudinal direction of the track rail;
a support leg, which has one end rotatably coupled to the moving block and another end rotatably coupled to the movable frame, and is configured to convert the vertical movement of the movable frame into a motion of the moving block along a longitudinal direction of the track rail; and

an auxiliary leg, which has a length set to one-half of a length of the support leg, and has one end rotatably coupled to the support leg at an intermediate position in a longitudinal direction of the support leg and another end rotatably coupled to the fixed frame.

2. The vertical seismic isolation device according to claim 1 ,
wherein a pair of support guide mechanisms in which the support legs are inclined in the same direction are arranged on a straight line on the fixed frame, and
wherein, in the pair of support guide mechanisms, the support leg of one support guide mechanism and the support leg of another support guide mechanism are coupled to each other by a connecting rod to construct a guide unit.

3. The vertical seismic isolation device according to claim 2 , wherein a plurality of guide units are arranged on the fixed frame, and directions of inclination of the support leg of one guide unit and the support leg of another guide unit are different from each other.

4. The vertical seismic isolation device according to claim 1 ,
wherein four support guide mechanisms are equiangularly arranged on the fixed frame in a periphery of a center of the fixed frame, and
wherein a motion plane of the support leg of each support guide mechanism is displaced from the center of the fixed frame.

5. The vertical seismic isolation device according to claim 1 , further comprising a damper configured to apply a reaction force to a motion of the support leg.

6. A vertical seismic isolation device unit, comprising plurality of vertical seismic isolation devices of claim 4 ,
wherein, in the vertical seismic isolation devices which are adjacent to each other, support legs of the corresponding support guide mechanisms are coupled to each other by a connecting rod.

Assignees

• Thk Co Ltd

Inventors

• Nakakubo Keisuke
• Watanabe Yoshihito
• Asakura Hiroaki
• OKU Tomokazu
• Fukumoto Tetsuya
• Tomono Ryoji
• Washida Junichi

Classifications

• F16F2232/06

  Translation-to-rotary conversion · CPC title

• F16F15/022

  using dampers and springs in combination · CPC title

• F16F15/04 Primary

  using elastic means (single elements or their attachment F16F1/00 - F16F13/00); {(F16F15/023, F16F15/03 take precedence)} · CPC title

• E04H9/021

  Bearing, supporting or connecting constructions specially adapted for such buildings · CPC title

• E04H9/023 Primary

  and comprising rolling elements, e.g. balls, pins · CPC title