CN2690480Y - Shock-proof device - Google Patents

Abstract

The utility model relates to a shock-proof device belonging to the technical field of construction. The utility model provides four changing actions to solve the traditionary shockproof and windproof problems: (1) the traditionary antagonistic shockproof against the earthquake is changed to the damping shockproof which can relieve the shock produced by the earthquake at the same time; (2) the traditionary foundation engineering is changed to the architecture with house piers which releases the bottom of the traditionary construction from the foundation so as to prevent the disaster of the equal earthquake intensity scale; (3) eight equally distributed windproof beart bonds which can brake and relieve the shock when the globe rolls are equipped to prevent the whole gale on the lower circle of the globe room; (4) the traditionary construction on the foundation is changed to the construction on the architectural platform, which can separately work in construction in the building site and the indoor room at the same time, reduce the erection time, improve the quality, change the environment, and is favorable for moving the whole body. Every link which can be synchronously started, synchronously relieve the shock, and be synchronously adjusted wherever the shock comes from has the polydirectional performance; every link which can automatically regress the center of gravity when the shock stops has the gravity performance. Thus, the construction can not distort, or dilapidate when the earthquake happens.

Description

Vibration abatement

Technical field: architecture character technical field under this application.

Background technology: just I understand, and all creativity and innovations must attain a yet higher goal and have originality than prior art.This application vibration abatement, it has outstanding substantive distinguishing features and obvious improvement, and traditional shockproof theory is with the reinforcement construction structure shockproof, and this is a kind of shockproof with the earthquake antagonism: small earthquake there is no need; Middle earthquake comes into force to some extent; Violent earthquake is powerless.Because the bottom of the ground of traditional architecture and building fuses, the fatal shortcoming of this building structure is to force the building bottom to suffer the calamity of equal earthquake magnitude with its ground.Even more miserable: people and animals' injures and deaths, the room thing is ruined, a slice ruins---and covering has had ovum under the nest.These problems and shortcoming are that this application is to be solved.

Summary of the invention: the shock resistance technical problem that solve traditional architecture, the scheme of being taked has four big change measures: (1) changed traditional and earthquake antagonism shockproof for damping property shockproof---synchronous damping during with earthquake, hollow face rocks greatly, spheroid steadily rolls, and causes that construction platform is noninductive to be moved or low earthquake magnitude rocks; (2) changing traditional ground building and be frusta structure---the bottom of traditional architecture is freed from its ground, and even and one does not make it exempt from the calamity of equal earthquake magnitude; (3) for anti-blast, in a week of spheroid lower end, be provided with eight uniform windproof jacking blocks, it can brake damping during balls tumble; (4) having changed on the ground of traditional architecture construction constructs on the construction platform---can the building site, indoor separately construction simultaneously, and the available modern way that is over transports the building site to and installs, the reduction of erection time, improve the quality, the conversion environment is beneficial to integral moving.During earthquake, when the room pier rocked along with the earth's crust, hollow face rocked thereupon, and caused spheroid passive roll on the not fixed point of hollow face (owing to rocking of hollow face).And spheroid is then become by passive rolling and initiatively rolls with respect to the spheroid chamber, as long as spheroid touches windproof jacking block, will be braked damping simultaneously, causes the spheroid chamber to become passive rotation.And the spheroid chamber is with respect to construction platform, and then the spheroid chamber becomes active rotation, causes construction platform to become passive moving at last, and building etc. are bordering on noninductive moving or low earthquake magnitude and rock.By main, passive relatively synchronous conversion, especially the room pier, when hollow face rocks greatly, become steadily rolling slowly of spheroid synchronously, this has just slowed down earthquake magnitude especially bigly, and be again the upward slope of hollow face roll and windproof jacking block to the braking of spheroid brake type, the formation of the synchronous damping of each link just.Especially hollow face, spheroid, spheroid chamber and windproof jacking block not only have universal property---and where no matter shake from, all can start synchronously, damping is synchronously adjusted synchronously; And also have center of gravity---all can return center of gravity place (the hollowest place of hollow face just) when stopping shaking again automatically; In addition, for anti-blast in a week of lower end, spheroid chamber, be provided with eight uniform windproof jacking blocks (with the construction platform one), but the braking damping of its brake type during balls tumble.Box haul touched spheroid immediately and withstands when a gale is blowing, again can not be pneumatic (building has innervation slightly during because blow, and then windproof jacking block has withstood spheroid synchronously, and the vertical weight total head of building can be by not pneumatic on spheroid), therefore, building can be not crooked during earthquake, more can not collapse.

Description of drawings: as Fig. 1 is vibration abatement and building schematic diagram: crossbeam (1), wall column (2), floor (3), construction platform (5), (being the light-duty new building materials of patent).Room pier (4) etc., protective cover joint close (6), basement (7), snap close (8) protective cover (9).

As Fig. 2 is the vibration abatement half sectional view: construction platform (5), spheroid chamber (10), basement (7), windproof jacking block (11), spheroid (12), hollow face (13), room pier (4).

The specific embodiment: vibration abatement is made up of room pier, hollow face, spheroid, spheroid chamber, windproof jacking block and construction platform, it is characterized in that: the both sides of building are corresponding waters room pier (4) etc. at basement (7), spheroid (12) places hollow face (13), and each spheroid chamber (10) of construction platform (5) and windproof jacking block (11) are covered on the spheroid (12) of each room pier (4) etc.The synchronous damping of each link is arranged during earthquake; Other has windproof jacking block (11) windproofly can brake the spheroid damping again.Because the effect of room pier upper sphere causes the bottom of building to be freed from its ground, make its calamity that exempts from equal earthquake magnitude, therefore, building can not tilt during earthquake, more can not collapse.

Claims (2)

1, a kind of vibration abatement, form by room pier, hollow face, spheroid, spheroid chamber, windproof jacking block and construction platform, it is characterized in that: room pier etc. is watered corresponding to basement in the both sides of building, and spheroid places hollow face, and each the spheroid chamber and the windproof jacking block of construction platform are covered on the spheroid of each room pier.

2, according to the described vibration abatement of claim (1), it is characterized in that: the frusta structure that damping property is shockproof, one week of lower end, spheroid chamber, uniform eight windproof jacking blocks and construction platform one.