A large-tonnage elastic-damping composite shock-absorbing device

A shock-absorbing device and a large-tonnage technology, applied in the direction of spring/shock absorber, shock absorber, spring, etc., can solve the problem that the damper does not have self-resetting, etc., achieve a large spring stroke, improve the force of the bridge tower, and improve The effect of durability

Active Publication Date: 2018-02-23
CCCC SECOND HIGHWAY CONSULTANTS CO LTD +2
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  • Abstract
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  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The initial state of the spring is the natural state of the spring, so that the damper does not have a self-resetting function

Method used

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  • A large-tonnage elastic-damping composite shock-absorbing device

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Experimental program
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Embodiment

[0033] Such as figure 1 As shown, a large-tonnage elastic-damping composite shock absorber includes a damping cylinder 1, an outer cylinder liner 2, a piston rod 3, a left ball joint seat 4, a right ball joint seat 5 and an extension sleeve 9, and the damping cylinder body 1. The right end is connected with the right ball joint seat 5 through the extension sleeve 9, the left end is set inside the outer cylinder sleeve 2, and the outer cylinder sleeve 2 is set outside the damping cylinder body 1 and the extension sleeve 9. The left end of the outer cylinder sleeve 2 is connected to the left The ball hinge seat 4 is fixedly connected, and the right end is slidably connected with the outer side of the extension sleeve 9. The inner cavity of the damping cylinder 1 is a damping cavity 11 equipped with a damping medium. The piston rod 3 runs through the damping cavity 11 and connects with the left ball hinge The seat 4 is connected, the outside of the damping cylinder 1 and the exte...

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PUM

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Abstract

The invention relates to a large-tonnage elasticity-damping composite damping device. The large-tonnage elasticity-damping composite damping device comprises a damping cylinder, an outer cylinder sleeve, a piston rod, a left spherical hinge base, a right spherical hinge base and a lengthening sleeve. The right end of the damping cylinder is connected with the right spherical hinge base through the lengthening sleeve, and the left end of the damping cylinder is arranged in the outer cylinder sleeve. The outer cylinder sleeve is arranged outside the damping cylinder and the lengthening sleeve in a sleeving manner. The left end of the outer cylinder sleeve is fixedly connected with the left spherical hinge base, and the right end of the outer cylinder sleeve is in sliding connection with the outer side of the lengthening sleeve. A damping cavity filled with a damping medium is arranged in an inner cavity of the damping cylinder. The piston rod penetrates the damping cavity and is connected with the left spherical hinge base. A spring cavity is formed by the damping cylinder, the outer side of the lengthening sleeve and the inner side of the outer cylinder sleeve. Resistance blocks are arranged at the two ends of the spring cavity. A spring device is arranged in the spring cavity. The spring device is in a compressed state and abuts against the resistance blocks at the two ends. Compared with the prior art, damping and springs are connected in parallel, the self-reset function is achieved, and the large-tonnage elasticity-damping composite damping device can be suitable for damping of large-span suspension bridges and cable-stayed bridges and displacement control of girders.

Description

technical field [0001] The invention relates to a damping and shock absorbing device, in particular to a large-tonnage elastic-damping compound shock absorbing device. Background technique [0002] The damper is a device that provides movement resistance (damping force) for the structure and consumes the movement energy of the structure. The damping force is a function of the movement speed of the structure. Theoretically, the mechanical constitutive relationship of the damper can be expressed as, [0003] F=CVα...(1) [0004] In the formula, F——damping force (kN), V——relative velocity at both ends of the damper connection (m / s), [0005] α——speed index, C——damping coefficient (kN / (m / s)α) [0006] In the early days, the damper was mainly used for energy absorption and shock absorption of aerospace, military, automobile and other machinery. In the late 1980s, a new design method and concept based on "structural performance" was born in the international earthquake engineer...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): F16F9/32F16F9/56
CPCF16F9/3207F16F9/56
Inventor 付坤陈毅明冯鹏程徐刚李为钱峰杨俊张延河
Owner CCCC SECOND HIGHWAY CONSULTANTS CO LTD
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