受拉可调控橡胶隔震支座力学性能试验研究

EXPERIMENTAL INVESTIGATION ON MECHANICAL BEHAVIOR OF TENSION-ADJUSTABLE RUBBER ISOLATOR

  • 摘要: 隔震是提升建筑抗震性能,实现韧性建筑的有效手段。然而,传统橡胶支座抗拉性能较差,制约了隔震技术在高烈度地区大高宽比建筑中的应用,因此有必要研究抗拉隔震支座,提升支座的抗拉性能。该研究提出了一种拉应力“调控”理念,引入拉力调控装置(摩擦阻尼器)与橡胶支座串联,研发了一种新型受拉可调控橡胶支座。因为串联机制,受拉时拉力调控装置有限可控的受拉提离,释放过大拉应力,并传递给橡胶支座小于设计限值的可调控拉力,橡胶支座可依靠自身抗拉能力抵抗此可调控拉力,保证一定的抗倾覆能力。该文开展了足尺普通和受拉可调控橡胶支座的竖向压缩、拉伸试验和水平压剪、拉剪试验,对比分析了两种支座的受压、受拉性能和水平剪切性能。结果表明,拉力调控装置对橡胶支座的竖向受压力学性能基本无影响,但可控制橡胶支座受拉时所受的拉力,通过调节摩擦阻尼器中的螺栓预紧力,可准确调控该装置的启滑力,该研究试件误差不超过3%,实现了橡胶支座拉力的准确调控;压剪和拉剪工况下,调控支座和橡胶支座的滞回性能基本一致,尤其是受拉后调控装置的竖向变形基本不影响橡胶支座的水平受剪力学行为。上述结果表明,研发的新型支座可满足水平隔震和竖向受拉控制的双重需求。

     

    Abstract: Isolation is an effective method for enhancing aseismic performance of structures and realizing seismic resilience. However, the poor tension-resistance capacity of conventional rubber bearings limited their application in buildings located in high seismic regions with large aspect ratios. Hence, it is necessary to develop a novel isolator to improve the tension-resistance capacity of conventional rubber bearings. This study proposed a tension-adjustable rubber isolator by introducing a tension-adjustable device (i.e., a friction damper) connected with the rubber bearing in series. The load-bearing and deformation capacities of the device were adjustable and controllable. Due to the series arrangement, the device uplifted in a limited and controllable manner to release the excessive tensile force, and transferred an adjustable tensile force below the design limit to the rubber bearing. The rubber bearing resisted this tensile force with its own tension-resistance capacity, ensuring a certain extent of overturning-resistance capacity of structures. Vertical compression/tension tests and horizontal compression-shear/tension-shear tests were conducted on both full-scaled conventional rubber bearing and the new tension-adjustable rubber isolator. Comparative analyses were performed on their compressive, tensile, and shear behaviors. The results indicated that the tension-adjustable device exhibited a negligible influence on the compressive behavior of rubber bearing, but it could successfully adjust the tensile force acting on the rubber bearing. By adjusting the preload of the friction damper, the activation force of the device could be accurately adjusted. In this research, the relative differences between the tested and theoretical activation forces were less than 3%, demonstrating the accurate adjustment of tensile force in the bearing. Under the compression-shear and tension-shear conditions, the behavior of the tension-adjustable rubber isolator and conventional rubber bearing were basically identical. Notably, the influence of vertical deformation of the tension-adjustable device on the shear behavior of the rubber bearing was also negligible. These findings indicated that the newly developed tension-adjustable isolator satisfied the dual requirements of horizontal isolation and vertical tension adjustments.

     

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