A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Foundation structure for seismic resistance
The invention relates to the technical field of foundation structures, in particular to an anti-seismic foundation structure which comprises an anti-seismic foundation, fixing seats, supporting rods, telescopic rods, conversion mechanisms and damping mechanisms, the fixing seats are connected to the upper side and the lower side of the anti-seismic foundation, and the supporting rods and the telescopic rods are arranged between every two vertically-adjacent fixing seats; the supporting rod and the telescopic rod are connected in a sliding mode to form an integral structure, the integral structure formed by the supporting rod and the telescopic rod is used for conducting auxiliary earthquake resistance on the earthquake-resistant foundation, during earthquake resistance, the telescopic rod slides in the supporting rod, and linear motion between the supporting rod and the telescopic rod is converted into curvilinear motion through the conversion mechanism during sliding; the damping mechanism is arranged in the telescopic rod and is driven by the transmission rod, so that sealing connection between the supporting rod and the telescopic rod is avoided, and the problem that when the supporting rod and the telescopic rod stretch out and draw back, a large amount of heat energy is generated due to mutual friction, and the supporting rod and the telescopic rod are heated to expand can be avoided.
本申请涉及地基结构的技术领域，尤其是涉及一种用于抗震的地基结构，包括抗震地基、固定座、支撑杆、伸缩杆、转化机构和阻尼机构，抗震地基的上下两侧连接有固定座，上下相邻两个固定座之间设置有支撑杆和伸缩杆，支撑杆和伸缩杆滑动连接，并构成一个整体结构，利用支撑杆和伸缩杆构成的整体结构对抗震地基进行辅助抗震，且在抗震时，伸缩杆在支撑杆内滑动，在滑动的同时，利用转化机构将支撑杆、伸缩杆之间的直线运动转化为曲线运动，并将阻尼机构设置在伸缩杆内，且通过传动杆带动，进而避免需要支撑杆、伸缩杆之间密封连接，使支撑杆、伸缩杆之间在伸缩运动时，能够避免相互摩擦产生大量的热能而受热膨胀的问题出现。
Foundation structure for seismic resistance
The invention relates to the technical field of foundation structures, in particular to an anti-seismic foundation structure which comprises an anti-seismic foundation, fixing seats, supporting rods, telescopic rods, conversion mechanisms and damping mechanisms, the fixing seats are connected to the upper side and the lower side of the anti-seismic foundation, and the supporting rods and the telescopic rods are arranged between every two vertically-adjacent fixing seats; the supporting rod and the telescopic rod are connected in a sliding mode to form an integral structure, the integral structure formed by the supporting rod and the telescopic rod is used for conducting auxiliary earthquake resistance on the earthquake-resistant foundation, during earthquake resistance, the telescopic rod slides in the supporting rod, and linear motion between the supporting rod and the telescopic rod is converted into curvilinear motion through the conversion mechanism during sliding; the damping mechanism is arranged in the telescopic rod and is driven by the transmission rod, so that sealing connection between the supporting rod and the telescopic rod is avoided, and the problem that when the supporting rod and the telescopic rod stretch out and draw back, a large amount of heat energy is generated due to mutual friction, and the supporting rod and the telescopic rod are heated to expand can be avoided.
本申请涉及地基结构的技术领域，尤其是涉及一种用于抗震的地基结构，包括抗震地基、固定座、支撑杆、伸缩杆、转化机构和阻尼机构，抗震地基的上下两侧连接有固定座，上下相邻两个固定座之间设置有支撑杆和伸缩杆，支撑杆和伸缩杆滑动连接，并构成一个整体结构，利用支撑杆和伸缩杆构成的整体结构对抗震地基进行辅助抗震，且在抗震时，伸缩杆在支撑杆内滑动，在滑动的同时，利用转化机构将支撑杆、伸缩杆之间的直线运动转化为曲线运动，并将阻尼机构设置在伸缩杆内，且通过传动杆带动，进而避免需要支撑杆、伸缩杆之间密封连接，使支撑杆、伸缩杆之间在伸缩运动时，能够避免相互摩擦产生大量的热能而受热膨胀的问题出现。
Foundation structure for seismic resistance
一种用于抗震的地基结构
SUN JIAN (author) / ZHU RONGJUN (author) / ZHENG GUANYU (author) / DONG JIANXI (author) / LENG ZHEXIANG (author) / YOU XUECHUN (author) / WANG SIMAN (author)
2024-12-27
Patent
Electronic Resource
Chinese
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