A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
High-rise building damping structure and construction method thereof
The invention relates to a high-rise building damping structure and a construction method thereof, and relates to the technical field of high-rise building safety construction, the high-rise building damping structure comprises a plurality of precast piles and a bearing platform, the precast piles are arranged in a rectangular array shape, all the precast piles are buried in a foundation, and the bearing platform is arranged on the precast piles; the upper end of each precast pile is fixedly connected with the bottom surface of the bearing platform into a whole, each precast pile comprises an outer pile pipe, an inner pile column and rubber, the upper end of each outer pile pipe is open, the lower end of each inner pile column is inserted into the corresponding outer pile pipe, and the upper end of each inner pile column extends out of the corresponding outer pile pipe and is fixedly connected with the bottom surface of the bearing platform; the rubber is arranged in the lower end of the outer pile pipe, and the upper end of the rubber abuts against the bottom face of the inner pile column. The anti-seismic structure has the effect of improving the anti-seismic capacity, so that the influence of earthquakes on high-rise buildings can be reduced.
本申请涉及一种高层建筑减震结构及其建造方法，涉及高层建筑安全施工的技术领域，其包括预制桩和承台，所述预制桩呈矩形阵列状排布设置有若干根，各所述预制桩均埋设于地基内，且各所述预制桩的上端均与承台的底面固定连接为一体，各所述预制桩均包括外桩管、内桩柱和橡胶，所述外桩管的上端开口设置，所述内桩柱的下端插设于外桩管内，且所述内桩柱的上端伸出外桩管外并与承台的底面固定连接，所述橡胶设置于外桩管的下端内，且所述橡胶的上端与内桩柱的底面抵紧。本申请具有提高抗震能力的效果，使得高层建筑受到地震的影响能够降低。
High-rise building damping structure and construction method thereof
The invention relates to a high-rise building damping structure and a construction method thereof, and relates to the technical field of high-rise building safety construction, the high-rise building damping structure comprises a plurality of precast piles and a bearing platform, the precast piles are arranged in a rectangular array shape, all the precast piles are buried in a foundation, and the bearing platform is arranged on the precast piles; the upper end of each precast pile is fixedly connected with the bottom surface of the bearing platform into a whole, each precast pile comprises an outer pile pipe, an inner pile column and rubber, the upper end of each outer pile pipe is open, the lower end of each inner pile column is inserted into the corresponding outer pile pipe, and the upper end of each inner pile column extends out of the corresponding outer pile pipe and is fixedly connected with the bottom surface of the bearing platform; the rubber is arranged in the lower end of the outer pile pipe, and the upper end of the rubber abuts against the bottom face of the inner pile column. The anti-seismic structure has the effect of improving the anti-seismic capacity, so that the influence of earthquakes on high-rise buildings can be reduced.
本申请涉及一种高层建筑减震结构及其建造方法，涉及高层建筑安全施工的技术领域，其包括预制桩和承台，所述预制桩呈矩形阵列状排布设置有若干根，各所述预制桩均埋设于地基内，且各所述预制桩的上端均与承台的底面固定连接为一体，各所述预制桩均包括外桩管、内桩柱和橡胶，所述外桩管的上端开口设置，所述内桩柱的下端插设于外桩管内，且所述内桩柱的上端伸出外桩管外并与承台的底面固定连接，所述橡胶设置于外桩管的下端内，且所述橡胶的上端与内桩柱的底面抵紧。本申请具有提高抗震能力的效果，使得高层建筑受到地震的影响能够降低。
High-rise building damping structure and construction method thereof
一种高层建筑减震结构及其建造方法
JIAN WEICHAO (author) / RAN GUIFANG (author) / MA SHANSHAN (author) / LU LINGYAN (author)
2023-07-14
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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