高幸, 王维玉. 生土结构预应力加固抗震试验研究[J]. 工程力学, 2021, 38(S): 237-242. DOI: 10.6052/j.issn.1000-4750.2020.05.S042
引用本文: 高幸, 王维玉. 生土结构预应力加固抗震试验研究[J]. 工程力学, 2021, 38(S): 237-242. DOI: 10.6052/j.issn.1000-4750.2020.05.S042
GAO Xing, WANG Wei-yu. EXPERIMENTAL STUDY ON EARTHQUAKE RESISTANCE OF PRESTRESSED REINFORCED RAW-SOIL STRUCTURE[J]. Engineering Mechanics, 2021, 38(S): 237-242. DOI: 10.6052/j.issn.1000-4750.2020.05.S042
Citation: GAO Xing, WANG Wei-yu. EXPERIMENTAL STUDY ON EARTHQUAKE RESISTANCE OF PRESTRESSED REINFORCED RAW-SOIL STRUCTURE[J]. Engineering Mechanics, 2021, 38(S): 237-242. DOI: 10.6052/j.issn.1000-4750.2020.05.S042

生土结构预应力加固抗震试验研究

EXPERIMENTAL STUDY ON EARTHQUAKE RESISTANCE OF PRESTRESSED REINFORCED RAW-SOIL STRUCTURE

  • 摘要: 生土结构预应力加固技术是针对碹窑结构缺陷提出的新型抗震加固技术。预应力加固主要分为预应力穿墙螺栓拉结、预应力钢拱圈支撑和预应力钢绞线拉结3大类型。对加固后的碹窑进行原位爆破试验,试验结果表明:预应力加固结构体系对窑身y方向的抗震性能提升显著;预应力穿墙螺栓在爆破激励下对窑脸起到明显的拉结作用;碹窑内部门洞处应力集中,加固设计时应重点关注。该加固技术适合在碹窑民居危房加固改造项目中推广应用,具有重要的科学理论价值、现实意义与应用前景。

     

    Abstract: The prestressed reinforcement technology of raw-soil structure is a new aseismic reinforcement technology for the defects of arch kiln structure. The prestressed reinforcement technology is mainly divided into three types: prestressing wall piercing bolt, prestressing steel arch ring and prestressing steel strand. In situ blasting test of reinforced arch kiln structure shows that the seismic performance of the arch kiln in y direction is improved more significantly. The prestressed wall piercing bolt plays an obvious role in drawing the kiln face under the blasting excitation. The stress concentration in the side doors of arch kiln should be paid more attention in reinforcement design. The reinforcement technology can be promoted and applied in the reinforcement and reconstruction project of dilapidated houses. The technology has important scientific theoretical value, practical significance and application prospects.

     

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