现代医疗中心建筑物沉降的稳定

A. Erykov
{"title":"现代医疗中心建筑物沉降的稳定","authors":"A. Erykov","doi":"10.34031/2618-7183-2021-4-6-5-25","DOIUrl":null,"url":null,"abstract":"the group of deformed structures includes buildings that have received unacceptable subsidence and deformation during the period of their construction and especially operation, which, however, do not interfere with the perfor-mance of their main functions, but may eventually collapse. Their causes are errors in engineering and geological surveys and design; violation of the rules for performing construction work and operation of buildings and struc-tures. Long-term geodetic observations of the precipitation of the foundations of buildings on pile foundations have shown that both absolute and relative stabilized values of subsidence in the vast majority of cases are less than them and the normative limit values are calculated. Therefore, the group of deformed buildings on pile foun-dations includes somewhat less often similar objects with shallow foundations. The reasons for excessive subsid-ence of the foundations of pile foundations of buildings (and as a result, the occurrence and development of cracks and other deformations in load – bearing structures), in addition to these, are most often: unjustified use of increasing correction coefficients for the results of compression tests of highly acidic soils; the lower ends of the piles falling into layers of weak soil; the tip of the piles sinking from the design mark; overestimation of the bear-ing capacity of the piles due to non-compliance with the optimal time of their \"rest\" after immersion or erroneous interpretation of the graphs \"load-pile sediment\"; excessively close placement of neighboring piles in the plan, which when they are immersed, especially in the sand, leads to \"pushing\" up previously submerged; uneven load-ing of piles as part of the grillage; deformation of existing buildings and structures when driving piles near and tongue-and-groove, the development of pits, etc.","PeriodicalId":127090,"journal":{"name":"Construction Materials and Products","volume":"441 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2022-01-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":"{\"title\":\"STABILIZATION OF SUBSIDENCE OF BUILDINGS OF MODERN MEDICAL CENTERS\",\"authors\":\"A. Erykov\",\"doi\":\"10.34031/2618-7183-2021-4-6-5-25\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"the group of deformed structures includes buildings that have received unacceptable subsidence and deformation during the period of their construction and especially operation, which, however, do not interfere with the perfor-mance of their main functions, but may eventually collapse. Their causes are errors in engineering and geological surveys and design; violation of the rules for performing construction work and operation of buildings and struc-tures. Long-term geodetic observations of the precipitation of the foundations of buildings on pile foundations have shown that both absolute and relative stabilized values of subsidence in the vast majority of cases are less than them and the normative limit values are calculated. Therefore, the group of deformed buildings on pile foun-dations includes somewhat less often similar objects with shallow foundations. The reasons for excessive subsid-ence of the foundations of pile foundations of buildings (and as a result, the occurrence and development of cracks and other deformations in load – bearing structures), in addition to these, are most often: unjustified use of increasing correction coefficients for the results of compression tests of highly acidic soils; the lower ends of the piles falling into layers of weak soil; the tip of the piles sinking from the design mark; overestimation of the bear-ing capacity of the piles due to non-compliance with the optimal time of their \\\"rest\\\" after immersion or erroneous interpretation of the graphs \\\"load-pile sediment\\\"; excessively close placement of neighboring piles in the plan, which when they are immersed, especially in the sand, leads to \\\"pushing\\\" up previously submerged; uneven load-ing of piles as part of the grillage; deformation of existing buildings and structures when driving piles near and tongue-and-groove, the development of pits, etc.\",\"PeriodicalId\":127090,\"journal\":{\"name\":\"Construction Materials and Products\",\"volume\":\"441 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2022-01-07\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"1\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Construction Materials and Products\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.34031/2618-7183-2021-4-6-5-25\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Construction Materials and Products","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.34031/2618-7183-2021-4-6-5-25","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 1

摘要

变形构筑物包括在建造和运行期间发生不可接受的沉降和变形的建筑物,但这些建筑物不会影响其主要功能的发挥,但最终可能会倒塌。其原因是工程地质勘察设计错误;违反建筑施工和建筑物、构筑物操作规程的。桩基建筑地基降水的长期大地观测表明,在绝大多数情况下,沉降的绝对稳定值和相对稳定值都小于它们,并计算了规范限值。因此,在桩基础上的变形建筑物群中,很少有类似的浅基础建筑物。除上述原因外,建筑物桩基的基础过度下沉(并因此导致承载结构中裂缝和其他变形的发生和发展)的最常见原因是:对高酸性土壤压缩试验结果不合理地使用增大的修正系数;桩的下端落入软弱土层;桩端下沉距设计标线;由于不符合浸水后最佳“休息”时间或对“荷载-桩沉”图的错误解释而高估了桩的承载力;平面图中相邻桩的位置过于靠近,当它们浸入水中时,特别是在沙子中,会导致“推”出先前淹没的桩;作为格栅一部分的桩的不均匀荷载;既有建筑和构筑物在靠近舌槽打桩时的变形、坑的形成等。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
STABILIZATION OF SUBSIDENCE OF BUILDINGS OF MODERN MEDICAL CENTERS
the group of deformed structures includes buildings that have received unacceptable subsidence and deformation during the period of their construction and especially operation, which, however, do not interfere with the perfor-mance of their main functions, but may eventually collapse. Their causes are errors in engineering and geological surveys and design; violation of the rules for performing construction work and operation of buildings and struc-tures. Long-term geodetic observations of the precipitation of the foundations of buildings on pile foundations have shown that both absolute and relative stabilized values of subsidence in the vast majority of cases are less than them and the normative limit values are calculated. Therefore, the group of deformed buildings on pile foun-dations includes somewhat less often similar objects with shallow foundations. The reasons for excessive subsid-ence of the foundations of pile foundations of buildings (and as a result, the occurrence and development of cracks and other deformations in load – bearing structures), in addition to these, are most often: unjustified use of increasing correction coefficients for the results of compression tests of highly acidic soils; the lower ends of the piles falling into layers of weak soil; the tip of the piles sinking from the design mark; overestimation of the bear-ing capacity of the piles due to non-compliance with the optimal time of their "rest" after immersion or erroneous interpretation of the graphs "load-pile sediment"; excessively close placement of neighboring piles in the plan, which when they are immersed, especially in the sand, leads to "pushing" up previously submerged; uneven load-ing of piles as part of the grillage; deformation of existing buildings and structures when driving piles near and tongue-and-groove, the development of pits, etc.
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
CiteScore
1.40
自引率
0.00%
发文量
0
期刊最新文献
Stress-strain state during the formation of normal cracks in three-layer bendable reinforced concrete elements under the action of longitudinal and transverse forces Calculation of monolithic buildings structures taking into account the nonlinear operation of reinforced concrete Processing of nonlinear concrete creep curves using nonlinear optimization methods Molding properties of clay mixtures in the soft mud brick manufacture Field thermovision study of externsl enclosure for multi-storey residential building under climatic conditions of Northern Kazakhstan
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1