建筑物及构筑物变形数据的测地线监测与数学处理

Liudmyla Dovhopoliuk, Sibilla Omelchuk, I. Soloviov, N. Soloviova
{"title":"建筑物及构筑物变形数据的测地线监测与数学处理","authors":"Liudmyla Dovhopoliuk, Sibilla Omelchuk, I. Soloviov, N. Soloviova","doi":"10.33744/0365-8171-2022-111-106-114","DOIUrl":null,"url":null,"abstract":"The main causes of deformations are investigated in the article. Observations of deformations of structures are a set of measuring and descriptive measures to identify the magnitude of deformations and the causes of their occurrence. For complex and responsible structures, observations begin simultaneously with the design. At the site of future construction, the influence of natural factors is studied and in the same period a system of reference signs is created in order to determine in advance the degree of their stability. Observations directly on the structure begin from the beginning of its construction and continue throughout the construction period. For most large structures, observations are made during their operation. A measuring network is used for observations, which consists of the following geodetic signs: benchmark - a geodetic sign that fixes a point of the leveling network (the height position of this sign is practically unchanged during observations of deformations of structures); mark - a rigidly fixed on the structure of the building sign, which changes its height and planned position due to deformation of the structure; reference sign - a practically motionless sign in the horizontal plane, relative to which the displacements and rolls of structures are determined. All geodetic signs installed on the building and around it create a survey and support network, which are interconnected by geodetic measurements. The service life of a construction site depends not only on the quality of construction materials and the quality of construction work, but also on the quality of operation, timely and accurate consideration of damage to buildings and forecasting their technical condition, which is impossible without measuring operations to obtain data for its safe functioning. At the stage of operation, the structures are subjected to numerous natural, man-made actions that must be taken into account in the project when choosing materials, developing structures and components, etc. However, in practice, the characteristics of building materials and structures may not meet the requirements of the design documentation, as a result, the combined effect of many factors will lead to accelerated wear of the building. According to the special features of deformation are divided into types: those that change their vertical position and planned displacements, all together spatial displacements. Methods of research of deformations which are chosen according to a kind of deformation are considered.","PeriodicalId":440945,"journal":{"name":"Automobile Roads and Road Construction","volume":"1 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2022-06-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"GEODESIC MONITORING AND MATHEMATICAL PROCESSING OF DATA OF DEFORMATIONS BUILDINGS AND STRUCTURES\",\"authors\":\"Liudmyla Dovhopoliuk, Sibilla Omelchuk, I. Soloviov, N. Soloviova\",\"doi\":\"10.33744/0365-8171-2022-111-106-114\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The main causes of deformations are investigated in the article. Observations of deformations of structures are a set of measuring and descriptive measures to identify the magnitude of deformations and the causes of their occurrence. For complex and responsible structures, observations begin simultaneously with the design. At the site of future construction, the influence of natural factors is studied and in the same period a system of reference signs is created in order to determine in advance the degree of their stability. Observations directly on the structure begin from the beginning of its construction and continue throughout the construction period. For most large structures, observations are made during their operation. A measuring network is used for observations, which consists of the following geodetic signs: benchmark - a geodetic sign that fixes a point of the leveling network (the height position of this sign is practically unchanged during observations of deformations of structures); mark - a rigidly fixed on the structure of the building sign, which changes its height and planned position due to deformation of the structure; reference sign - a practically motionless sign in the horizontal plane, relative to which the displacements and rolls of structures are determined. All geodetic signs installed on the building and around it create a survey and support network, which are interconnected by geodetic measurements. The service life of a construction site depends not only on the quality of construction materials and the quality of construction work, but also on the quality of operation, timely and accurate consideration of damage to buildings and forecasting their technical condition, which is impossible without measuring operations to obtain data for its safe functioning. At the stage of operation, the structures are subjected to numerous natural, man-made actions that must be taken into account in the project when choosing materials, developing structures and components, etc. However, in practice, the characteristics of building materials and structures may not meet the requirements of the design documentation, as a result, the combined effect of many factors will lead to accelerated wear of the building. According to the special features of deformation are divided into types: those that change their vertical position and planned displacements, all together spatial displacements. Methods of research of deformations which are chosen according to a kind of deformation are considered.\",\"PeriodicalId\":440945,\"journal\":{\"name\":\"Automobile Roads and Road Construction\",\"volume\":\"1 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2022-06-30\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Automobile Roads and Road Construction\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.33744/0365-8171-2022-111-106-114\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Automobile Roads and Road Construction","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.33744/0365-8171-2022-111-106-114","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

摘要

本文探讨了引起变形的主要原因。对结构变形的观察是一套测量和描述性的措施,以确定变形的大小及其发生的原因。对于复杂和负责任的结构,观察与设计同时开始。在未来的建设现场,研究自然因素的影响,同时创建一个参考标志系统,以便提前确定其稳定程度。对结构的直接观察从建造之初就开始了,并在整个施工期间持续进行。对于大多数大型结构,观测是在其运行期间进行的。测量网用于观测,它由以下大地测量标志组成:基准-固定水准网的一个点的大地测量标志(该标志的高度位置在观测结构变形期间几乎不变);标志——一种刚性固定在建筑物结构上的标志,由于结构的变形而改变其高度和计划位置;参考标志-在水平面上几乎不动的标志,相对于它来确定结构的位移和滚动。所有安装在建筑上和周围的大地测量标志创建了一个测量和支持网络,这些网络通过大地测量相互连接。建筑工地的使用寿命不仅取决于建筑材料的质量和施工工作的质量,还取决于操作的质量,及时准确地考虑建筑物的损坏情况,预测建筑物的技术状况,而没有测量操作,就不可能获得其安全运行的数据。在运行阶段,结构受到许多自然的、人为的作用,在选择材料、开发结构和部件等时,必须考虑到这些作用。然而,在实际应用中,建筑材料和结构的特性可能不符合设计文件的要求,因此,许多因素的共同作用将导致建筑物的加速磨损。根据变形的特殊特征,将变形分为:改变其垂直位置和计划位移的变形类型,统称为空间位移。考虑了根据一种变形选择的变形研究方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
GEODESIC MONITORING AND MATHEMATICAL PROCESSING OF DATA OF DEFORMATIONS BUILDINGS AND STRUCTURES
The main causes of deformations are investigated in the article. Observations of deformations of structures are a set of measuring and descriptive measures to identify the magnitude of deformations and the causes of their occurrence. For complex and responsible structures, observations begin simultaneously with the design. At the site of future construction, the influence of natural factors is studied and in the same period a system of reference signs is created in order to determine in advance the degree of their stability. Observations directly on the structure begin from the beginning of its construction and continue throughout the construction period. For most large structures, observations are made during their operation. A measuring network is used for observations, which consists of the following geodetic signs: benchmark - a geodetic sign that fixes a point of the leveling network (the height position of this sign is practically unchanged during observations of deformations of structures); mark - a rigidly fixed on the structure of the building sign, which changes its height and planned position due to deformation of the structure; reference sign - a practically motionless sign in the horizontal plane, relative to which the displacements and rolls of structures are determined. All geodetic signs installed on the building and around it create a survey and support network, which are interconnected by geodetic measurements. The service life of a construction site depends not only on the quality of construction materials and the quality of construction work, but also on the quality of operation, timely and accurate consideration of damage to buildings and forecasting their technical condition, which is impossible without measuring operations to obtain data for its safe functioning. At the stage of operation, the structures are subjected to numerous natural, man-made actions that must be taken into account in the project when choosing materials, developing structures and components, etc. However, in practice, the characteristics of building materials and structures may not meet the requirements of the design documentation, as a result, the combined effect of many factors will lead to accelerated wear of the building. According to the special features of deformation are divided into types: those that change their vertical position and planned displacements, all together spatial displacements. Methods of research of deformations which are chosen according to a kind of deformation are considered.
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
自引率
0.00%
发文量
0
×
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
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
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 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:604180095
Book学术官方微信