古建木結(jié)構(gòu)承重構(gòu)件殘損狀態(tài)快速普查及鑒定方法研究
[Abstract]:Structural damage investigation is the basis of wood structure protection and repair of ancient buildings, which needs to be carried out from time to time. Since the 20 th century, people have been exploring how to accurately evaluate the safety of ancient building wood structures. The damage assessment of wood components includes damage state assessment of load-bearing members and damage assessment of non-load-bearing components. The evaluation project is very complicated, the instruments used are many, the operation is complex, only suitable for professional researchers. However, the number of ancient building wood structures in our country is large, compared with the managers, there are fewer managers. If the component damage investigation is carried out according to the code, the workload of cultural relics management is huge. Therefore, it is urgent to find a rapid survey method of component damage status and the corresponding component damage grade identification method suitable for the daily inspection work of grass-roots cultural relics managers. In this paper, various relevant specifications in China are studied, and the main detection items and damage grade identification methods of load-bearing components specified in the code are found, and on the basis of this, a rapid survey method of component damage state and the corresponding component damage grade identification method are established. The damage of load-bearing wooden columns, load-bearing beams Fang and Dou H1 of Feiyun Building was investigated by means of rapid census method. According to the identification method of component damage grade, the damage grade of each component was determined by using the general survey data of components, which provided the basis for the subsequent protection and repair. The nondestructive testing method with high accuracy is used to investigate some components which have been rated as non-dangerous state, and it is found that a small part of them are already in dangerous state, which indicates that the accuracy of judging the damaged state of components by using the rapid survey method of component damage state and the method of damage grade identification needs to be improved. According to the data of component damage obtained by nondestructive testing, the method of rapid survey of component damage state and the method of component damage grade identification are improved, and the accuracy of this method is further improved.
【學(xué)位授予單位】:北京交通大學(xué)
【學(xué)位級別】:碩士
【學(xué)位授予年份】:2017
【分類號】:TU366.2;TU317
【參考文獻】
相關(guān)期刊論文 前10條
1 戴儉;常麗紅;錢威;常浩;;古建筑木構(gòu)件內(nèi)部缺陷無損檢測的方法與應(yīng)用研究[J];建筑學(xué)報;2017年02期
2 秦本東;李泉;;磚石木結(jié)構(gòu)古建筑的安全檢測與鑒定[J];住宅科技;2016年12期
3 于帥帥;;木構(gòu)古建筑缺陷檢測方法發(fā)展現(xiàn)狀及其展望[J];林業(yè)機械與木工設(shè)備;2016年11期
4 周乾;閆維明;紀(jì)金豹;;木構(gòu)古建安全現(xiàn)狀評估方法研究綜述[J];四川建筑科學(xué)研究;2015年05期
5 Jin ZHANG;Qing-feng XU;Yi-xiang XU;Ming ZHANG;;基于無損檢測與木材力學(xué)性能相關(guān)性的既有木構(gòu)件剩余抗彎承載力研究(英文)[J];Journal of Zhejiang University-Science A(Applied Physics & Engineering);2015年07期
6 丁仕洪;;木結(jié)構(gòu)古建筑的安全檢測與鑒定[J];工程質(zhì)量;2014年04期
7 張厚江;朱磊;孫燕良;王喜平;;古建筑木構(gòu)件材料主要力學(xué)性能檢測方法研究[J];北京林業(yè)大學(xué)學(xué)報;2011年05期
8 廖春暉;張厚江;黎冬青;孫燕良;;古建筑木構(gòu)件缺陷檢測方法發(fā)展現(xiàn)狀[J];森林工程;2011年04期
9 黃榮鳳;伍艷梅;李華;劉秀英;;古建筑舊木材腐朽狀況皮羅釘檢測結(jié)果的定量分析[J];林業(yè)科學(xué);2010年10期
10 ;Long-Term Cumulative Damage Model of Historical Timber Member under Varying Hygrothermal Environment[J];Wuhan University Journal of Natural Sciences;2009年05期
相關(guān)會議論文 前1條
1 劉佳;申克常;高煒;高小旺;;古建筑木結(jié)構(gòu)內(nèi)部缺陷與損傷現(xiàn)場檢測技術(shù)探討[A];2015城市地下空間綜合開發(fā)技術(shù)交流會論文集[C];2015年
相關(guān)碩士學(xué)位論文 前4條
1 朱忠漫;干縮裂縫對歷史建筑木構(gòu)件受力性能影響的試驗研究[D];東南大學(xué);2015年
2 李鵬珊;木構(gòu)古建筑的可靠度評估及剩余壽命預(yù)測[D];河南大學(xué);2014年
3 賀歡;我國文物建筑保護修復(fù)方法與技術(shù)研究[D];重慶大學(xué);2013年
4 于子絢;應(yīng)力波檢測古建舊木缺陷技術(shù)研究[D];北京林業(yè)大學(xué);2009年
,本文編號:2503672
本文鏈接:http://sikaile.net/jianzhugongchenglunwen/2503672.html