地球科学与环境学报
地毬科學與環境學報
지구과학여배경학보
JOURNAL OF EARTH SCIENCES AND ENVIRONMENT
2014年
2期
81-91
,共11页
曾超%崔鹏%葛永刚%张建强%雷雨%严炎
曾超%崔鵬%葛永剛%張建彊%雷雨%嚴炎
증초%최붕%갈영강%장건강%뇌우%엄염
泥石流%建筑物%破坏特征%力学模型%极限平衡理论%临界条件%汶川%四川
泥石流%建築物%破壞特徵%力學模型%極限平衡理論%臨界條件%汶川%四川
니석류%건축물%파배특정%역학모형%겁한평형이론%림계조건%문천%사천
debris flow%building%failure characteristic%mechanical model%limit equilibrium theory%critical condition%Wenchuan%Sichuan
2013年7月11日,四川省汶川县威州镇七盘沟暴发大规模泥石流。通过实地调查和测量,获取了98份建筑物破坏样本。泥石流中大石块、漂木和生活废弃物是参与破坏的主要介质;建筑物长轴方向与流向垂直时,更易遭受破坏;而长轴方向与流向平行且规则分布时,首个遭遇泥石流的建筑物会严重破坏,但也起到阻挡泥石流和耗能的作用,较好地保护了其后的建筑物;当建筑物分布不规则时,首个和凸出的建筑物均遭受冲击破坏;距泥石流出口和主流线越近,建筑物破坏越严重。分析建筑物破坏特征发现:受损建筑物表现的破坏模式因结构类型不同而异;若以梁和柱为承重构件,其破坏主要因柱体受冲后产生塑性铰或被剪断,致建筑物倾斜或倒塌,而以砌体为承重构件者,其破坏表现为承重墙体产生裂缝或垮塌致建筑物整体倒塌。参照建筑物破坏模式,以静力学极限平衡理论为基础,提出建筑物柱体和墙体破坏的临界条件计算公式。最后,依据泥石流的破坏方式和建筑物受损模式,将七盘沟建筑物的破坏划分为5个等级,并讨论了甘肃舟曲泥石流和本次灾害期间建筑物破坏特征的异同。本研究从案例分析的角度,为泥石流危险区城镇及居民点建筑物规划布局和结构设计提供参考。
2013年7月11日,四川省汶川縣威州鎮七盤溝暴髮大規模泥石流。通過實地調查和測量,穫取瞭98份建築物破壞樣本。泥石流中大石塊、漂木和生活廢棄物是參與破壞的主要介質;建築物長軸方嚮與流嚮垂直時,更易遭受破壞;而長軸方嚮與流嚮平行且規則分佈時,首箇遭遇泥石流的建築物會嚴重破壞,但也起到阻擋泥石流和耗能的作用,較好地保護瞭其後的建築物;噹建築物分佈不規則時,首箇和凸齣的建築物均遭受遲擊破壞;距泥石流齣口和主流線越近,建築物破壞越嚴重。分析建築物破壞特徵髮現:受損建築物錶現的破壞模式因結構類型不同而異;若以樑和柱為承重構件,其破壞主要因柱體受遲後產生塑性鉸或被剪斷,緻建築物傾斜或倒塌,而以砌體為承重構件者,其破壞錶現為承重牆體產生裂縫或垮塌緻建築物整體倒塌。參照建築物破壞模式,以靜力學極限平衡理論為基礎,提齣建築物柱體和牆體破壞的臨界條件計算公式。最後,依據泥石流的破壞方式和建築物受損模式,將七盤溝建築物的破壞劃分為5箇等級,併討論瞭甘肅舟麯泥石流和本次災害期間建築物破壞特徵的異同。本研究從案例分析的角度,為泥石流危險區城鎮及居民點建築物規劃佈跼和結構設計提供參攷。
2013년7월11일,사천성문천현위주진칠반구폭발대규모니석류。통과실지조사화측량,획취료98빈건축물파배양본。니석류중대석괴、표목화생활폐기물시삼여파배적주요개질;건축물장축방향여류향수직시,경역조수파배;이장축방향여류향평행차규칙분포시,수개조우니석류적건축물회엄중파배,단야기도조당니석류화모능적작용,교호지보호료기후적건축물;당건축물분포불규칙시,수개화철출적건축물균조수충격파배;거니석류출구화주류선월근,건축물파배월엄중。분석건축물파배특정발현:수손건축물표현적파배모식인결구류형불동이이;약이량화주위승중구건,기파배주요인주체수충후산생소성교혹피전단,치건축물경사혹도탑,이이체체위승중구건자,기파배표현위승중장체산생렬봉혹과탑치건축물정체도탑。삼조건축물파배모식,이정역학겁한평형이론위기출,제출건축물주체화장체파배적림계조건계산공식。최후,의거니석류적파배방식화건축물수손모식,장칠반구건축물적파배화분위5개등급,병토론료감숙주곡니석류화본차재해기간건축물파배특정적이동。본연구종안례분석적각도,위니석류위험구성진급거민점건축물규화포국화결구설계제공삼고。
A destructive debris flow hazard occurred in Qipangou of Wenchuan county,Sichuan province on July 1 1,2013.The debris flow resulted in 350 buildings destroyed,more than 2 000 buildings buried or flooded and 15 people dead or missing. 98 damaged buildings were investigated and measured in details to study the characteristic and patterns of buildings damaged by debris flow.Big boulder,drift logs and waste mixed in debris flow are the mainly contribute to the destruction of building;buildings are more vulnerable when the longitudinal axis (major axis)of them is perpendicular to the flow direction of debris flow;if the longitudinal axis is parallel to the flow direction,the first exposed building is damaged severely,but the building blocks debris flow with a lot of energy,so as to protect the subsequent buildings from the direct impact of debris flow;for some buildings with irregular distribution,both the first building and protruding part are damaged;the closer the buildings locate to the mainstream and outlet of debris flow, the more serious the buildings are damaged. The characteristics of buildings damaged show that the patterns of debris flow damaging buildings are not the same because of the different structures; if the load-bearing elements of buildings are beams and columns, the collapses of buildings are mainly due to the destruction of columns by the formation of plastic hinges or clipping,while the cracks or collapses of bearing walls are responsible for the collapse of buildings with masonry structure. According to the patterns of buildings damaged, the formulas to calculate the critical condition of building damaged by debris flow were proposed based on the limit equilibrium theory.Finally,the destruction of buildings in Qipangou could be classified into five levels based on the characteristics and collapse patterns of building damaged, and the characteristics of buildings managed by debris flow in Qipangou were compared with that in Zhouqu of Gansu.The case study will improve the land use planning for debris flow prone area in mountain towns,and provide some critical parameters for structural designing.