湖南科技大学学报(自然科学版)
湖南科技大學學報(自然科學版)
호남과기대학학보(자연과학판)
JOURNAL OF HUNAN UNIVERSITY OF SCIENCE & TECHNOLOGY(NATURAL SCIENCE EDITION)
2014年
4期
74-78
,共5页
刘也%戴益民%邹思敏%刘求山%雷静敏%蒋荣正
劉也%戴益民%鄒思敏%劉求山%雷靜敏%蔣榮正
류야%대익민%추사민%류구산%뢰정민%장영정
低矮建筑%干扰效应%数值模拟%双坡屋面
低矮建築%榦擾效應%數值模擬%雙坡屋麵
저왜건축%간우효응%수치모의%쌍파옥면
low-rise building%interference effect%numerical simulation%gable roof
基于Fluent 6.3软件平台,采用RNG k -ε湍流模型,对日本东京工艺大学风洞试验模型及数据进行了验证,结果表明数值模拟与风洞实验数据拟合较好.同时,对2栋相同低矮双坡屋面建筑在不同受扰建筑布置角度时对建筑群的影响进行了数值模拟分析,结果表明,施扰建筑的表面风压分布及大小受影响较小,与单体建筑表面风压接近;而受扰建筑的影响相对较为明显,尤其是施扰建筑与受扰建筑纵轴夹角不大的情况下,受扰建筑屋脊背风面角部负风压较大.研究结果对低矮建筑群的风效应研究具有参考价值.
基于Fluent 6.3軟件平檯,採用RNG k -ε湍流模型,對日本東京工藝大學風洞試驗模型及數據進行瞭驗證,結果錶明數值模擬與風洞實驗數據擬閤較好.同時,對2棟相同低矮雙坡屋麵建築在不同受擾建築佈置角度時對建築群的影響進行瞭數值模擬分析,結果錶明,施擾建築的錶麵風壓分佈及大小受影響較小,與單體建築錶麵風壓接近;而受擾建築的影響相對較為明顯,尤其是施擾建築與受擾建築縱軸夾角不大的情況下,受擾建築屋脊揹風麵角部負風壓較大.研究結果對低矮建築群的風效應研究具有參攷價值.
기우Fluent 6.3연건평태,채용RNG k -ε단류모형,대일본동경공예대학풍동시험모형급수거진행료험증,결과표명수치모의여풍동실험수거의합교호.동시,대2동상동저왜쌍파옥면건축재불동수우건축포치각도시대건축군적영향진행료수치모의분석,결과표명,시우건축적표면풍압분포급대소수영향교소,여단체건축표면풍압접근;이수우건축적영향상대교위명현,우기시시우건축여수우건축종축협각불대적정황하,수우건축옥척배풍면각부부풍압교대.연구결과대저왜건축군적풍효응연구구유삼고개치.
A RNG k -εmodel,the reynolds averaged navier -stokes equations (RANS )turbulence model,was added in software Fluent 6.3 to simulate the wind tunnel model of Tokyo Polytechnic University,it turned out that simulating results fit well with the wind tunnel test data.Then a detailed simulation analysis was performed for average pressure coefficient of two same low-rise gable-roofed buildings which at different angles of the downstream building.The results show that the average pressure coefficient of upstream building is hardly affected by the angle changing of the downstream building,and its surface pressure is close to individual building.But the downstream building is affected relatively clear especially the corner area of ridge at small angles.The results of the study have reference value for wind effect research of low-rise buildings.