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套筒灌浆连接PC柱的接触爆炸试验研究
Test Research of Contact Detonation of PC Columns with Grouting Sleeve Connections
2022年第5期
预制混凝土柱;接触爆炸;炸药当量;起爆点位置;灌浆套筒
Precast concrete column(PC column); Contact detonation; Explosive equivalent; Detonation position; Grouting sleeve
2022年第5期
10.19761/j.1000-4637.2022.05.046.04
于旭峰,汤剑辉,陈祖鹏
河海大学 土木与交通学院,江苏 南京210098

于旭峰,汤剑辉,陈祖鹏

于旭峰,汤剑辉,陈祖鹏.套筒灌浆连接PC柱的接触爆炸试验研究[J].混凝土与水泥制品,2022(5):46-49.

YU X F,TANG J H,CHEN Z P.Test Research of Contact Detonation of PC Columns with Grouting Sleeve Connections[J].China Concrete and Cement Products,2022(5):46-49.

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摘   要:为研究预制混凝土柱(PC柱)在爆炸荷载作用下的抗爆性能,制作了5根缩尺比例为1∶2.5的PC柱,进行了不同参数下的室内接触爆炸试验。通过收集的PC柱损伤尺寸数据,分析了炸药当量、起爆点位置等参数对套筒灌浆PC柱抗爆性能的影响,并采用CONWEP软件对自由场超压进行了对比分析。结果表明:在接触爆炸作用下,PC柱仅发生局部破坏;PC柱的损伤尺寸随着炸药当量的提高而增大;与PC柱柱中起爆相比,柱端起爆试件的损伤面积明显较小。 Abstract: To obtain the blast performance of precast concrete(PC) columns with grouting sleeve connections, five PC columns with reduced scale of 1∶2.5 against contact detonation were conducted in a blast testing vessel, in which the effects of explosive equivalent and detonation position on blast damage were studied. CONWEP software was used to analyze the free field overpressure. The results show that PC column is only damaged locally in terms of the whole damaged area under contact explosion. By comparing the damage of PC columns with different explosive equivalent, it is found that the damage size of the column increases gradually with the increase of explosive equivalent. Moreover, the damage area of the test piece detonated at the end of the column is significantly smaller than that of the test piece whose initiation point is located in the column. 
英文名 : Test Research of Contact Detonation of PC Columns with Grouting Sleeve Connections
刊期 : 2022年第5期
关键词 : 预制混凝土柱;接触爆炸;炸药当量;起爆点位置;灌浆套筒
Key words : Precast concrete column(PC column); Contact detonation; Explosive equivalent; Detonation position; Grouting sleeve
刊期 : 2022年第5期
DOI : 10.19761/j.1000-4637.2022.05.046.04
文章编号 :
基金项目 :
作者 : 于旭峰,汤剑辉,陈祖鹏
单位 : 河海大学 土木与交通学院,江苏 南京210098

于旭峰,汤剑辉,陈祖鹏

于旭峰,汤剑辉,陈祖鹏.套筒灌浆连接PC柱的接触爆炸试验研究[J].混凝土与水泥制品,2022(5):46-49.

YU X F,TANG J H,CHEN Z P.Test Research of Contact Detonation of PC Columns with Grouting Sleeve Connections[J].China Concrete and Cement Products,2022(5):46-49.

摘要
参数
结论
参考文献
引用本文

摘   要:为研究预制混凝土柱(PC柱)在爆炸荷载作用下的抗爆性能,制作了5根缩尺比例为1∶2.5的PC柱,进行了不同参数下的室内接触爆炸试验。通过收集的PC柱损伤尺寸数据,分析了炸药当量、起爆点位置等参数对套筒灌浆PC柱抗爆性能的影响,并采用CONWEP软件对自由场超压进行了对比分析。结果表明:在接触爆炸作用下,PC柱仅发生局部破坏;PC柱的损伤尺寸随着炸药当量的提高而增大;与PC柱柱中起爆相比,柱端起爆试件的损伤面积明显较小。

Abstract: To obtain the blast performance of precast concrete(PC) columns with grouting sleeve connections, five PC columns with reduced scale of 1∶2.5 against contact detonation were conducted in a blast testing vessel, in which the effects of explosive equivalent and detonation position on blast damage were studied. CONWEP software was used to analyze the free field overpressure. The results show that PC column is only damaged locally in terms of the whole damaged area under contact explosion. By comparing the damage of PC columns with different explosive equivalent, it is found that the damage size of the column increases gradually with the increase of explosive equivalent. Moreover, the damage area of the test piece detonated at the end of the column is significantly smaller than that of the test piece whose initiation point is located in the column. 

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(1)PC柱在爆炸荷载作用下出现了严重的局部损伤破坏。起爆点附近损伤破坏较严重,在爆炸荷载作用下PC柱几乎未发生结构整体弯曲变形。 
(2)由于核心区混凝土受到箍筋的约束作用,在爆炸荷载作用下损伤破坏程度较小。
(3)柱端起爆损伤破坏程度小于柱中起爆。柱端起爆的PC柱由于受到墩台的约束,其损伤破坏程度较小。
(4)随着爆炸作用的增大,背爆面受拉产生的震塌破坏面积逐渐增大甚至超过迎爆面混凝土的损伤破坏面积,爆坑的深度也随之加深。

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于旭峰,汤剑辉,陈祖鹏.套筒灌浆连接PC柱的接触爆炸试验研究[J].混凝土与水泥制品,2022(5):46-49.

YU X F,TANG J H,CHEN Z P.Test Research of Contact Detonation of PC Columns with Grouting Sleeve Connections[J].China Concrete and Cement Products,2022(5):46-49.

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