کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
4929280 1432277 2017 15 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Experimental investigation of initial deployment of inflatable structures for sealing of rail tunnels
ترجمه فارسی عنوان
تحقیقات تجربی از استقرار اولیه سازه های بادوام برای مهر و موم کردن تونل های راه آهن
کلمات کلیدی
محدود تورم مطابقت، تماس، گسترش، تاشو، غشاء، تونل،
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات مهندسی ژئوتکنیک و زمین شناسی مهندسی
چکیده انگلیسی
Large-scale inflatable structures have become a viable alternative for sealing segments of large-diameter conduits or rail transit tunnel sections for preventing propagation of flooding, noxious gasses or smoke. In such applications, the inflatable structure is prepared for placement, either permanently or temporally, and maintained ready for deployment, inflation, and pressurization when needed. The sealing effectiveness depends on the ability of the inflatable structure to self-deploy and fit, without human intervention, to the intricacies of the perimeter of the conduit being sealed. This work presents results of experimental work performed for the evaluation of initial deployment and inflation of a prototype inflatable structure installed in a rail transit tunnel segment for containment of flooding. Folding and packing procedures necessary to prepare and install a full-scale inflatable in the tunnel segment are described. Methods for evaluation of conformity and degree of contact of the membrane with the tunnel section are implemented as well. Test results indicate that a successful distribution of the membrane material over the tunnel perimeter is achieved by a combination of gradual unrolling and controlled membrane release. The membrane distribution during the initial unfolding and inflation, the shape of transitions at corners and angles in the tunnel perimeter; the oversizing of membrane material in the hoop perimeter of the inflatable, as well as the surface texture of the membrane, were identified as main factors that affect the level of conformity and degree contact between the inflatable structure and the tunnel perimeter.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Tunnelling and Underground Space Technology - Volume 69, October 2017, Pages 37-51
نویسندگان
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