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1. 发明公开

EP2718563A1 WIND ENERGY TURBINE SHELL STATION (WETSS) 审中-公开
标题翻译： UMHÜLLUNGSSTATIONFÜREINE WINDENERGIETURBINE
公开(公告)号：EP2718563A1
公开(公告)日：2014-04-16
申请号：EP12845168.9
申请日：2012-10-09
申请人： Haisam, Yakoub
发明人： HAISAM, Yakoub , RIMA, Ghusen
IPC分类号： F03D9/02 , F03D3/00
CPC分类号： E04H5/02 , E04H12/00 , F03D1/02 , F03D3/02 , F03D9/19 , F03D9/255 , F03D13/20 , F05B2220/61 , F05B2240/211 , F05B2240/2212 , F05B2240/40 , Y02B10/30 , Y02E10/721 , Y02E10/728 , Y02E10/74 , Y02E70/10 , Y02E70/20 , Y02P90/50
摘要： Wind Energy Shell Turbine Station, WETSS, is a super-tall shell like frame structure, supports pluralities of small wind turbines, HAWT or VAWT to harvest wind kinematical energy at large average height, generates electricity then Hydrogen and store it to generate electricity consistent with demand by fuel cells. WETSS typical height to width ratio 4-10, thickness 8-25 m depending on the seismic region. typical height 1,200-2,000 m, and width or diameter 200-500 m, typical real capacity 750 MW-3.75 GW fluctuating electricity and 200 MW-1 GW consistent with demand electricity, for 6 m/sec wind speed sites (13.4 Mile/h). Typical WETSS requires about 1/500 average land requirements used by current utility wind turbines. WETSS is typically made from steel. Seismic and wind design forces are comparatively very low because WETSS weighs less than 2% of similar size conventional steel building (Because of shell shape and less floors and less loads) and because of wind energy consumptions by turbines and openings.
摘要翻译： WETSS风能壳体涡轮站是一个超高的壳体框架结构，支持多个小型风力发电机，HAWT或VAWT，以大平均高度收集风力运动能量，然后发电并储存，发电符合燃料电池需求。 WETSS典型的高宽比4-10，厚度8-25 m，取决于地震区域。典型高度1,200-2,000米，宽度或直径200-500米，典型实际容量为750兆瓦 - 3.75吉瓦波动电力和200兆瓦 - 1吉瓦，与需求电力一致，为6米/秒风速点（13.4英里/小时））。典型的WETSS需要大约1/500的当前公用风力发电机使用的平均土地要求。 WETSS通常由钢制成。地震和风力设计力相对较低，因为WETSS重量不足相似规模的常规钢结构建筑的2％（由于壳体形状，地板和较少的载荷）以及涡轮机和开口的风能消耗。

2. 发明公开

EP2718563A4 WIND ENERGY TURBINE SHELL STATION (WETSS) 审中-公开
标题翻译：包装站用于风力涡轮机
公开(公告)号：EP2718563A4
公开(公告)日：2015-04-15
申请号：EP12845168
申请日：2012-10-09
申请人： HAISAM YAKOUB
发明人： HAISAM YAKOUB , RIMA GHUSEN
IPC分类号： F03D9/25 , E04H5/02 , E04H12/00 , F03D1/02 , F03D3/00 , F03D3/02 , F03D9/34 , F03D13/20
CPC分类号： E04H5/02 , E04H12/00 , F03D1/02 , F03D3/02 , F03D9/19 , F03D13/20 , F05B2220/61 , F05B2240/211 , F05B2240/2212 , F05B2240/40 , Y02B10/30 , Y02E10/721 , Y02E10/728 , Y02E10/74 , Y02E70/10 , Y02E70/20 , Y02P90/50
摘要： Wind Energy Shell Turbine Station, WETSS, is a super-tall shell like frame structure, supports pluralities of small wind turbines, HAWT or VAWT to harvest wind kinematical energy at large average height, generates electricity then Hydrogen and store it to generate electricity consistent with demand by fuel cells. WETSS typical height to width ratio 4-10, thickness 8-25 m depending on the seismic region. typical height 1,200-2,000 m, and width or diameter 200-500 m, typical real capacity 750 MW-3.75 GW fluctuating electricity and 200 MW-1 GW consistent with demand electricity, for 6 m/sec wind speed sites (13.4 Mile/h). Typical WETSS requires about 1/500 average land requirements used by current utility wind turbines. WETSS is typically made from steel. Seismic and wind design forces are comparatively very low because WETSS weighs less than 2% of similar size conventional steel building (Because of shell shape and less floors and less loads) and because of wind energy consumptions by turbines and openings.

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