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公开(公告)号:EP1416033A1
公开(公告)日:2004-05-06
申请号:EP02755793.3
申请日:2002-08-02
IPC分类号: C10M105/04 , C10M105/02 , C10M111/02
CPC分类号: C10M171/002 , C10M105/04 , C10M111/02 , C10M2203/02 , C10M2203/0206 , C10M2203/022 , C10M2203/04 , C10M2203/045 , C10M2203/06 , C10M2203/065 , C10M2203/106 , C10M2203/1065 , C10N2220/022 , C10N2220/025 , C10N2230/02 , C10N2240/045 , C10N2240/046
摘要: A fluid for traction drives for automobiles which comprises (A) a hydrocarbon compound having two bridged rings selected from bicyclo[2.2.1]heptane ring, bicyclo[3.2.1]octane ring, bicyclo[3.3.0]octane ring and bicyclo[2.2.2]octane ring and (B) a hydrocarbon compound having at least one structure selected from quaternary carbon atom and ring structures and having a kinematic viscosity at 40°C of 10 mm 2 /s or smaller, and has a viscosity at -40°C of 40,000 Pa·s or smaller and a flash point of 140°C or higher, is provided. This fluid exhibits a great traction coefficient at high temperatures and very small viscosity at low temperatures. A fluid for traction drives which comprises a specific bicyclo[2,2,1]heptane derivative having 14 to 17 carbon atoms and having a viscosity index of 0 or greater is also provided. This fluid exhibits improved viscosity-temperature characteristics, decreased viscosity and improved fluidity at low temperatures.
摘要翻译: 一种用于自动牵引的流体,包括(A)具有两个桥环的烃化合物,例如双环庚烷环和(B)具有季碳和/或环结构的烃化合物。 烃(A)中的两个桥环结构选自双环(2,2,1)庚烷环,双环(3,3,0)辛烷环和双环(2,2,2)辛烷环。 具有季碳和/或环结构的烃(B)化合物在40℃下的动态粘度为10mm 2 / s以下。
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公开(公告)号:EP1003942B1
公开(公告)日:2003-06-04
申请号:EP99917774.4
申请日:1999-03-02
发明人: KLUTH, Manfred
CPC分类号: E04B9/0407 , E04B9/32 , E04B2009/0492
摘要: The invention relates to stretched covering surfaces for walls and ceilings, consisting of a gridlike system of panels made of sheet-covered frames or stentering frames. Before the preferably rectangular frames are covered, they have side struts in the covering plane that curve in a slightly opposite direction to the direction of the covering. The amount of flexion increases from the corners outwards and is at its greatest in the middle between two corners. The amount of flexion is proportional to the height of the elastic pre-stress of the sheeting. In one specific embodiment, differences in the tensile strength of the sheeting in both a longitudinal and transversal direction are taken into account by the amount of flexion displayed by the side struts.
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