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    • 2. 发明授权
    • Elevated bridge infrastructure design method
    • 高架桥基础设施设计方法
    • US06425157B1
    • 2002-07-30
    • US09584143
    • 2000-05-31
    • Hajime OuchiMotoyuki OkanoHajime WakuiNobuyuki MastsumotoMasamichi SogabeHiroyuki AritaMichiaki Oyado
    • Hajime OuchiMotoyuki OkanoHajime WakuiNobuyuki MastsumotoMasamichi SogabeHiroyuki AritaMichiaki Oyado
    • E01D2100
    • E01D1/00E01D19/00E04H9/028
    • In order to design an infrastructure of an elevated bridge, first a target ductility factor &mgr;d and target natural period Td for the infrastructure are set in connection with an assumed earthquake motion. Subsequently, a yield seismic coefficient for the target ductility factor &mgr;d and target natural period Td is obtained from a yield seismic coefficient spectrum for the assumed earthquake motion as a design seismic coefficient Kh. On the other hand, a target yield rigidity Kd corresponding to the target natural period Td is obtained. Subsequently, the design seismic coefficient Kh is used to obtain a design horizontal load bearing capacity Hd and a displacement corresponding to the design horizontal load bearing capacity Hd is obtained as a design yield displacement &dgr;d from the target yield rigidity Kd. Subsequently, the design horizontal load bearing capacity Hd is distributed into a horizontal force Hf to be borne by the RC rigid frame and a horizontal force Hb to be borne by the damper-brace. Next, member sections of the RC rigid frame and the damper-brace are set so that the RC rigid frame and the damper-brace resist the horizontal forces Hf, Hb with ultimate load bearing capacities and displacements corresponding to the horizontal forces Hf, Hb equal the product of the design yield displacement &dgr;d and target ductility factor &mgr;d, that is, &dgr;d&mgr;d.
    • 为了设计高架桥的基础设施,首先将基础设施的目标延性因子泥和目标自然周期Td与假定的地震运动相关联。 随后,从作为设计地震系数Kh的假定地震运动的产量地震系数谱获得目标延性系数泥浆和目标自然周期Td的产量地震系数。 另一方面,获得与目标自然周期Td对应的目标屈服强度Kd。 随后,设计地震系数Kh用于获得设计水平承载力Hd,并且获得与设计水平承载力Hd相对应的位移,作为从目标屈服刚度Kd的设计屈服位移量。 随后,设计的水平承载力Hd分布成由RC刚性框架承载的水平力Hf,并且水平力Hb由阻尼器支撑承担。 接下来,RC刚性框架和阻尼器支架的构件部分被设置成使得RC刚性框架和阻尼器支撑件抵抗水平力Hf,Hb,具有极限承载能力和对应于水平力的位移,Hf,Hb等于 产品的设计产量位移量和目标延性因子泥浆,即deltadmud。
    • 4. 发明授权
    • Apparatus for loosening and freezing heat processed cereals
    • 用于松散和冷冻热加工谷物的设备
    • US4788907A
    • 1988-12-06
    • US81290
    • 1987-08-03
    • Junichi MizutaniHiroyuki Arita
    • Junichi MizutaniHiroyuki Arita
    • A23L7/10A23B5/02A23B9/02A23B9/10A23B4/06A23B7/04A23B9/00
    • A23B9/10A23B5/02A23B9/02
    • An apparatus for loosening and freezing heat processed cereals is disclosed. The cereals are in the form of separate grains when in a raw state and exhibit agglutinating properties after heat processing so as to become affixed to one another. The apparatus mainly includes a cylindrical rotary drum adapted for receiving the cereals previously heat processed and for loosening the cereals so as not to form lumps or blocks while the cereals are frozen, a unit for rotating the drum, a loosening member provided in the inside of the drum for carrying up the cereals and falling down in the drum, and a fluid blowing unit. The drum includes a netted wall having a mesh size to prevent the cereals from passing through the drum. The blowing unit is adapted to blow chilling fluid into the inside of the drum through the netted wall for blowing up and simultaneously freezing the cereals.
    • 公开了一种用于松散和冷冻热加工谷物的设备。 当处于原始状态时,谷物为分开的颗粒的形式,并且在热处理之后显示出凝集特性以便彼此粘贴。 该设备主要包括一个圆柱形旋转滚筒,适用于接收先前热处理的谷物和松开麦片,以便在谷物冻结时不形成块状或块状,用于旋转滚筒的单元,设置在滚筒内部的松动构件 用于携带谷物并在滚筒中落下的滚筒,以及流体吹送单元。 滚筒包括具有网眼尺寸以防止谷物通过滚筒的网状壁。 吹风单元适于通过网壁将致冷流体吹入滚筒的内部,以便将谷物吹起并同时冷冻谷物。