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    • 1. 发明授权
    • Control circuit for vehicle level adjusting apparatus
    • 车辆液位调节装置控制电路
    • US4433743A
    • 1984-02-28
    • US351856
    • 1982-02-24
    • Taiji OhmoriToshio KasaharaYoshiaki Uchida
    • Taiji OhmoriToshio KasaharaYoshiaki Uchida
    • B60G17/00B60G17/015B60G17/017
    • B60G17/017B60G2500/30B60G2600/02B60G2800/18B60G2800/20
    • A control circuit for a vehicle level adjusting apparatus which avoids performing vehicle level adjustment in response to momentary changes in the vehicle level during driving of the vehicle, and at the same time provides a prompt vehicle level adjustment in response to essential or substantial changes in the vehicle level during a halt or rest state. The control circuit includes a first circuit which receives at least one first signal based on a comparison between a reference vehicle level range and an actual vehicle level to make a judgment as to the necessity of an adjustment of the vehicle level and issues a second signal having a first signal status when the adjustment is judged to be necessary and a second signal status when the adjustment is judged to be unnecessary. A second circuit receives the second signal and issues a third signal based in a normal state of the second circuit on the second signal status as prolonged by a predetermined time and in a reset state of the second circuit on the second signal status as not prolonged. A third circuit receives the third signal and issues a control signal to the vehicle level adjusting apparatus. The control circuit is further provided with a fourth circuit which receives a fourth signal based on a halt or rest state of the vehicle and resets the second circuit.
    • 一种用于车辆等级调节装置的控制电路,其避免在车辆驾驶期间响应于车辆水平的瞬时变化执行车辆水位调整,并且同时响应于车辆的基本或实质性变化而提供迅速的车辆水平调整 在停止或休息状态下的车辆水平。 控制电路包括:第一电路,其基于参考车辆电平范围和实际车辆电平之间的比较来接收至少一个第一信号,以判断关于车辆电平的调整的必要性,并发出具有 当判断为必要的调整时的第一信号状态和当判断为不必要的第二信号状态。 第二电路在第二信号状态下接收第二信号并基于第二电路的正常状态发出延迟预定时间的第三信号,并且在第二信号状态的第二电路的复位状态下不延长。 第三电路接收第三信号并向车辆等级调节装置发出控制信号。 控制电路还设置有第四电路,其接收基于车辆的停止或静止状态的第四信号并复位第二电路。
    • 3. 发明授权
    • Automatic tunnel face hydraulic pressure controlling apparatus in shield
type hydraulic tunnel boring system
    • 盾构式液压隧道镗孔自动隧道面液压控制装置
    • US4068486A
    • 1978-01-17
    • US767038
    • 1977-02-09
    • Yoshiaki UchidaAkira NakayaKunitaka Saito
    • Yoshiaki UchidaAkira NakayaKunitaka Saito
    • E21D9/13E21D9/06E21D9/12E21D9/00
    • E21D9/12E21D9/093
    • An apparatus for automatically controlling tunnel face hydraulic pressure in a hydraulic chamber defined by a rotary cutter head and bulkhead in a shield type excavator used in hydraulic tunnel boring system including a pipe for feeding a hydraulic material with a feeding pump from a reservoir to the chamber and a pipe for discharging a mixture of the fed hydraulic material with ground formations excavated by the cutter head from the chamber to the reservoir with a discharging pump. The apparatus substantially comprises a first pressure gauge for measuring actual tunnel face hydraulic pressure in the chamber, a feeding-pipe bypass provided close to the chamber, a first pressure regulating valve provided in the bypass, a second pressure regulating valve in the feeding pipe bypassed by the bypass, a first pressure regulator in which a first predetermined feeding pressure is preset for comparing the actual pressure measured by the first gauge with the first predetermined feeding pressure and controlling the second valve responsive to any differences between the both pressures compared in the first regulator, a second pressure gauge for measuring fed-hydraulic-material pressure upstream the bypass a third pressure regulating valve provided in the feeding pipe upstream the second pressure gauge, and a second pressure regulator in which a second predetermined feeding pressure is preset for comparing the measured fed-hydraulic-material pressure with the second predetermined pressure and controlling the third valve responsive to any differences between the both pressures compared in the second regulator. The second predetermined feeding pressure is preferrably made slightly higher than the first predetermined feeding pressure.
    • 一种用于在液压隧道掘进系统中使用的屏蔽型挖掘机中由旋转刀头和隔板限定的液压室中的隧道面液压自动控制的装置,包括用于将液压材料与供给泵从储存器供给到室的管 以及管道,用于将所输送的液压材料与由切割头从所述腔室挖掘的地层的混合物排出到具有排出泵的储存器。 该设备基本上包括用于测量腔室中的实际隧道面液压的第一压力计,靠近腔室设置的进料管旁路,设置在旁路中的第一压力调节阀,旁路输送管中的第二压力调节阀 通过旁路,第一压力调节器,其中预设第一预定进料压力以将由第一量规测量的实际压力与第一预定进料压力进行比较,并且响应于在第一压力下比较的两个压力之间的任何差异来控制第二阀 调节器,用于在旁路上游测量供给液压材料压力的第二压力表,设置在第二压力表上游的进料管中的第三压力调节阀,以及第二压力调节器,其中预设第二预定进料压力以比较 测量进料液压材料压力与第二预热 响应于在第二调节器中比较的两个压力之间的任何差异来控制第三阀。 优选地将第二预定进料压力略高于第一预定进料压力。
    • 5. 发明授权
    • Antibody that recognizes pyrazine derivative and method for measuring 1,2-dicarbonyl derivative using said antibody
    • 识别吡嗪衍生物的抗体和使用所述抗体测量1,2-二羰基衍生物的方法
    • US06291198B1
    • 2001-09-18
    • US09134388
    • 1998-08-14
    • Yoshiaki UchidaYoshihiro KuranoSatoru Ito
    • Yoshiaki UchidaYoshihiro KuranoSatoru Ito
    • G01N33545
    • G01N33/5308C07K16/44G01N33/6893Y10S530/807
    • A method for simply measuring a 1,2-dicarbonyl derivative in multiple specimens is provided, which comprises converting a 1,2-dicarbonyl derivative to a pyrazine derivative represented by the formula (I): wherein R1 and R2 independently represent a hydrogen atom, a methyl group, a hydroxymethyl group, a hydroxyethyl group, a dihydroxyethyl group, a dihydroxypropyl group, a trihydroxypropyl group, or a trihydroxybutyl group, A represents a group that binds to the pyrazine ring to form a 6-membered aromatic hydrocarbon group, a 5- or 6-membered aromatic heterocyclic group, or a 5- or 6-membered alicyclic hydrocarbon group, and R3 represents a linking residue, wherein said 5-membered ring formed by A may have 1 or 2 substituents and said 6-membered ring may have 1 to 3 substituents, in addition to R3 and measuring the pyrazine derivative by an immunological method using an antibody that recognizes the pyrazine derivative.
    • 提供简单测定多个试样中的1,2-二羰基衍生物的方法,其包括将1,2-二羰基衍生物转化为由式(I)表示的吡嗪衍生物:其中R1和R2独立地表示氢原子, 甲基,羟甲基,羟乙基,二羟基乙基,二羟丙基,三羟基丙基或三羟基丁基,A表示与吡嗪环结合形成6元芳族烃基的基团, 5元或6元芳族杂环基,或5元或6元脂环烃基,R3表示连接残基,其中由A形成的所述5元环可以具有1或2个取代基,所述6元环 除了R3之外还可以具有1至3个取代基,并且通过使用识别吡嗪衍生物的抗体的免疫学方法测量吡嗪衍生物。
    • 9. 发明授权
    • Device for removing gravels and the like from discharged mud in
hydraulic tunnel boring system
    • 用于在液压隧道掘进系统中排出泥浆中的砾石等的装置
    • US4116487A
    • 1978-09-26
    • US762106
    • 1977-01-24
    • Hironobu YamazakiYoshiaki UchidaAkira Nakaya
    • Hironobu YamazakiYoshiaki UchidaAkira Nakaya
    • E21D9/12E21D9/08E21D9/087E21D9/13E21C39/00
    • E21D9/13E21D9/087
    • A device for removing relatively larger size gravels, stones, crushed rocks and the like contained in a discharged mixture of fed slurry or muddy water and excavated ground formation components in hydraulic tunnel boring systems. The device comprises a lattice-shaped classifying means connected at one end to a discharging pipe for conducting the mixture from the tunnel face, a primary chamber connected to the other end of the classifying means for receiving and storing classified gravels and the like, and a secondary chamber communicating with the primary chamber through a valve for receiving and retaining the gravels and the like filled in the primary chamber. A housing surrounds and rotatably supports the classifying means and includes a discharging pipe for conducting muddy water passed through the clarifying means. A motor rotates the classifying means for performing classifying work. The secondary chamber has a valve on its discharging side and the valve between the primary and secondary chambers and the valve of the secondary chamber are alternately closed and opened so that removal of the classified gravels and the like may be made without interrupting the hydraulic tunnel boring. The device is preferably provided at the discharging position of the secondary chamber for weighing classified and discharged gravels and the like for determining actually excavated amount of the ground formation components in cooperation with means for determining dry mud amount provided in feeding and discharging pipes of the slurry or water and the mixture.
    • 用于去除在液压隧道掘进系统中排出的进料浆料或泥浆水混合物中的相对较大尺寸的砾石,石头,碎石等的装置。 该装置包括一个格栅分级装置,其一端连接到用于从隧道面引导混合物的排出管,连接到分类装置的另一端的主室,用于接收和存储分类的砾石等,以及 次级室通过用于容纳和保持填充在主室中的砾石等的阀与主室连通。 壳体围绕并可旋转地支撑分级装置,并且包括用于导入通过澄清装置的泥水的排出管。 电动机旋转用于进行分级工作的分级装置。 次级室在其排放侧具有阀,并且主室和第二室之间的阀和副室的阀交替地关闭和打开,使得可以在不中断液压隧道钻孔的情况下去除分级的砾石等 。 该装置优选设置在二级室的排放位置,用于称重分级和排出的砾石等,用于与用于确定在浆料的供给和排出管道中提供的干泥量的装置一起确定实际挖掘的地层成分的量 或水和混合物。
    • 10. 发明授权
    • Apparatus and method of shield excavation
    • 盾构开挖装置及方法
    • US4040666A
    • 1977-08-09
    • US687200
    • 1976-05-17
    • Yoshiaki UchidaKazuhiko Ishiwata
    • Yoshiaki UchidaKazuhiko Ishiwata
    • E21B3/00E21B21/08E21D9/06E21D9/087E21D9/13G01F1/00G01F1/60G01F1/74E21D9/04E21D9/12
    • G01F1/74E21B21/08E21B3/00E21D9/093E21D9/13G01F1/00G01F1/60
    • An apparatus and method for excavating tunnels with a shield and slurry while detecting and preventing excess excavation in high water content soft ground wherein, in each of feeding system of slurry to tunnel face and discharging system of a mixture of slurry and excavated soil or the like as well as gushing water from the tunnel face out of working area, the respective volumes of the slurry and mixture passing through the respective systems are measured in positions close to the tunnel face, the volume of the excavated soil or the like is determined with the difference between both volumes while the amount of propelling a tunnelling machine is determined as an excavated space volume of the tunnel, the respective values of the excavated soil volume and excavated space volume are compared with each other, whereby the amount of propelling the machine, fed amount of the slurry or discharging amount of the mixture can be properly adjusted so that the difference between said values will be made substantially zero.
    • 一种用于在检测和防止高含水量软土地层中的过量挖​​掘的同时,利用盾构泥浆挖掘隧道的装置和方法,其中,在浆料到隧道面的每个供给系统和浆料和挖土等的混合物的排出系统 以及从隧道面向工作区域涌出的水,在靠近隧道面的位置处测量通过各个系统的浆料和混合物的相应体积,挖掘的土壤等的体积由 两个容积之间的差异,而推进隧道机的量被确定为隧道的挖掘空间体积,挖掘的土体积和挖掘的空间体积的相应值彼此进行比较,由此推进机器的量 可以适当地调节浆料的量或混合物的排出量,使得所述值之间的差异将被限制 基本上为零。