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结构措施的英文

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"结构措施"怎么读用"结构措施"造句

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  • structural measures

例句与用法

  • Resolve the problem of stress focus do n ' t adopt increasing component dimension , but structure measure by reducing stress focus or locally supplying strength
    解决应力集中问题不应通过加大构件断面尺寸,而应采用降低应力集中的结构措施或局部补强。
  • ( 2 ) calculation formula of the transmission error and return difference have been derived and measures to reduce them have been proposed . ( 3 ) software about design and analysis of precision gear installation has been developed
    ( 2 )推导了齿轮传动误差和传动回差计算公式,以此为依据归纳出减小传动误差和传动回差应采取的结构措施,以提高整个装置的传动精度。
  • For intake system , adopting the resonant intake manifold construction , make use of the intake motive effect to increase volumetric efficiency ; adopt measure to prevent the heat transmit between intake pipe and exhaust pipe , lower the intake air temperature to increase volumetric efficiency
    对于进气系统,采取谐振进气的结构措施,利用进气动力效应来提高进气充量;采取进、排气管隔热措施,降低进气温度来提高进气充量。
  • Reduce the use of timber by using alternative structural solutions ( e . g . metal hoarding , system form - work , metal form - work , semi - pre - cast flooring system , pre - cast roofing , dry walls and other structural means such as steel structural section , left - in formwork , etc . )
    改用其他结构方案(例如金属围板、标准化模板、金属模板、半预制楼板系统、预制天面、干墙及其他结构措施,如钢造结构架和内留的模板等) ,藉此减少使用木材
  • Through the experimental research , we think : the technological capacity of fiberglass asphalt macadam if weaker than asphalt macadam , however , if use elasticized capacity to solve blending technological problem . adjust the breed of fiber silk , extend its diameter , its paving capacity is still worth exploring , asphalt - rubber macadam structure lager have good deformed - become capacity and crazed - resistance capacity , small gap rate . good water - resistance capacity , good hot - stability and simple construction technology . therefore . pitch rubber spall is a good cover material which is suitable for the second class or lower whose asphalt pavement has split open because of fatigue . and is the good structural measure of preventing half - rigidity grass - roots unit shrink - rift reflecting . pave a thin layer of pitch rubber spall between asphalt - type pavement layer and half - rigidity basic level , although the cost of building is higher than paving togongbu in the middle , the construction technology , crazing - resistance and water - resistance are better than togongbu , not only could reduce greatly the reflex of half - rigidity grass - roots unit material , long then the use lifespan of pavement , but also it is possible to reduce suitably the thickness of asphalt mixture layer , though the cast of building in the early days becomes more , in the long - term opinion , it have fully important technological and economical significance
    通过试验研究认为:玻璃纤维沥青碎石的技术性能不如沥青碎石好,但路用弹性性能较好,如能解决拌和工艺问题,调整纤维丝的品种,增大其直径,其路用性能仍值得探讨,沥青橡胶碎石结构层具有变形性能和抗裂性能良好,空隙率小,防水性能好,热稳定性较好,施工工艺简单的特点,因此,沥青橡胶碎石是二级及二级以下公路因疲劳而开裂的沥青路面的良好罩面材料,也是防止半刚性基层收缩裂缝反射的良好结构措施,在沥青类路面面层和半刚性基层之间夹铺沥青橡胶碎石薄层,虽然造价比夹铺土工布高,但其施工工艺,抗裂性能和防水性能均优于土工布,不仅可以大大减少半刚性基层材料的反射裂缝,延长路面使用寿命,而且可能适当减薄沥青混合料面层的厚度,虽然初期造价有所增加,从长远来看,具有十分重要的技术和经济意义。
  • The construction of conical nozzle is used by pump ' s delivery - valve , making use of the dynamic characteristics of conventional . short pipe to enhance injection pressure . there are three parameters of fuel injection system : response pressure , injection - advanced angle , injection valve bulge high degree , the best match was found by adjusting them
    在油泵出油阀端,采取渐缩管结构措施,利用管路动态效应提高喷油压力;对于喷油系统参数:喷油压力、静态供油提前角和油嘴凸出高度,三个参数进行调整试验,找到它们的最佳匹配。
  • In harsh climate region , mere exists obvious local stress concentration near the upstream and downstream of the exposed - in - winter horizontal surface of the rcc dam , and the surface of spillway bucket though heat insulation is applied on the surfaces , tensile stress still exceeds the allowable one of concrete . this paper puts forward to adopt preset crack to avoid occurring more cracks . the special crack model is applied to simulate the dam preset crack , and the joint model of fracture mechanics is induced into strain - soften model
    结构措施方面,针对严寒地区高碾压混凝土重力坝坝体越冬层面的上、下游面附近及溢流坝堰面反弧段表面有明显的局部应力集中象现,在已采取一定的表面保温防护的条件下,拉应力仍然超过混凝土容许拉应力,开裂难以避免,进而提出设置碾压混凝土坝表面预留缝结构措施并对该措施进行深入研究,包括预留缝的扩展稳定和坝体沿预留缝的稳定性,以避免大坝在无措施部位开裂,解决大坝越冬层面水平施工缝的开裂问题。
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