1)  pre-reinforcement
预加固改良处理
1.
According to the characteristic of land area shallow of Xiang′an tunnel,this paper introduces the construction technology of high pressure chemical churning pile in tunnel surrounding rock pre-reinforcement.
针对厦门翔安隧道陆域浅埋段的特点,论述了采用三重管高压旋喷桩在地表对隧道周边围岩进行预加固改良处理的施工技术,并提出相应的质量控制措施。
2)  preloading
预加负荷
1.
It studied the improving effect of preloading on rigidity and the load distribution of balls.
文章在对滚动直线导轨承受负荷时的受力情况进行分析的基础上,研究了预加负荷对钢球刚性的提高,钢球负荷分布状态的改善。
3)  pre-tension
预加张力
1.
Study on the effect of pre-tension on performance of polyester/cotton/silk Sirofil composite yarn;
预加张力对涤/棉/丝Sirofil复合纱性能的影响研究
2.
The paper studied how pre-tension affect single-strand breaking strength,through a series of comparision experiment of different pre-tension.
文章通过一组不同的预加张力的比对试验,探讨预加张力对单纱断裂强力的影响。
4)  preload
预加载
1.
Experimental research on the flexural behavior of preloaded RC beams with externally bonded GFRP sheets;
玻璃纤维布加固有预加载钢筋混凝土梁的受弯试验研究
2.
Furthermore several of their preload techniques were proposed to improve their load capability and stiffness.
本文介绍了静压气浮导轨的设计方法,开发了止推气浮轴承设计软件;为了提高气浮导轨的承载能力和刚度,总结提出了几种适用于不同结构气浮导轨的预加载技术;运用气浮轴承设计系统和适合的预加载技术,研制了能满足大惯量、高速度、高精度要求的H型直线电机气浮工作台。
3.
The static experimental results show that the preload sliders developed .
利用有限元法设计了气浮导轨,分析了气膜压力场的分布情况,采用预加载技术提高气浮导轨的承载能力和刚度等性能。
5)  preheating
预加热
6)  pre-hole
预加工孔
1.
Then a conclusion is drawn: The compound deformation with bending and expanding happens in the process of hole flanging, and five cases of diameters of the workpiece's pre-holes and three cases of those types are adopted in the simulations, the diameter and type of the pre-holes optimized are respectively 40mm (average diameter) and reverse-conical.
研究表明,该翻孔成形具有弯曲与扩孔的复合变形特点,并通过对5种不同预加工孔径及3种不同孔型下翻孔过程的模拟分析,得出优化的孔径尺寸及孔型为平均直径40mm的反锥型孔。
2.
Influence of the workpiece s pre-hole diameters and passes on thick-wall cylinders hole flanging is investigated by experiment and numerical simulation.
采用实验研究和数值模拟的方法,分析了工件预加工孔径和孔型参数对厚壁筒体翻孔工艺的影响。
参考词条
补充资料:地基改良加固效果检测


地基改良加固效果检测
test of effect of foundation improvement and stabilization

di!1 gailiangJ旧gu xiaogUO Jianee地基改良加固效果检测(test of effeet offoundation imProvement and stabilization) 利用地球物理参数评价地基土改良加固后性状的工程地球物理勘探方法。地基土改良加固后是否达到预期的设计指标,有多种检测方法(载荷试验、触探、标准贯入试验等),物探检测方法是其中之一。它的优点是成本低、效率高。最常用的物探检测方法是波速测试。 岩土的弹性波速度,取决于岩土的密度、结构和物理力学性质。因此,分别测试地基土改良加固前后的弹性波速度,即可评价地基土改良加固的效果。 工程上常用的检测方法是波速测试中的单孔法、跨孔法和瑞雷波法。三者任择其一,在地基土改良加固前后,分别测定纵波、横波或瑞雷波速度。 用实测的弹性波速度值,或用波速与地基土承载力和压缩模量等强度指标建立的相关关系,以评价地基改良加固的效果。 (韩伯文张静芳)
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