握裹 的英文怎麼說

中文拼音 [guǒ]
握裹 英文
bond
  • : 動詞(拿; 抓) hold; grasp; take by the hand
  • : 動詞1. (纏繞; 包紮) bind ; wrap 2. (果脅) coerce; force to take part; confine3. [方言] (吸) suck; absorb
  1. This kind of adglutinate mixed with u expansion admixture can grip anchor bolts tightly even underwater, as can be seen from the pull - out type tests for anchor bolts when the mortar age is over 10 days. ( 2 ) the author lays the supporting piles as a arched shape

    將摻加了u型微膨脹劑的砂將作為錨桿水下膠結物,由錨桿齡期10天的抗拔試驗結果可以看出,這種膠結物的握裹效果很好。
  2. When he joined them loise took the bandaged hand tenderly in hers.

    當他同他們兩人在一起時,露易絲溫柔地住他的著紗布的手。
  3. Lin, c. h., " rational for limits to reinforcement of tied concrete column, " ph. d. dissertation, department of civil engineering, university of texas, austin, texas ( 1984 )

    陳永松,鋼筋混凝錨座鋼筋握裹滑?之預測,碩士論文,國立成功大學建築研究所,臺南( 1982 )
  4. Lin. c. h. ( 1984 ) : ” rational for limits to reinforcement of tied concrete column, ” phd. dissertation department of civil engineering, university of texas, austin, texas

    陳永松( 1982 ) :鋼筋混凝錨座鋼筋握裹滑移之預測,碩士論文,國立成功大學建築研究所,臺南。
  5. Experimental results showed that the bond strength degraded as the charging current density and the polarization time increased basically

    實驗結果顯示出基本上隨著外加電流密度與通電時間的增加,介面握裹強度的折減就越明顯。
  6. In this study, the degradation of the bond strength between the steel rebar and concrete by the impressed cathodic current was investigated

    摘要本研究系探討外加陰極防蝕電流以鋼筋與混凝土介面間的握裹強度之折減效應。
  7. With the prerequisite of meeting requirement of its working performance, the mix design of common grades can be concluded though strength test if we check various property of the said concrete with the certain mix design, such as compressive strength, tensile strength, elastic modulus, reinforcement wrapping strength, leakage resistance, shrink property and charring resistance, and compare them with property of ordinary concrete, we will find that the various dynamic property of self - densifying high performance concrete is very satisfactory and the durability is quite ideal

    在滿足自密實高性能混凝土工作性能的前提下,通過強度試驗得出常用強度等級混凝土的配合比,檢測該配合比下的自密實高性能混凝土的抗壓強度、劈裂抗拉強度、彈性模量、鋼筋握裹力性能、抗滲性、收縮性、抗炭化性等性能,以及各種性能與普通混凝土的比較,驗證自密實高性能混凝土硬化后的各方面力學性能是完全能夠符合要求的,並且具有較高的耐久性。
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