砂錨 的英文怎麼說

中文拼音 [shāmáo]
砂錨 英文
mud anchor
  • 砂 : 名詞（沙子） sand; grit
  • 錨 : 名詞（鐵制的停船設備） anchor
  1. Murry, e. j., and geddes, j. d., “ uplift of anchor plates in sand, ” journal of geotechnical engineering, asce, vol. 113, pp. 202 - 215, 1987

    廖洪鈞和許世宗，緊砂中壓力式垂直擴座地錨錨碇端之受力行為，中國土木水利工程學刊，第六卷，第二期，第137 - 148頁， 1994 。
  2. Anchor vitrified wheel to approve of a trademark

    錨牌v法砂輪獲準使用正字標記。
  3. 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。
  4. Test method for pullout resistance of ties and anchors embedded in masonry mortar joints

    埋入砌築砂漿縫中的拉桿和錨的拉拔阻力的試驗方法
  5. Hsu, s. t., “ a constitutive model for the uplift behavior of anchors in cohesionless soils ” journal of the chinese institute of engineers, vol. 28, no. 2, pp. 305 ~ 317, 2005

    許世宗和郭芷伶沈泥質砂土中錐形擴座地錨錨碇行為之影響參數研究，朝陽學報，第六期，第375 - 401頁， 2001 。
  6. Our product range covers drilling and demolition, direct fastening, diamond and anchoring systems, firestop and foam systems, installation, measuring and screw fastening systems as well as cutting and sanding systems

    我們的產品范圍涵蓋鉆孔與鑿破、直接固定、鉆石與安卡錨栓系統、防火與發泡填縫系統、安裝、定位與螺絲固定系統，以及切割與砂磨系統。
  7. Based on the analysis of problems of previous bridge bearings after installation, for installation of the bearings of lhasa river bridge, the construction method of grouting epoxy resin mortar into anchor bolt holes of a bearing with the aid of potential energy of base plates of the bearing is used

    摘要結合分析以往橋梁支座施工后留下的隱患，拉薩河特大橋支座採用錨栓孔灌注環氧樹脂砂漿，底板位能壓漿的安裝方法。
  8. Five - year plan for increase production to overall update the equipment, anchor b wheel to approve of a trademark

    五年增產計畫全面更新設備，錨牌b法砂輪獲準使用正字標記。
  9. The best solution for hard to grind anchor vitrified diamond and cbn grinding wheels

    難研削材的最佳解決方案-錨牌瓷質燒結法鉆石及cbn砂輪。
  10. Application of the combined pile - anchor supporting in reinforcement of high sandy gravel slope

    樁錨聯合支護在砂礫石高邊坡加固中的應用
  11. Bolt has been in wide use as a kind of support in tunneling, especially fully grouted bolt. but the design method for fully grouted bolt is limited due to the shortage of it ’ s support effect mechanism at present

    錨桿尤其是全長粘結式砂漿錨桿是隧道工程廣泛應用的支護型式，但由於目前對全長粘結式砂漿錨桿支護作用力學機理認識不足，使其設計方法存在一定的局限性。
  12. So in this thesis an in - depth exploration of the finite element simulation of fully grouted bolt will be done starting from the study of mechanics mechanism of fully grouted bolt, the result will provide reference for the design of fully grouted bolt and this have value of theory and engineering

    為此，本文擬從研究全長粘結式砂漿錨桿的作用機理入手，深入探討其有限元模擬方法，進而為隧道全長粘結式砂漿錨桿的設計提供參考依據，具有重要的理論與工程實際意義。
  13. Secondly, in view of the limitation and shortage of traditional simulation of finite element approaches for bolt, a new composite grouted bolt element including nonlinear contacting relation will be built based on the above study of the mechanics mechanism of fully grouted bolt. then, an elastic - plastic finite element program will be developed for the analyses of tunnel stability, in which the composite grouted bolt element and nonlinear finite element analysis method will be used ; the patterns and the affect of main design parameters on the support effect of bolt will be analysed using the program, and conclusions of guidance importance for tunnel support design will be drawn. finally, simulation compution for the excavation and support of a highway tunnel will be made out using the above production, and the method of application of the program will be discussed ; analysis of the deformation, stress and distribution of plastic range will be done, and rational support plan will be worked out, which is of guidance importance for tunnel support design and the thery and technique of fully grouted bolt used in tunneling will be perfected further

    首先，本文在綜合分析隧道穩定性影響因素及失穩破壞模式的基礎上，對全長粘結式砂漿錨桿作用力學機理進行了深入研究，為全長粘結式砂漿錨桿的有限元模擬分析奠定了基礎;其次，針對傳統錨桿有限元模擬方法的局限性與不足，在上述全長粘結式砂漿錨桿作用力學機理研究基礎上，建立出能反映界面非線性粘結的新型復合砂漿錨桿有限單元模型;然後，運用上述復合砂漿錨桿單元模型，引進非線性有限元分析手段，開發了隧道支護穩定性分析的有限元程序，並就全長粘結式砂漿錨桿的型式與設計參數對支護效果的影響進行了深入探討，得到了對隧道支護設計具有指導意義的結論;最後，運用本文研究成果對某公路隧道工程實例進行了開挖與支護的模擬計算，探討了其應用方法，並就隧道變形與應力及塑性區分佈規律進行了分析，從而提出了合理的支護方案，為隧道支護設計提供了參考依據，完善了隧道全長粘結式砂漿錨桿支護的理論與方法。
  14. The author conduct a series of research work including the supporting system design, construction, monitoring and mixture ratio tests of mortar for anchoring in this research. some research results of applicable value in engineering are presented also

    在本文的研究中，作者根據工程的自身特點對廈門市美仁宮大廈基坑圍護工程的設計、施工、監測及錨固砂漿進行了一系列的研究工作，並得出了一些具有工程適用價值的成果。
  15. Toshinori, s. and tadatsugu, t., “ scale effect of a shallow circular anchor in dense sand. ” soils and foundation, vol. 38, no. 2, pp. 93 - 99, 1999

    許世宗和廖洪鈞，砂土中多段錨碇承壓式地錨之錨碇行為，中國土木水利工程學刊，第十二卷，第一期，第91 - 100頁， 2000 。
  16. Durability ' s of the material such as permeability, heat - resistance, carbonation and steel bar - protection were tested. the bonding characters between anchoring material matrix and post - embedding steel bar, the matrix and the concrete structures were studied

    在植筋錨固長度足夠的條件下，混凝土與錨固砂漿的界面粘結強度大小直接決定了植筋錨固的控制荷載，粘結界面成為受力的薄弱環節。
  17. Su, s. f. and liao, h. j. " influence of strength anisotropy on piezocone resistance in clay ", journal of geotechnical and geoenvironmental engineering, asce, vol. 128, no. 2, pp. 166 - 173 ( 2002 ) （ sci ）

    許世宗和廖洪鈞，沉泥質砂土中錐形擴座地錨之錨碇行為，中國土木水利工程學刊，第14卷，第三期，第393 - 404頁（ 2002 ） 。
  18. Su, s. f. and liao, h. j. “ influence of strength anisotropy on piezocone resistance in clay ”, journal of geotechnical and geoenvironmental engineering, asce, vol. 128, no. 2, pp. 166 - 173 ( 2002 ) （ sci ）

    許世宗和廖洪鈞，沉泥質砂土中錐形擴座地錨之錨碇行為，中國土木水利工程學刊，第14卷，第三期，第393 ? 404頁（ 2002 ） 。
  19. The analysis shows that the depths of the major and auxiliary anchor rods are affected by the cement mortar and its bond strength with the rock body and not affected by the gradient and the height of the rock side slope

    並得到如下結論：主次描桿的錨固深度只受水泥砂漿與巖體的結合強度的影響，不受邊坡坡度和高度的限制。
  20. Su, w. and fragaszy, r. j. ( 1988 ). “ uplift testing of model anchors. ” journal of geotechnical engineering division, asce, vol. 114, no. 9, pp. 961 ~ 983

    廖洪鈞、陳珍貴和張光甫（ 1993 ） ，緊密砂土中地錨間距對擴座地錨錨碇行為影響之研究，中國土木水利工程學刊，第五卷，第一期，第45 ~ 55頁。
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