錨桿式擋土墻 的英文怎麼說
中文拼音 [máogǎnshìdǎngtǔ]
錨桿式擋土墻
英文
anchor rod retaining wall-
Application of the new type wall in engineering practice proves the feasibility and advantages. in the end, comparison between measured data from quite a few engineering examples and calculated theoretical results shows that, the design methods of anchored bar retaining walls and block retaining walls presented in this paper are reliable, which also have a better bearing behavior and good social and economic benefits
最後通過計算實例以及現場實測結果的對比分析,證明了錨桿擋土墻和砌塊式擋土墻的設計計算方法是安全可靠的,同時證明了錨桿擋土墻和砌塊式擋土墻優越的受力性能以及其良好的社會經濟效益。Consequently, to optimize the appearance and structure design of retaining walls, especially to have a deeper understanding of the bearing mechanism of various retaining walls and select city retaining wall type reasonably are of great engineering significances and potential economic effect. based on a thorough analysis of the character and mechanism of city - retaining - wall structures, the design theories, construction technology, new wall types and development tendency are deeply discussed. besides, the characteristics of various types of city retaining wall are discussed, and the usual methods for earth pressure calculation are summarized
本文在綜合分析目前常用城市擋土結構的特點及其受力特性等基礎上,針對一般擋土墻設計理論、施工技術、新型結構以及未來的發展趨勢進行了深入探討,論述了城市擋土結構的特點,並對常用土壓力理論進行了綜述,介紹了城市擋土墻常見的類型,並介紹了常規的設計理論和方法;通過分析比較,優選出錨桿擋土結構和砌塊式擋土結構,並從錨桿錨固原理出發,結合工程實踐和大量現場試驗、對錨桿的抗拔承載力進行了深入研究,提出了用調整雙曲線模型法計算錨桿抗拔承載力的方法,對土壓力計算方法進行了探討,對其設計計算方法進行了研究。The formula of the maximum lateral deformation has been proposed for tie - back wall when the anchors are embedded in unmoving soils or in rocks. this work has enlarged the application field of the previous deformation formula. examples from engineering practice prove that the values calculated with above formulas can meet the need of the pit engineering
將上面的變形計算公式做了推廣,提出了錨撐擋墻最大側向位移的預測公式(錨桿錨固不可移動的土層或巖石中) ,工程實例表明,利用該式預測的變形值可以滿足工程的需要。Anchor rod retaining wall
擋土墻錨桿式擋土墻Fifteen degree or so of nail and anchor inclination is the optimized. some certain value of nail space is proposed by which soil nailing structure and earth nail wall can be differentiated. the method to analyze the gravity retaining wall is applied to earth nail wall
建議土釘和錨桿傾角採用15左右為宜;當土釘間距小於某一值,或土釘密度大於某一定值時,土釘支護形成重力式擋土墻,即土釘墻,此時可以採用重力式擋土墻的分析方法對土釘支護進行分析。分享友人