混凝土配料單 的英文怎麼說

中文拼音 [húnníngpèiliàodān]
混凝土配料單 英文
concrete formulation
  • : 混形容詞1. (渾濁) muddy; turbid2. (糊塗; 不明事理) foolish; stupid
  • : 動詞1. (凝結) congeal; curdle; coagulate 2. (注意力集中) fix
  • : Ⅰ動詞1 (兩性結合) join in marriage 2 (使動物交配) mate (animals) 3 (按適當的標準或比例加以...
  • : 名詞1 (材料; 原料) material; stuff 2 (喂牲口用的穀物) feed; fodder 3 (料器) glassware 4 (...
  • 混凝土 : concrete; beton; jetereting混凝土壩 concrete dam; 混凝土板 concrete slab; 混凝土標號 concrete gra...
  • 配料 : charge mixture; batching; burdening; ingredient; furnish; dosage; [冶金學] burden
  1. In the paper the effects of the made parameters, the main materials and environmental conditions on plastic shrinkage cracking were investigated. it can be concluded as following : 1 ) there was a critical w / c ratio of maximum plastic shrinkage cracking between lower and higher w / c ratio of concrete mixtures made with the same cement content per cubic meter, concretes with lower or higher w / c ratio being less prone to plastic shrinkage cracking and the w / c critical ratio critical of maximum plastic shrinkage cracking being about 0. 5

    本文研究了製參數、主要原材以及環境條件對新拌塑性收縮裂縫的影響,結果表明: 1 )水泥用量一定時,較低水灰比和較高水灰比對應的拌合物不易開裂,而中間某一臨界水灰比對應的拌合物開裂較嚴重,這一臨界水灰比為0 . 5 ;水用量或水泥漿量一定時,拌合物的塑性開裂趨勢與上述情況相似,但臨界水灰比分別為0 . 45 - 0 . 4和0 . 4 。
  2. In this paper, the so preparing self - compacting concrete with low and middle strength using super fine mountain sand artifical sand and phosphorus slag is studied systemically. through the study the influence of the shape, the proportion of the dust and the grade of sand to the workability and the mechanical property of self - compacting concrete, it is found that super fine mountain sand artifical sand are not suit to prepare low and middle strength self - compacting concrete, but when they are combined and the additive and assistant band material are used, c20 - c40 high performance self - compacting concrete is prepared ; the corresponding additive is developed to solve the delamination caused by the low proportion of banding material ; the evaluating system for the workability of low and middle strength self - compacting concrete is built ; the controlling method for production, construction and curing was set up. and the result of the research is applied into several projects

    通過分析特細山砂和機制砂的顆粒形態、粉末含量、顆粒級等特性對自密實的工作性能和力學性能的影響,發現特細山砂、機制砂不宜獨用於製中低強度等級自密實,宜將特細山砂和機制砂進行合理復,並選擇合適的外加劑和礦物摻合,優化合比設計,可生產c20 c40中低強度等級自密實高性能;研製開發出了具有高效減水、保塑、抗離析功能的外加劑,有效解決了中低強度等級自密實由於膠用量少而出現的離析、泌水問題;應用正交設計方法,對因素和水平進行合理選擇,確定了生產中低等級自密實的最優合比;建立了中低強度等級自密實的工作性評價體系;提出了生產、施工及養護的質量控制技術方法。
  3. Standard practice for determining uniformity of ingredients of concrete from a single source

    測定一來源勻細度的標準實施規程
  4. A good model of the full - grade aggregate concrete with high aggregate content is precondition to successfully execute concrete meso - mechanical simulation, so that the main work in the dissertation is focused on the following study concerning the random aggregate model of dam fully - graded concrete : ( 1 ) based on the topology of spherical aggregates, an algorithm of the random convex polyhedron aggregate model was presented considering the actual aggregate content, grading, and aggregate shape, and corresponding fortran program was developed to generate random convex polyhedron aggregate

    針對全級大壩的實際骨含量和骨形態,本文做了以下主要工作: ( 1 )在一種高效率生成的隨機球骨模型的基礎上,形成隨機凸多面體骨模型,同時研究了細觀元屬性判別方法,編制了對含有凸多面體骨的細觀區域進行結構性有限元網格剖分程序。本文給出的三維隨機骨模型演算法不但考慮了的骨的實際級和含量,而且計及了骨的實際形態。
  5. On the basis of demonstrating the technical procedure of asphalt concrete mixing plant, the paper uses single - chip computer as the aggregate heated temperature controller. the design plan of the control system is presented. the interface assignment of hardware, the writing and debugging of the control program are finished

    本論文在闡述瀝青拌和設備工藝流程的基礎上,採用片機作為瀝青拌和設備骨加熱溫度控制器,提出了控制系統的設計方案,完成了介面分及控製程序的編寫與調試。
  6. The mechanical properties on one - directional loading of two kinds of mixture ratio rpc materials with or without steel fiber and of hollow steel tubes were studied. three kinds of loading format were analogized and the working mechanism of rpc filled in steel tube short columns

    應用優化比后的活性粉末,試驗研究了摻與不摻鋼纖維兩種合比rpc材軸抗壓性能並與普通高強相比較,試驗還研究了空鋼管的力學性能。
  7. In order to improve the efficiency of strengthening concrete structure with sole fiber reinforced plastic ( frp ) and overcome the disadvantages of the primary research of hybrid fiber reinforced plastic ( hfrp ), a new idea that strengthening concrete structure with reasonable matching of hfrp was proposed in this thesis firstly

    針對現今一纖維復合材( frp )加固結構加固效率低的問題,以及已有雜纖維復合材( hfrp )探索性研究存在的缺點,本文首次提出hfrp的合理匹及其在結構加固中的應用研究。
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