混凝土養護劑 的英文怎麼說

中文拼音 [húnníngyǎng]
混凝土養護劑 英文
concrete curing compound
  • : 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 (供養) support; provide for 2 (飼養; 培植) raise; keep; grow 3 (生育) give birth to ...
  • : 動詞1. (保護; 保衛) protect; guard; shield 2. (袒護;包庇) be partial to; shield from censure
  • : Ⅰ名詞1 (藥劑; 制劑) a pharmaceutical or other chemical preparation 2 (某些有化學作用的物品) a...
  • 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...
  1. The expansion agents can only make up the shrinkage to some extent, and the compensation effects would be reduced when the retardener and fly - ash are used. the expansion agents are not panaceas to avoid the shrinkage cracking as expansion can also reduce the concrete soundness. under bad curing condition, the polypropylene fibrillated film fiber can improve concrete ' s anti - crarking property, while the nominal steels have very unobvious effects. to reduce the concrete shrinkage thus avoid the cracking, the former factors must all be taken into account in concrete proportion design to develop sound concrete

    研究結果表明,水泥的品種和用量是影響收縮值的主要因素之一,當中水泥用量超過470kg / m ~ 3時,的收縮值超過400 10 ~ ( - 6 ) ,在約束狀態下存在高開裂風險;採用細砂使單位用水量顯著提高,收縮值也大幅增加;優質粉煤灰總體上能抑制的收縮,以超量方式摻入其抑制作用更加明顯,但粉煤灰早期的粘聚性較差,應注意,以免失水產生龜裂;早強減水和緩減水都會使收縮值增加;膨脹只能補償部分收縮,同時受緩和粉煤灰的抑制,而且膨脹使的體積安定性增加了不確定因素,膨脹不是解決收縮裂縫的良方。
  2. Shotcrete - rock bolt support and concrete lining are important parts of timbering structures in modern tunnel construction, and there are also essentials for natm. the intensity difference of concrete is big because of the big randomicity at the aspects of material, metage of additive, mix round, ratio of water and lime, spray construct and water maintain

    由於噴射和二次襯砌在拌和料、外加速的稱量、拌勻以及水灰比的配比、在噴射作業及灑水上都存在著很大的隨機性,其強度的差異也較大。
  3. According to above - mentioned way, this research is on the foundation of jichun - chen teacher research. focal points have studied stock coordination, additive, steam to press maintenance method for the influence of performance of low - silicon tailings aerocrete

    本研究在陳吉春老師研究的基礎上,根據上述思路,重點研究了物料配合比、外加、蒸壓方法對低硅尾礦加氣製品性能的影響。
  4. Method of test for curing compounds for concrete

    混凝土養護劑的試驗方法
  5. Curing compounds for cement concrete

    水泥混凝土養護劑
  6. By means of comparative experiments, this paper illustrates the influences of different cements, admixtures of flash - setting agents, water cement ratios, curing temperatures and raw materials on the performances of sprayed concrete, such as the setting time, strength and shrinkage ratio, on different conditions of efflorescence and hydration, so as to present references with regularity for the practical application of sprayed concrete

    摘要通過對比試驗,闡明了不同水泥、不同速摻量、水灰比、溫度以及原材料在不同風化和水化程度條件下,對噴射結時間、強度、收縮率等性能的影響,以期為噴射的實際應用提供規律性的參考資料。
  7. 3. based on the bond test for 33 concrete specimens and gfrp and bending test for 15 beams strengthening with gfrp, surface preparation of concrete, type of epoxy adhesives, thickness of adhesives, hardening time of adhesives, cure condition after strengthening are considered, and the effect on concrete structures strengthening with gfrp causing by construction behavior was analyzed. 4

    根據gfrp片材加固結構在施工中常涉及到的一些相關因素,如基層表面處理情況、所選用的粘結類型、塗抹粘結的厚度、加固的方式以及狀況,進行了33個試件與gfrp片材的剪切粘結試驗,並進行了採用gfrp片材加固的15根梁的抗彎試驗,分析了與施工性能相關的因素對gfrp片材加固結構效果的影響。
  8. Some respects of self - compacting high - strength concrete ( schsc ) made of fujian province ' s local material have been studied in this thesis as follows : 1. studies on microstructure of the schsc. three different mixed schsc and one normal high - strength concrete ( nhsc ) were observed by the scanning electron microscope at different sites and different ages of 1 day, 3 days, 7 days, 28 days and 60 days. from the test, the effects due to no vibrating and admixture on the microstructure of schsc were studied

    通過四組強度等級相當,分別為普通、兩組不摻膨脹的自密實(其粉煤灰的摻量不同)和摻有膨脹的自密實,在同一齡期的條件下( 1天、 3天、 7天、 28天和60天) ,分別選擇粗骨料過渡區、細骨料過渡區、水泥石和砂坑作為觀測點,採用sem進行細觀掃描對比實驗,以研究自密實因免振搗的特性及摻合料對其骨料界面和水泥石結構的影響。
  9. 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、顆粒級配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、機制砂不宜單獨用於配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配,並選擇合適的外加和礦物摻合料,優化配合比設計,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,有效解決了中低強度等級自密實由於膠材料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配合比;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、施工及的質量控制技術方法。
  10. Enlarging concrete section, enveloping iron and strengthening with carbon fiber sheet are the widely - used methods to strengthen concrete column under axial compression, although these methods have their respective defects : wet - work in construction sit, long time for curing and deformation of appearance, the aging of pouring compounds and so on

    目前對軸心受壓構件而言,常用的加固方法有加大截面法、外包鋼加固法、碳纖維布加固法等。而這些方法各有其缺陷,如現場濕作業問題、及外觀問題、灌漿材料或粘接的老化問題等。
  11. Based on the basic principles of densified systems containing homogeneously arranged ultra - fine particles ( dsp ) and reactive powder concrete ( rpc ) adopted by foreign researchers specialized in building materials, silica rume, ultra - fine fly ash, quartz powder, 52. 5 - class portland cement and superplasticizer were selected and mixed, the theoretic of mixed steel fiber reinforced cement - based composite materials and of micro - aggregate filling voids were applied, the composition was adjusted, the mixture ratio of rpc was optimized, a suitable curing schedule was adopted, in the result, an ultra - high performance concrete designated rpc was successfully prepared by normal technology methods

    本文基於超細粒聚密材料( dsp )和活性粉末( rpc )配製的基本原理,選用硅灰、粉煤灰、石英粉和硅酸鹽水泥,輔以高效減水,採用多重復合的技術路線,運用雜鋼纖維增強理論和微集料填充密實原理,調整材料組成,優化配合比,結合適宜的制度,在現有技術條件下,成功制備出了rpc200材料。
  12. The results show that doublextm high cracking resistant and high permeating resistant composite material can greatly improve the cracking resistant and permeating resistant performance of concrete, and can be widely used in basement, subway, tunnel, hydraulic facility and hydraulic power engineering, port and dock engineering, and gap - free super - long structure construction

    雖然已有一些材料如膨脹、聚丙烯纖維以及膨脹與聚丙烯纖維雙摻的技術已逐步應用於的防裂防滲工程,但是工程效果依然不甚理想,而且,膨脹類產品在施工過程中的困難也是一個突出的問題。
  13. Admixtures. curing products for concrete and mortar. determination of protective coefficient

    添加.和砂漿用產品.防系數測定
  14. Admixtures. curing products for concrete and mortar. definition, specifications and marking

    添加.和砂漿用產品.定義規范和標記
  15. In this paper, the effects of common set - retarders and early - age curing on properties of concrete are studied so as to control the quality of concrete

    為此,本論文研究了常用緩和早期條件對性能的影響,以期對工程質量控制具有一定的指導作用。
分享友人