水化混凝土 的英文怎麼說

中文拼音 [shuǐhuàhúnníng]
水化混凝土 英文
hydrated concrete
  • : 名詞1 (由兩個氫原子和一個氧原子結合而成的液體) water 2 (河流) river 3 (指江、河、湖、海、洋...
  • : 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
  • 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. If magnitude of expansive stress caused by adscititious magnesia is too large, or its distribution is not uniform, it trends to damage the structure of cement concrete, and then affect seriously dam durability

    如果氧膨脹量過大或不均,都將破壞結構,影響耐久性,甚至局部崩裂造成安全事故。
  2. The oxidation of pyrite engenders acid water that is causticity to concrete, bring forward the prevention and cure measure to it

    根據系的發育及巖石的透性,提出防滲措施;黃鐵礦氧產生的酸性具有腐蝕性,提出防治措施。
  3. Specially, the axial tensile strength of the interface of the new and old concrete has reached above 2. 40mpa, greatly surpassing the preconcert goal ( > 1. 0mpa ), and its flexural strength also above 5. 80mpa, having surpassed the preconcert target and the standard request ( 4. 50mpa ). ( 2 ) after hardening 4h and 8h the compressive strength of the patched concrete is bigger than 20 mpa, which can satisfy the request of fast patching. ( 3 ) the ych color material, which is mixed into rapid sulfoaluminate cement - concrete patching material, can take better effect and avoid chromatism on the appearance of new - old concrete

    特別是新老界面的軸向抗拉強度已達2 . 40mpa以上,大大超過原定目標(大於1 . 0mpa ) ,其界面抗折強度也在5 . 80mpa以上,也已超過原定指標及規范要求(大於或等於4 . 50mpa ) ; ( 2 )修補后4h 、 8h抗壓強度大於20mpa ,能滿足快速修補的要求; ( 3 )在快硬硫鋁酸鹽修補材料中摻入自配的ych調色材料,能較好地起到調色作用,避免新老表面色差。
  4. The elasticity polyurethane joint sealing material is one kind of joint sealing materials for concrete pavement joint which can use at normal temperature. it will solidify by chemic - reaction when commix the polyurethane preploymer, cross link agent, filling, plasticizer and catalyzer

    聚氨酯彈性嵌縫料是一種由聚氨酯預聚體主劑與交聯劑、填料、增塑劑以及催合后通過學反應交聯固的常溫施工式路面用嵌縫材料。
  5. The frequency curve of transverse distribution of the wheel track on divided ways reveals that the frazzled damage of highly channelizing expressway cement concrete pavement largely occurs in the peak range of distribution curve of the wheel track

    摘要分車道行駛輪跡橫向分佈頻率曲線顯示,渠程度較高的高速公路路面磨損破壞主要集中在行車道輪跡峰值范圍。
  6. Gruber c. e. and carda d. d. ( 1981 ), performance analysis of permanent magnet type water treatment devices. wsa research report : final report. water quality association

    許桂銘( 2001 ) ,磁性能影響之探討,鋪面工程學術研討會第11屆。
  7. In the program, the effect of lamination placement, construction interval, elastic modulus change, thermal insulation change, surrounding temperature change, concrete creep and autogenous volume change on thermal stress are considered. and such temperature control measurement as water pipe cooling, heat preservation of the dam surface, the pouring temperature control, the overflow across the dam top during flood season can also be simulated by numerical method

    該程序在編制過程中考慮了分層澆築、施工間歇、彈模變、絕熱溫升過程、環境溫度的變徐變、自生體積變形等因素對壩體溫度場及溫度應力場的影響,同時也考慮了管冷卻、壩體表面保溫、控制澆築溫度、施工汛期壩頂面過等各種溫控措施的數值模擬。
  8. This paper establishes a model simulating dam actual placing process and considering the non - continuity of initial temperature on the boundary of new and old concrete, daily air temperature change, concrete - placing temperature, hydration heat, heat insulation on boundary, water - storing process, placing intermission and curing with water. the calculation of stress field considers the concrete weight, static water pressure, thermal stress, different autogenous volume change between rcc and normal concrete, change of elastic modulus of concrete with age and creep action

    考慮了乞今最為全面的初始條件和邊界條件,包括模擬壩體的實際升程過程,考慮了新老接觸面上的初始溫度不連續,逐日的氣溫變的入倉溫度,熱溫升,邊界保溫,庫蓄過程,澆築間歇以及灑養生等因素;應力場的計算考慮了的自重,靜壓力,溫度應力,常態與碾壓不同的自生體積變形,的彈性模量隨齡期的變以及徐變的作用。
  9. Mechanical performance, frost resistance and abrasion resistance of concrete with fly ash, air entraining agent and four kinds of inorganic salts including sodium sulfate, sodium nitrite, calcium nitrite and sodium chloride are mainly studied in this paper

    本文研究了在路面中摻入粉煤灰、引氣劑和四種無機鹽( na2so4 、 nano2 、 ca ( no2 ) 2和nacl )后,的力學性能、抗鹽凍剝蝕能力和耐磨性等性能的變規律。
  10. Determination of trace chloride in cement concrete

    中微量氯物的測定
  11. Fabrication of the box beam is divided into such parts as reinforcement, formwork, concreting, prestressing, moving and storing of beam, pipe grouting under pressure, end sealing of the beam, water - proof layer on the bridge surface system, protective coating etc. the paper makes description of effective box beam construction technology and workmanship which can be adopted in other projects, such technologies as : manufacturing and fixing of reinforcement, steel reinforcement fixing baseplate, web plate and top plate respectively and lifting the steel skeleton into form, requirements of design and manufacturing and way of utilization for dismantling - erection type formwork and hydraulic formwork, optimization of concrete ratio, concrete pouring process of two ends of beam in priority over the middle, in sequence of first baseplate followed by web plate and top plate at last, concrete pouring in inclined section and in horizontal layer, concrete vibration mainly by external vibrator in assistance with internal vibrator, methods and regulation for steam curing of concrete, dual controls over stress and strain to ensure quality of prestressing workmanship, construction method of effective beam moving by heavy - weight special moving facility, some regulations and key notes about construction of grouting under pressure, beam ends sealing, water - proof layer on the bridge surface system, protective coating

    箱梁製造由鋼筋工程、模板工程、工程、預應力工程、移存梁工程、孔道壓漿工程、梁體封端工程、橋面防層和保護層工程等施工環節組成。文中介紹的採用胎具製作和綁扎鋼筋,分底腹板和頂板分別綁扎並吊裝鋼筋骨架入模;拆裝式和液壓式兩種模板的設計、製作要求和使用方法;綜合考慮、優配合比,灌注從兩端至中間、先底板、后腹板、再頂板的施工順序和斜向分段、腹板平分層、附著式振搗為主、插入式搗固為輔的施工工藝,蒸汽養護的方法和規定;應力應變雙控制確保預應力施工質量的施工技術;採用重物移運器有效移梁的施工方法;壓漿、封端、橋面防層和保護層施工的一些規定和注意事項等都是對箱梁製造行之有效的施工技術和施工方法,並可為以後類似施工作借鑒。
  12. Consequently concrete production practices are now being conducted by relying on more experiences or trial and error than related theory. so the study on the interfacial chemistry phenomena and rheological properties of the “ cement - water - superplasticizer ” system is in active demand. the systematical study on the interfacial properties and their influence factors based on the theory of colloidal science, interface chemistry, chemistry of cement and polymer science were conducted in order to establish the relationship among interfacial properties, microstructure and rheological characteristics of “ cement ? water - superplasticizer ” system, and provide the theoretical guide for the manufacture and applications of cement, concrete and superplasticizers

    本文選擇「泥--高效減劑」系統的界面學現象和流變特徵作為研究課題,旨在通過深入系統地研究泥與高效減劑在介質中的一系列界面學現象及其影響規律,利用膠體學、界面學、學和高分子學的相關基礎理論,分析泥與高效減劑的相互作用機理,確定系統中界面學現象、系統微觀結構和流變特性的關系,指導泥、及外加劑的生產實踐。
  13. Edge collapse, honeycomb and surface voids in the slipform paving cement concrete and shrinkage of hardening concrete used in highways are studied in this paper, which is a part of western traffic project, frost resistance of cement concrete, supported by traffic ministry of china

    本文針對交通部西部交通項目抗凍融耐久性能研究中高速路面滑模施工過程中的塌邊和麻面以及硬收縮等現象展開研究。
  14. According to many years experience of dealing with client quality complains, the author introduced in brief its principle and content, and laid emphsis on the common quality complains of cement enterprise, such as concrete strength is lack, the concrete setting time is unnormal, the concrete slump constant is a little small and the loss is high, compatibility between cement and admixture is bad, cement color changes, concrete surface rise sand and cement agglomerate

    作者結合自己多年處理顧客質量投訴的經驗,簡單介紹了處理顧客質量投訴的調查原則和內容;重點對泥廠最常見的質量投訴內容包括強度不足,結時間異常;坍落度偏小,經時損失大;泥與外加劑相容性不好;泥顏色變地面起砂及泥結塊等等投訴,分別進行了現象描述,原因分析和調查方法介紹。
  15. Cover water conservation use, average temperatures above + 5 c using natural conditions, the use of appropriate materials on the concrete surface to be covered and watered, in the concrete cement hydration within a certain period of time required to maintain the proper temperature and humidity conditions

    採用覆蓋澆養護,利用平均氣溫高於5的自然條件,用適當的材料對表面加以覆蓋並澆,使在一定的時間內保持作用所需要的適當溫度和濕度條件
  16. Testing hardened concrete - part 8 : depth of penetration of water under pressure ; german version en 12390 - 8 : 2000

    試驗.第8部分:加壓滲透深度
  17. Standard specification for cold applied, single component, chemically curing silicone joint sealant for portland cement concrete pavements

    硅酸鹽路面用冷鋪的單一成分學固硅酮接縫密封劑的標準規范
  18. Testing hardened concrete - depth of penetration of water under pressure

    試驗.加壓時的滲透深度
  19. Testing hardened concrete - part 8 : depth of penetration of water under pressure

    試驗.第8部分:加壓時的滲透深度
  20. Firstly, the environment harm of the waste rock is studied ; secondly, we research the physics and mechanics property of the waste rock of the dabagou tunnel and get the physics and mechanics property index of waste rock ; thirdly, after comminuting the waste rock and compounding concrete as coarse aggregate, we make the comparison between it and the songshan stone in the fuxin building market at present, it proves to possess extension application value ; fourthly, on the foundation of it, we utilize waste rock as coarse aggregate to compound high strength concrete, steel fiber high strength concrete, polymer cement concrete, asphalt concrete by uniform design and research their mechanics property index by experiment

    首先闡述了排矸石對環境產生的危害,其次對大巴溝隧道排矸石的物理力學性質進行了試驗研究,獲得了排矸石的物理力學性能指標。將排矸石粉碎后,作為粗骨料配製成,與目前阜新建築市場上所用的松山石子進行比較,證明其具有推廣應用價值。在此基礎上,利用均勻設計法,將排矸石作為粗骨料配製成高強,鋼纖維高強,聚合物,瀝青,通過試驗測定其力學指標,獲得了各種排矸石的優方程和最佳配合比。
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