特種混凝土 的英文怎麼說

中文拼音 [zhǒnghúnníng]
特種混凝土 英文
special concrete
  • : Ⅰ形容詞(特殊; 超出一般) particular; special; exceptional; unusual Ⅱ副詞1 (特別) especially; v...
  • : 種名詞(姓氏) a surname
  • : 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
  • 特種 : special type; particular kind特種編碼 specific coding; 特種兵 special soldier; special troop; 特...
  • 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 bridge is a kind of complicacy spatial structure, especially pc bridge

    橋梁是一復雜的空間結構,別是預應力橋梁。
  2. A little emulsoid was added in the bitulith to improve the performance of asphalt pavement. the new material is of rigidity and flexibility. we called it semi - rigid bituminous emulsion

    乳化渣油半剛性路面材料就是針對瀝青的弱點進行改性研究的一新型復合材料,其在增加材料剛度的同時仍保留了部分粘彈性徵。
  3. Recently, using solid clay brick is gradually prohibited, so the new wall material is required to fill up the new architecture. many sections research on this field, using fly ash to develop new building materials is the mostly adopted method, among the new building materials, fly ash foamed concrete is a noticeable one because of its outstanding merits such as light weight, heat preservation, sound insulation and good resisting earthquake. using fly ash to develop foamed concrete can not only become fly ash into resources, but also provide a new kind of building materials for the innovation of wall materials, which has good economy and society ben efits

    近年來,由於墻改「禁實」政策的實施,市場急需新的墻體材料來填補新建築所需,許多單位相繼開展了各有關研究,綜合利用粉煤灰研製開發新型建材逐漸成為了主流,其中多孔別是粉煤灰發泡,正以它突出的輕質、保溫、隔音、抗震效果好等優點,成為一引人注目的建築材料,利用工業固體廢棄物粉煤灰研製發泡不僅能實現粉煤灰的資源化,而且還可為墻體材料的改革提供一新型建築材料,具有較好的經濟效益和社會效益。
  4. These are the main portland cements, but variations of them are mentioned in the article on concrete additives.

    這些就是主要的波蘭水泥,在「外加劑」課文中還提到了其他品的波蘭水泥。
  5. Meanwhile, by using delaminating combination finite element method and macro finite element analysis methods, the paper present two kinds of analysis programs. based on the aforementioned analysis program, the failure form, distribution of plastic hinge, load - carrying capacity, displacement and ductility characteristics are investigated to reveal the failure mechanism and the failure proceeding under seismic effects. the results are in good agreement with the test results, indicating the precision of the aforementioned two programs is satisfiable to the practical engineering design

    分別採用分層組合式有限元和宏觀有限元分析方法,編寫了2鋼筋中高帶邊框柱剪力墻結構的彈塑性有限元分析程序,同時利用上述2分析程序,研究了模型結構的破壞形態、塑性鉸的分佈、承載力、位移及延性性能等性,探討了這類結構在地震作用下的破壞全過程與破壞機理,得到其主要受力性和抗震性能的一般規律,所得結果與試驗值吻合較好,表明上述2程序分析結果的精度均可滿足實際工程的設計要求,因此可用於這類結構的抗震性能分析與設計。
  6. From the beginning of the establishment, insisting on the business idea of " talents base, science superior, quality first, credit paramountcy " and quality principle of " relying on science and technology, strict management, good quality, satisfied services ", the company has imported the patents of uea - h high performance expansion agent and fdn

    地處重慶市北碚區三聖鎮,是外加劑及建築材料專業生產公司。我公司自成立之初就本著「人才為本科技為先質量第一信譽至上」的經營理念,堅持「依靠科技管理上乘品質優異服務滿意」
  7. In the design, the construction measures such as application of shrinkage - compensating concrete, arrangement of spacing layer between the foundation rock and the bottom slab, adding outside waterproof layer, flexible connection between outlet pipe with side - wall, integerated concrete placement of pump seat with bottom slab and design of reinforcement with application of advanced calculation theory are used according to the characteristics of lager span, larger volume and complex loading conditions of the understructure

    針對下部結構跨度大、體積大、受力復雜的點,在設計中採取多措施,包括採用補償收縮、基巖與底板間設隔離層、增設外防水層、出水管與邊墻採用柔性連接、機座與底板整體澆注、採用先進計算理論指導配筋。
  8. In this thesis, four types of steel beam - rectangular cfst column connections, including normal welded flange plate ( wfp ) connection, bolted flange plate ( bfp ) connection, stiffened end plate ( sep ) connection and double split - tee plate ( dst ) connection, were designed based on the configuration of steel frame connection. total 8 models, 2 models of each kind of connections were tested under low - reversed cyclic loading at the end of cfst columns. the relationships between force and displacement at the end of columns, the relationships between the moment and rotation of the joints, degradations of strength and stiffness, ductility, failure mechanism and failure characteristics of these four connections under different axial - compression ratios were presented

    本文借鑒鋼框架節點構造,設計了四類型矩形鋼管柱與鋼梁連接節點,包括常規栓焊( wfp )節點、翼緣全螺栓連接( bfp )節點、雙t板連接( dst )節點以及加勁端板連接( sep )節點,進行了四類節點8個模型試件在柱端低周反復荷載作用下的抗震性能試驗研究,比較了不同軸壓比下節點的滯回性能、強度與剛度退化、延性、破壞機理與破壞徵,主要結論有: 1 、節點的位移滯回曲線與轉角滯回曲線為塊型分佈,沒有或略有捏攏現象,耗能能力強; 2 、軸壓比對節點滯回曲線有顯著影響,全部節點都有顯著的剛度退化; 3 、位移與轉角骨架曲線在峰值荷載後有較長的水平或下降段,具有良好的延性性能; 4 、從整體抗震性能上看,翼緣全螺栓連接節點、雙t板連接與加勁端板連接節點都優于常規栓焊節點,可在實際工程中加以推廣。
  9. The experiment determined the fracture process and the parameter of the fracture properties of two different aggregate concrete and recorded the stable whole fracture curves of boulder concrete and crushed stone concrete separately, which are determined through three - point - bending method and wedge - split tensile method

    測定了兩粗骨料的斷裂過程及斷裂徵參數,分別記錄了兩試驗方法測定的卵石和碎石的斷裂全曲線。
  10. On the basis of the deterioration investigation and anticorrosion coating design of concrete structures of the towers of jiangyin changjiang river highway bridge, this paper discusses the common deterioration problems of concrete bridge towers in a certain environment and also makes a study of the anticorrosion coating design alternatives, construction technology, technical requirements, quality assurance system and inspection criteria for such type of the structures

    摘要通過江陰長江公路大橋橋塔結構病害調查和防腐塗裝設計,探討在定環境下橋塔常見的病害,研究此類結構防腐塗裝的設計方案、施工工藝、技術要求、質量保證體系和檢測標準等。
  11. The characteristic of chemical grouting material should combind with construstion method directed by the theories, it is necessity guarantee for the good result in some special cases. by cw series material, various complicated engineerings have been successfully handled, such as the treatment of concrete fine cracks in three gorges project ( tgp ), foundation reinforcement to the fault in in three gorges project ( tgp ), and the seepage control and reinforcement for the dam base of jiangya hydropower - station. these illustrations are provided to proof the advantages of modified epoxy resin and its technique

    化灌材料性與理論指導下的灌漿工藝的全面結合是化灌處理,別是殊條件下灌漿效果的必要保證, cw系改性環氧化灌漿材及技術對多復雜工況工程處理對象成功處理,解決了三峽微細滲水裂縫防滲補強、三峽工程地質斷層泥化夾層加固以及江埡電站壩基溶蝕帶防滲等一系列工程技術難題,印證了該材料及技術的先進性。
  12. According to the load behavior and defection degrees of existed reinforced concrete bridge, the calculating modeles for normal section strength and bearing capacity for reinforced concrete bridge are established by the elasticity analysis and nonlinear analysis of grade stiffness degeneration

    根據既有鋼筋橋梁的受力點和損傷程度,採用兩方法:即《規范》法分析理論和分級剛度退化非線性分析理論,分別建立了既有鋼筋橋梁正截面強度計算和承載能力評定的計算分析模型。
  13. The test obsvervation include air temperature, ground temperature, foundation moisture, freeze depth, freeze capicity, freeze residual capicity, groundwater table and shape transform of canal lining, etc. throught systemic observation, analysis of impact about each factor on fundation freeze capicity, evaluate effect on anti freeze of various canal lining, comparison on technology and ecnomic of different method, a kind of main canal lining format is been recommended to engineering practice with siutable to ningxia local feature, fufilling the need of main canal safey i application, economic and practical, that is using polystyrene plate laying under concrete slate and grit taking replace of filling layer and optimizing design

    試驗觀測內容包括氣溫、地溫、基含水量、凍深、凍脹量、凍脹剩餘量、地下水位和砌體外觀變化等項目。通過系統的觀測,分析各因素對基凍脹量的影響,評價各襯砌型式的防凍西安理工大學工程碩士專業學位論文脹效果,並進行技術和經濟綜合分析比較,推薦出了適合我區點、滿足乾渠安全運行、經濟實用、防凍脹效果好的乾渠防滲襯砌型式,即板下鋪設聚苯乙烯板和砂礫石換填層結構型式,加以優化設計,用於工程實踐。
  14. This subject is to combine the steel fiber reinforced concrete with the lightweight aggregate concrete to form a steel fiber reinforced lightweight aggregate ( haydite ) concrete, which owns the advantages of high toughness of steel fiber reinforced concrete and the light weight of lightweight aggregate concrete. in order to get the main character and mechanical property parameter of strength and deformation of steel fiber reinforced lightweight aggregate concrete, we do the experiments of cubic compressive strength, splitting - tensile strength, bending strength, elastic modulus and axial compressive strength and summarize the influence laws to the relation of mechanical performance of steel fiber reinforced lightweight aggregate and the quantity of steel fiber

    鋼纖維輕骨料兼有鋼纖維的韌性高和輕骨料質量輕的優點,為了掌握這新型材料的主要徵和強度、變形等力學性能,本文進行了鋼纖維輕骨料的立方體抗壓強度、軸心抗壓強度、劈裂抗拉強度、抗折強度和彈性模量等試驗研究,總結出鋼纖維摻量對鋼纖維輕骨料的力學性能的影響規律。
  15. Cementitious capillary crystalline waterproofing coating ( abbreviated ccwc ) is a new type of cement - based waterproofing materials, which is characterized by its very good adhesive performance and impermeability to water, self - rehabilitating ability, permanent waterproofing effect, good aging resistance and corrosion resistance, simple construction method and harmless to hunman etc. ccwc consists of ordinary portland cement, quartz sand and reactive substances and other supplementary ingredients, whose reactive substance can permeate into the internal part of concrete structures through water and produce insoluble crystals filling capillary pores or crack of the concret through reaction with cement hydrates and unhydrates

    水泥基滲透結晶型防水材料是以硅酸鹽水泥或普通硅酸鹽水泥、石英砂等為基材,摻入活性化學物質而組成的一新型防水材料。摻入的活性化學物質以水作載體向內部滲透,與中未水化的水泥及部分水泥水化產物發生結晶反應,生成不溶於水的結晶體,堵塞毛細孔道,使緻密、防水。這防水材料具有粘結力強、抗滲性能好、自愈合能力強、防水效果持久、耐老化、耐腐蝕、易施工、對人類無害等點。
  16. A general consensus exists related to the influence of slow crack propagation ahead of the crack tip upon the nonlinearity observed in the typical load - deflection response of the concrete specimen, namely, concrete exhibits somewhat quasibrittle behavior, which has been verified by the inapplicability of the conventional linear elastic fracture mechanics ( lefm ) and fracture models suitable for metal - like materials

    現在已經意識到,在其典型的位移曲線中呈現出的非線性徵是由於裂縫在端部的緩慢擴展引起的,可以認為是的一半脆性性能。這是在發現傳統的線彈性斷裂力學( lefm )和適合金屬類材料的斷裂模型不適用於研究時得出的結論。
  17. The experiential formula between kc and base resistance q from cpt and, the relationship between ke and c # ( strength of concrete ) are also created by fitting 94 pressed pile testing date. based on analyzing the compacting effects caused by driving pile in loess and it ' s influence on bearing capacity and settlement, another two disturbance parameters, c and e, are proposed for multiplying respectively the parameters of soil cohesive c and deformation modulus es to reflect this effect. by fitting 51 driven pile testing date, we created an experiential formula between the e and r ( the modulus ratio between pile and surrounding soil ), also an experiential formula between the c and base friction resistance fs / pa from cpt of pile surrounding soil

    在本文中分析了靜壓樁的沉樁擠效應對其承載力與沉降性的影響,在計算模型中引入了樁周粘聚力c的修正系數k _ c和樁周變形模量e _ s的修正系數k _ e來體現這影響,通過對94根靜壓樁試樁資料進行擬合,建立了k _ c與樁端靜力觸探的端阻q _ c之間經驗公式以及k _ e與c # (標號)之間的對應關系。
  18. The reduced minimum cement contents shall only be used when trial mixes have verified that concrete with a maximum free water / cement ratio not greater than that given for a particular condition can be consistently produced and it is suitable for the conditions of placing and compacting

    只有經過試拌證實,可以持續不斷地生產出最大水灰比不大於某一定工況給定值的,而且這適合於攤鋪與夯實,在這情況下,才可以使用這一縮減的最低水泥用量。
  19. Special concrete construction

    特種混凝土結構
  20. Development and application of special concrete used on straight track in f1 shanghai international circuit

    1國際賽車場直線賽道特種混凝土的研製與應用
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