輕混凝土結構 的英文怎麼說

中文拼音 [qīnghúnníngtǔjiēgòu]
輕混凝土結構 英文
light-concrete structure
  • 輕 : Ⅰ形容詞1 （重量小; 比重小） light 2 （數量少; 程度淺） small in number degree etc : 年紀很輕 be v...
  • 混 : 混形容詞1. （渾濁） muddy; turbid2. （糊塗; 不明事理） foolish; stupid
  • 凝 : 動詞1. （凝結） congeal; curdle; coagulate 2. （注意力集中） fix
  • 結 : 結動詞（長出果實或種子） bear （fruit）; form （seed）
  • 構 : Ⅰ動詞1 （構造; 組合） construct; form; compose 2 （結成） fabricate; make up 3 （建造; 架屋） bui...
  • 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...
  • 結構 : 1 （各組成部分的搭配形式） structure; composition; construction; formation; constitution; fabric;...
  1. Frame columns inset the filler - wall, avoided the influence that the comer of the room columns outstanding to indoorses view and take up the using space. at the same time, this structure has some advantages as the frame structure, such as arranging neatly, comparting easily etc., deeply welcoming by inhabitant and real estates company, is a building structure system that have the vast development foreground and satisfying the request of green building ". current, the reinforced concrete special - shaped columns structu re system lacks the actual measuring data of earthquake damage and the comprehensive aseismic performance of structure system, the structure system not yet is included in the national code, needing the thorough research

    鋼筋混凝土異型柱結構體系，採用t形、 l形、十形截面柱代替傳統的矩形截面柱，以輕質材料製作的框架填充墻代替自重較大的粘土磚填充墻；框架柱隱于墻內，避免了屋角柱楞突出對室內觀瞻及佔用空間的影響，同時，又具有框架結構布置靈活、易於分隔的優點，深受住戶及房地產開發商的歡迎，是一種滿足「綠色建築」要求並具有廣闊發展前景的建築結構體系。
  2. In order to use structure ' s ability of elastic - plastic deformation to consume the earthquake energy, decrease the reaction in the earthquake, ferroconcrete frame structure should be designed into ductile one

    為了利用結構的彈塑性變形能力耗散地震能量，減輕地震作用下結構的反應，應將鋼筋混凝土框架結構設計成延性框架結構。
  3. The system is composed with concrete filled cold - formed square steel tube column, the beam with two cold formed c type steel welded together back to back, the slab with profiled - steel and concrete, the beam and the slab joined into composite steel - concrete beam. they all together make up of the bearing members. and the house also includes the light economical - energy sources heatproof walls

    該體系是以冷彎薄壁方鋼管混凝土為柱、冷彎薄壁c型鋼背靠背高頻焊接組成工字型梁、壓型鋼板上現澆築混凝土組成組合樓板並與梁一起構成組合梁作為承重構件，以輕質節能保溫型墻體作為圍護結構組成。
  4. Light steel is the sansei construction, which is adopted got - up h type steel, thin cliff cold blending c, z type steel combination or construction framework, the roof and the wall body are adopted color coat die - mould steel board or sandwich color board, which already replaces the traditional armored concrete build in developed countries

    輕鋼結構是第三代建築，它採用製作h型鋼及薄壁冷彎c 、 z型鋼組合或建築骨架，層面和墻體採用彩色塗層壓型鋼板或夾芯彩板，在發達國家已基本取代傳統的鋼筋混凝土建築。
  5. Aim for the topic - study of prestressed lightweight concrete platform, from selecting style of the platform, to matching concrete material and admixture, to designing and building the model, to carrying out experiments of temperature field and stress performance, and analysis of finite element, some research work have been done as follows : 1

    本文針對「輕質高強預應力混凝土平臺的研究」這一課題，從罐體結構型式的確定，混凝土基本材料及外加劑的選配，模型的設計製作，到模型結構在各種外荷載及溫度荷載作用下的受力性能試驗研究及罐體結構的有限元分析，展開了如下幾個方面的研究： 1
  6. Experimental study on structure of crumb rubber lightweight concrete

    結構用橡膠輕集料混凝土的性能實驗研究
  7. The hydration theory and the structure forming of hplc are analyzed through xrd, sem, edxa, and the analysis of pore structure, micro hardness. the model of the interface structure between lightweight aggregate and harden cement paste is divided into 4steps, which are penetrating, hydrating and hardening, diffusing of moisture and ion, forming of optimal interface structure, and the ideal structure model of lightweight aggregate is built

    採用xrd 、 sem 、 edxa 、孔結構分析與顯微硬度技術分析了高性能輕集料混凝土的水化硬化機理及結構形成過程，把輕集料與水泥石之間界面結構形成過程分為滲透、水化硬化、水分遷移與離子擴散、界面結構優化四個階段，提出了輕集料與水泥石之間的界面結構模型和高性能輕集料的理想結構模型。
  8. Combined with the real example of monitoring pressure on the supporting system in the long span underground space of dk7 + 692 section at jiao - xin line of chongqing light railway, it is set forth the methods about choosing the support system and its parameter, digging methods of underground space, measuring and testing methods for the stress of the support system ; the testing results and variation pattern were analyzed for the stress of the initial supporting i - steel axial stress of bolt, stress of shot - concrete, supporting pressure of temporary i - steel and stress of steel of the second lining, then, the reason for deformation of the support system induced by sharp increase of i - steel was determined

    摘要結合重慶市輕軌較新線大坪車站大跨度地下空間dk7 + 692斷面施工支護體應力監測的工程實例，闡述了該大跨度地下空間支護結構的參數選擇、地下空間的開挖方法、支護體結構的應力量測方法及測試手段；分析了支護體初期支護工字鋼拱應力、錨桿軸力、噴射混凝土內應力、臨時工字鋼支撐應力、二次襯砌鋼筋應力等測試結果和變化規律；確定了工字鋼拱應力急劇增大而可能引起支護體系失穩的原因。
  9. Lightweight aggregates for structural concrete

    結構混凝土用輕質集料
  10. Technical specification for lightweight aggregate concrete structures

    輕骨料混凝土結構技術規程
  11. 1 2 3 specification for design of lightweight aggregate concrete structures

    輕骨料混凝土結構設計規程
  12. Determination of the dry density of lightweight aggregate concrete with open structure

    敞形結構輕集料混凝土的干密度測定
  13. Present methods generally based on the statistics of earthquake damage, expert experiences, theory analysis and experimental researches have obvious advantages, disadvantages and certain scopes of application ; ( 2 ) different prediction methods should be adopted against different building conditions, sites, intensity and experiences etc to predict earthquake damage of buildings for prospective accuracy, dependability and availability ; ( 3 ) earthquake damage matrix, which is the foundation of earthquake damage prediction, of 7 kinds of building in the urban areas of zhangzhou city under intensity 6 to 9 has been set up. the damage conditions of different buildings under different intensity are as followings : all kinds of structures are basically intact under intensity 6 ; the reinforced concrete structures are basically intact under intensity 7, but other kinds of structures are destroyed slightly ; the reinforced concrete structures are still basically intact while other kinds of structures are destroyed intermediately under intensity 8 ; the reinforced concrete structures are destroyed slightly, single - story factories and open houses are destroyed intermediately and other kinds of structures are destroyed seriously under intensity 9 ; ( 4 ) the results of earthquake damage predicting of buildings embody the damage when earthquake happens in the future. thus, further identifications and reinforcements should be considered to buildings that will be destroyed intermediately or more under the earthquake with 10 % exceeding probability in future 50 years ; ( 5 ) the direct economic losses caused by damage of buildings resting with the area, structural type, intensity and damage of all kinds of buildings are the main part of the losses of the city in an earthquake ; ( 6 ) the direct economic losses increased progressively toward high intensity by 2 or 3 times

    基於上述研究，得出的主要結論有：建築物震害預測是一個模糊的、系統的、復雜的問題，現有的方法很多一般都是以震害統計規律、專家經驗、理論分析和試驗研究為依據，有其自身的優缺點和一定的適用范圍；應針對不同的建築物條件、場地條件、地震強度和已有經驗等，採用不同的預測方法進行建築物震害預測，以使預測結果達到預期的精確性、可靠性和可操作性；建立了漳州市區7類建築物在6度9度地震作用下的震害矩陣，成為指導抗震防災的重要依據，各類結構的震害情況表現為： 6度地震作用下各類建築物基本完好； 7度地震作用下除鋼筋混凝土結構基本完好外其餘以建築輕微破壞為主； 8度地震作用下鋼筋混凝土結構仍以基本完好為主而其餘建築以中等破壞為主； 9度地震作用下鋼筋混凝土結構以輕微破壞為主，單層工業廠房和空曠房屋以中等破壞為主，其餘建築以嚴重破壞為主；建築物的震害預測結果體現了未來地震來臨時的震害程度，在編制漳州市區抗震防災規劃時，對于遭遇50年超越概率10的地震影響發生中等以上破壞的建築物應考慮進行抗震鑒定和加固；由建築物的破壞所造成的直接經濟損失是城市地震經濟損失的主要部分，重慶大學碩士學位論文中文摘要其主要與建築物總面積、結構類型、地震烈度和各類建築物的震害程度有關;不同烈度造成的直接經濟損失按2一3倍向高烈度方向遞增，漳州市區直接經濟損失由6度至9度的比例關系為1 : 2 . 8 : 8 . 6 : 22 . 8 ;遭遇基本地震設防烈度（ 7度）時，漳州市區直接經濟損失約4 . 5億元，無家可歸人員約40000人，且以磚木結構和多層磚混結構的震害損失最大;地震造成的人員傷亡主要與建築物倒塌及嚴重破壞的程度和總面積以及震時的建築物室內人數密切相關，地震時無家可歸人員主要與住宅倒塌、嚴重破壞及中等破壞的程度和總面積以及城市人均居住面積密切相關。
  14. With the study of the ability of unbounded ppc structure and the development of materials of unbounded ppc and the technique of light jack, the advantage of unbounded ppc structure has been widely recognized

    隨著對無粘結預應力結構性能的研究，無粘結材料供應充足和輕型張拉千斤頂技術的發展，以及無粘結預應力樓蓋在高層建築結構中的普及，無粘結預應力混凝土結構的優點已得到廣泛的認可。
  15. Steel - structured residential housing is environment - friendly and meets the requirement for a sustained development. furthermore, it ' s easier for the process of industrialization, production standardization, and installation. there are less wet operation and pollution on the construction site, which is conducive to environment protection

    鋼結構住宅是環保型住宅，符合可持續發展要求，具有便於組織工業化、標準化生產，安裝方便，施工現場濕作業少，污染小，符合環保建築施工的要求，建造速度快（工期可縮短1 / 2到1 / 3 ） ，平面布局靈活，凈使用面積大（提高5 8 % ） ，自重輕（約為混凝土結構的1 / 2 3 / 5 ） ，綜合造價低等優點，是我國推進住宅產業現代化的較理想的住宅建築體系。
  16. 5. the formulae that the lately issued code for design of concrete structures gb50010 - 2002 offered are applicable for design of staggered joints, considering joints failure not serous and the difference very little between calculative values and experimental values of staggered joints

    考慮到梁中縱筋配筋偏低，節點破壞輕微，節點抗剪承載力計算值與實驗值相差很小，故可認為新頒布的《混凝土結構設計規范gb50010 - 2002 》給出的公式仍可用於錯層節點的計算。
  17. Compared with steel structure, preflex composite structure has the advantages of not only saving steel but also being able to strengthen rigidity of structure members and the whole structure. in addition it has better characteristics in fireproof and antirust. compared with reinforced concrete structure, it has a lighter structure weight, higher strength, higher bearing capacity and better ductility as well

    與鋼結構相比，它不但節省鋼材，而且能夠增強構件及建築物的剛度，防火和防銹性能好；與鋼筋混凝土結構相比，它不但重量較輕，而且具有較高的強度、承載力和良好的延性，能充分發揮鋼和混凝土兩種不同材料的受拉受壓特性。
  18. As a new structural engineering material, continuous carbon fiber sheet ( cfs ) has many advantages of excellent mechanical properties, such as high intension, convenience in use, low weight, non - dimensional increase, and immunity to corrosion, etc. in recent years, it has been put into use in the strengthening of reinforced concrete

    碳纖維布（ cfs ）作為一種具有良好力學性能的新材料，它具有抗拉強度高、重量輕、抗腐蝕、抗疲勞等優點，在鋼筋混凝土結構加固領域的應用越來越廣泛。近十幾年來，人們對用cfs進行鋼筋混凝土結構加固進行了大量研究，集中於利用cfs加固梁、柱、板等結構，證明了其具有很高的推廣價值和巨大的社會經濟效益。
  19. Eurocode 2 : design of concrete structures. general rules. lightweight aggregate concrete with closed structure together with united kingdom national application document

    歐洲規程2 :混凝土結構的設計.總則.密封結構的輕重聚集混凝土
  20. Fiber reinforced polymer ( frp ) tendon, a new advanced composite material, has many advantages such as lightweight, high strength, corrosive resistance, fatigue resistance, and so on 。 frp tendons can do well with the corrosive problem of reinforcing steel bar in the concrect structure

    纖維增強塑料筋（ frp ）是一種新型復合材料，具有輕質、高強、耐腐蝕、耐疲勞等許多優點。 frp能夠很好的解決現在混凝土結構中鋼筋銹蝕的問題，是較為理想的預應力材料。
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