混凝土構件 的英文怎麼說

中文拼音 [húnnínggòujiàn]
混凝土構件 英文
concrete component
  • : 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 (構造; 組合) construct; form; compose 2 (結成) fabricate; make up 3 (建造; 架屋) bui...
  • : Ⅰ量詞(用於個體事物) piece; article; item Ⅱ名詞1. (指可以一一計算的事物) 2. (文件) letter; correspondence; paper; document
  • 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. Jzc series concrete mixer is gravity type twin - prick reversed discharging mixer. stirring roller is driven by geared ring, and it will stir deasil and discharge reversely, and can stir plastic, damp dry and hard concrete, fit for common building site, road, bridge project and different concrete component factory

    Jzc系列攪拌機系自落式雙錐反轉出料攪拌機,攪拌筒由圈傳動,工作時正轉攪拌,反轉出料,可攪拌塑性和半干硬性,適用於一般建築工地道路橋梁工程及各種混凝土構件廠。
  2. In addition to, the fatigue crack between web and upper flange of welded steel crane beam on heavy duty service was discussed, and based on long - term observation and research, the author classified fatigue crack into bearing type and middle type crack along the horizontal direction. the causation, distributive law and mechanism of the crack were analyzed, and the precautions to take and the measures to remedy crack were presented. the main defacts including damage, crack, erosion and aging in structures, especially in concrete structure were introduced ; the defact mechanism was analyzed and the precautions to take were also given

    另外,作者對重級工作制焊接鋼吊車梁腹板與上翼緣連接焊縫的縱向水平疲勞裂縫進行了長期的觀察和研究,根據疲勞裂縫產生的不同機理,將其分為支點裂縫和肋間裂縫,並討論了兩類裂縫產生的原因、分佈規律、機理以及防治的措施;對工程中經常遇到的結,尤其混凝土構件的幾種主要病害(損傷、裂縫、腐蝕與老化)進行了機理分析並提出了防治措施。
  3. Grout for prestressing tendons. test methods

    預應力鋼筋混凝土構件用泥漿.試驗方法
  4. Estimation method for normal section load - bearing capacity of concrete members subjected to fire

    火災下混凝土構件正截面承載力估算方法
  5. Iterative method for calculating carrying capacity of normal section of reinforced concrete eccentric compression members

    混凝土構件斜截面承載力計算方法的改進
  6. But the autogenous shrinkage of core concrete will be increase with the increase of core concrete strength. the influence of autogenous shrinkage to high strength cfst should be investigated

    但是隨著強度的提高,核心的自收縮值也將增大,的自收縮對鋼管高強混凝土構件產生何種影響有待研究。
  7. Products and systems for the protection and repair of concrete structures - test methods - determination of resistance of capillary absorption ; german version en 13057 : 2002

    混凝土構件的保護和檢修用產品和系統.試驗方法.抗毛
  8. Classe a and class b concrete elements and buckets for gullies ; concrete elements

    A和b類排水溝用的混凝土構件和斗.混凝土構件
  9. The research shows that : 1 ) the ductility of the hsc bending members constructed is much greater than 5 ; 2 ) increasing the vertical links and distribution steel can increase the deflection under ultimate moment ; 3 ) with appropriate compressive bars, vertical links and distribution steel the increase of moment after yield and the decrease of moment under ultimate moment can be ignored, so the ductility of the hsc bending member is much larger ; 3 ) the width / depth ratio of hsc bending member has no obvious effect on the ultimate compressive strain of concrete ; 4 ) the method used here to calculate the deflection is applicable ; 5 ) the location of crack coincides with the location of vertical links and distribution steel ; 6 ) the bending property of the hsc structure under the blast load can meet the demand of protective engineering

    研究表明:本文研究的梁、板的延性比遠大於5 ;增加箍筋(鉤筋、分佈筋)含量,可以提高壓區剝落時的撓度;在適當的受壓筋、箍筋(鉤筋、分佈筋)含量下,可以忽略壓區剝落瞬間的承載力下降,從而大大提高的延性;受彎的寬高比對壓區極限應變的影響不明顯;受彎的裂縫間距受箍筋(鉤筋、分佈筋)的布置影響;文中所用的承載力和變形計算方法是可行的。化爆試驗表明,高強混凝土構件的動載抗彎性能能夠滿足防護結的要求。
  10. It shows that the result of resistance under bending and torsion by this method is almost same as that of experiments. correlate equations of bearing capacity of this structure under complex loads are deduced. four expressions of bearing capacity of this structure under complex loads, which are press, bending and torsion, are deduced in the end

    最後利用軸壓、彎曲和扭轉作用的兩兩組合作用下的極限承載力相關方程,通過適當的簡化處理,就得到偏於安全的離心鋼管混凝土構件在軸壓、彎曲和扭轉三種荷載共同作用下的承載力計算公式。
  11. Finally, a correlative equation about bearing capacity of this structural member under bending and torsion is deduced, which may provide design of such structural members a valuable reference. to imitate centrifugal concrete - filled steel tubes used in real structures, three - dimension models are built up by using finite element method. the resistance performance of this structure under complex loads is studied

    利用三維有限元模擬分析方法對離心鋼管在彎扭組合作用、彎壓組合作用、壓扭組合作用下的彈性應力分佈進行了研究,分析了離心鋼管混凝土構件在組合作用下的工作機理和承載力的相關關系。
  12. Specification for design and construction of cold - drawing wire prestressed concrete members

    冷拔鋼絲預應力混凝土構件設計與施工規程
  13. Thirdly, based on the test results of crc members taken from the field structures, models were built up to predict the strength of crc beam

    再次,基於試驗研究提出了受腐蝕鋼筋混凝土構件極限承載力的預測模型。
  14. This research was also supposed to provide a valuable reference for the construction of 500kv eastern hangzhou transformer substation project. to guarantee the rationality of the torsion and bending load application, a set of experimental equipments was transformed from a traditional one by exerting tangential force on the brim of the fan board and conducting broad - billed roller application. in the actually fulfilled experiments on the capabilities of the members under different ratios of torsion and bending, the equipments proved to be well qualified in load applying to large - tonnage members

    試驗中,為保證扭轉及彎矩荷載施加的合理性,在浙江大學工程結試驗室原有的加載設備的基礎上,分別採用在扇形板邊緣施加切向力和寬軸承滾軸加載的方法,改造並調試出一套可專門用於大噸位施加扭轉荷載及組合作用的試驗設備,並利用這套設備進行了離心鋼管混凝土構件在不同彎扭比的組合作用下的試驗研究。
  15. The high strength concrete filled steel tubular member ( hcfst ) are increasingly applied to civil engineering construction in large quantity because of its super performance., however, the shortage of full knowledge of creep of this member prevents us from further using it correctly and extensively. therefore. it ' s necessary to explore the mechanisms of creep of cfst member and influence of creep on mechanical performance of hcfst member

    鋼管高強組合因其優越的性能日益廣泛地為工程界所應用,然而對這種徐變性質的認識不足卻制約了它的正確使用和推廣應用,因此,深入探究鋼管高強混凝土構件徐變機理、準確計算其徐變值並充分認識徐變對力學性能的影響非常重要。
  16. Standard specification for reinforced autoclaved aerated concrete elements

    增強的熱壓處理過的加氣混凝土構件的標準規范
  17. Partially prestressed concrete structure has been widely used in the field of civil engineering. the deformation is very important for prestressed concrete members, for they are thinner than those of reinforced concret owe to the adoption of hign - intension material and developed technic of design and construction. at present, there are some formulae for deformation in the criterion of many countries. mostly there are 3 methods in use : double linearity method, method of valid inertia and curvature integral calculus method. this article will discuss the influence of material, spa, construction form, and adjust the formula for stiffness of gb50010 - 2002 to a new uniform formula for deformation

    木工程領域,部分預應力因其良好的跨越能力和經濟性而得到了廣泛的應用,並發揮了巨大的作用。由於採用了高強度材料並進一步改善了設計和施工技術,預應力混凝土構件一般比普通鋼筋混凝土構件更為細巧,因此,撓曲變形問題顯得尤為重要起來。目前,各國規范對于部分預應力混凝土構件的變形計算均有相應的公式,變形計算的關鍵是剛度的計算。
  18. At last, according to the result, several influence issue on durable service life prediction are discussed

    最後,根據計算結果討論不同影響因素對氯離子侵蝕環境下鋼筋混凝土構件耐久壽命的影響。
  19. Predicting service life of reinforced concrete component is a problem that need be resolved urgently, since it can be used for reinforced concrete structure durability design, evaluation and maintenance strategies decision

    鋼筋混凝土構件耐久壽命的預測是鋼筋耐久性設計、評估和結維修決策急需解決的問題。
  20. This ship is a non - propelled fixed luffing 500t steel crane vessel. this vessel is mainly used to lift and hookup the concrete components, bridge blocks, mechanical electrical equipments for harbours, bays, quays and jetty

    建港304為非自航固定變幅式500噸鋼質起重船,主要用於中國南海沿海各港灣港口及內河碼頭和堤岸的混凝土構件橋梁機電設備等吊裝工程。
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