混凝土基礎 的英文怎麼說

中文拼音 [húnníngtǔjīchǔ]
混凝土基礎 英文
concrete bed
  • 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
  • 礎 : 名詞（墊在房屋柱子底下的石頭） plinth
  • 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. Hyperbola model of mgo - mixed concrete ' s autogeny deformation, especially deduce of the model ' s parameter and building process of the model are analyzed in detail. ( 2 ) calculating method of autogeny deformation and creep are discussed. based on these, timely - simulation theory of dam body ' s temperature field stress field and pre - process back - process method are mainly studied

    （ 2 ）對mgo混凝土的自生體積變形及徐變變形的計算方法進行了探討，在此基礎上，重點研究了壩體溫度場和應力場實時模擬的原理以及前後處理方法。
  2. The calculation modes of the coefficient of shrinkage and creep of the bulgy core concrete in steel tube are discussed. based on a few reasonable hypotheses and the stress - strain relation of concrete acquired by the " adjusting valid modulus depending on load time " method, a compact formula is reasoned out, which is applied to calculate the equivalent elastic modulus of the bulgy core concrete considering the affection of shrinkage and creep. so, the analysis of the affection on cfst arch bridge by shrinkage and creep can be progressed by pole - girder fem, further more, the analysis precision is quite high

    本文還對核心膨脹混凝土特殊的收縮、徐變系數計算模式展開了探討，在合理的假設前提下，採用「齡期調整的有效模量法」得到的混凝土的本構關系，推導出鋼管內核心混凝土在考慮徐變影響后的等效彈性模量計算公式，並以此為基礎採用桿系有限元方法來對鋼管混凝土拱橋進行較高精度的收縮徐變分析。
  3. On the basis of investigations into the progressive yield process and the possible failure modes of rcc gravity dams, the quasi - elasticity design limit state of the ctrtical stability criterion is proposed and the real working state of the dams designed according to the ctriterion is discussed. a check formula using the material strength reducing factor as the safety index and a simplified formula similar to against sliding stability fromula are derived. finally, the corresponding design safety factors are given by using fem calculations with various influence parameters to be taken into account

    本文在研究碾壓混凝土重力壩漸進破壞過程和可能失穩方式的基礎上，提出了以準彈性臨界作為穩定臨界準則的設計極限狀態，分析了按該準則設計的大壩的實際工作狀態，導出了以準彈性強度儲備系數為設計安全指標的審查公式以及形式與抗剪斷公式相同的簡化公式，探討了定量計算考慮各種因素影響的相應設計安全系數的合理取值，並與現行規范方法進行了比較
  4. On the basis of collecting and arranging a large amount of projects experience, conbined with construction diversion flood passing measures design and hydraulic model test of lihua hydraulic pawer station in 1995 and 1996, the dissertation studies the issues related with characteristics of concrete face rockfill dam including the selection of construction diversion flood passing standard and measures, flood passing during construction period and embankment stage, coffer dam design, construction scheme and general schedule etc. and present preference for project construction

    本文在搜集整理大量工程經驗的基礎上，結合蓮花水電站在1995年及1996年導流渡汛工程措施設計及水工模型試驗，對混凝土面板堆石壩的導流渡汛標準、導流方式及其選擇、施工期渡汛及壩體填築分期、圍堰設計以及施工方案及總進度等與混凝土面板堆石壩特點有關的問題進行研究，為工程建設提供一定的參考。
  5. It is constructed of steel frame on reinforced concrete foundations and finished with screed floors and painted steel sheet walls under a flat roof

    該物業為鋼結構建築，鋼筋混凝土基礎，水泥地板，塗覆油漆鋼板墻，平層屋頂。
  6. Partial cutting of the wall - corners of a concrete foundation by controlled blasting

    用控制爆破部分切除混凝土基礎墻角
  7. Throughout the world, concrete infrastructure reinforced with steel is waging a losing battle against corrosion

    整個世界正在進行著鋼筋混凝土基礎設施腐蝕損失的斗爭。
  8. Cast - in - place concrete foundation

    灌注混凝土基礎
  9. The research of high performance pavement concrete ( hppc ) is done in two sides. one is mixture design, the other is pavement performance. the mixture design and design flowchart of hppc is given on the base of nc with the consideration of characteristic of both hppc and nc. the grow law, influencing factor and formation mechanism of hppc strength is analisised by perpendicular experiment. in the same, the fatigue equations are set up for hppc and hppc i on the base of fatigue experiment. the fatigue mechanism of hppc is analysised by damage mechanics and fracture mechanics. brittleness, frost resistance and abrasion resistance of hppc is researched with the camparition to nc i. at last, the economic analysis of hppc is done by two kinds of way

    結合高性能混凝土與普通路面混凝土的特點，提出了建立在普通路面混凝土基礎上的高性能路面混凝土配合比設計方法，給出了設計流程；通過正交試驗（強度試驗） ，分析了高性能路面混凝土的強度發展規律、影響因素與形成機理；同時，根據疲勞試驗結果採用雙參數weibull分佈模型分別建立了高性能路面混凝土和高性能路面混凝土（沒有摻加硅粉）疲勞方程，應用損傷力學和斷裂力學，分析了高性能路面混凝土的疲勞機理；並採用了對比分析方法，研究了高性能路面混凝土的脆性、抗凍性和耐磨性等。
  10. Based on the present research productions, load stress and temperature stress of asphalt pavement with lean concrete base are additionally calculated and the influence of correlated factors is analyzed

    在現有研究成果基礎上，補充計算了貧混凝土基層瀝青路面的荷載應力和溫度應力，並分析了各因素的影響。
  11. The air - exhausting system should be set on the roof, add integrate roof exhaust machine room, adopt concrete foundation, install the machine above the dissociate vibration cushion in order to reduce the influence of vibration and noise

    建議排風機組設置在屋頂處，最好增設統一的屋頂排風機房，並且設置混凝土基礎，排風機組安裝在有隔振墊基礎上，以減少振動、噪音對實驗室的影響。
  12. The cracking in the foundation of tianduo garden building

    計算分析施工期大型混凝土基礎底板的開裂
  13. A according installation size of pumps to do beton - base, at the same time bury the bolt beforehand

    1按泵的安裝尺寸做好混凝土基礎，同時預埋好地腳螺栓
  14. In this part, it demonstrates with sufficient argumenls in the aspects of material choice for the surface course, base course style, road drainage, etc. in theory it solves the troubles in the weak surface course, the weak base, the poor road drainage, etc. the thesis also debates on the exploration of constructive technique on the method of design of the cement concrete pavement based on the poor concrete base

    本文首先分析了宣大高速公路交通組成，介紹了我國幾個水泥混凝土路面建設大省的經驗，總結了國內外水泥混凝土路面的研究成果，從面層選材、基層類型與排水等方面都作了詳細論證，從理論上解決了面板薄、基礎弱、排水差等問題。本文對貧混凝土基層水泥混凝土路面的設計方法也進行了有益的探索。
  15. Stability against sliding of large constructions on bedrock usually is controlled by shear strength of concrete - bedrock cement face

    建於巖基之上的大型構築物，其抗滑穩定性受到混凝土基礎與基巖膠結面抗剪強度的控制。
  16. A big technical problem for mass concrete stuctures during pouring is how tocontrol crack expansion

    大體積混凝土基礎在澆灌中的一個重要技術課題是控制裂縫擴展。
  17. Furthermore, the results of laboratory tests, totally 57 small - scale specimens, are presented that it is a much complex process that load being transferred from inserted angle steel to concrete foundation

    3 、本次57個試件的角鋼抗拔試驗表明，作用力從插入角鋼傳到混凝土基礎是一個非常復雜的過程。
  18. Construction technology in winter for a big volume of concrete foundation

    大體積混凝土基礎冬季施工技術
  19. A big technical problem for mass concrete structures during pouring is how to control crack expansion

    大體積混凝土基礎在澆灌中的一個重要技術課題是控制裂縫擴展。
  20. Gpr was applied in the detection and location of underground artificial concrete base at hanyang yuehu and civil air defense at a building site of qingshan in wuhan city

    摘要運用探地雷達對武漢市漢陽區月湖一建築場地下人工混凝土基礎以及青山區某公寓建築場地地下人防工程進行探測定位。
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