混凝土基礎板 的英文怎麼說

中文拼音 [húnníngchǔbǎn]
混凝土基礎板 英文
concrete base slab
  • : 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
  • : 名詞(墊在房屋柱子底下的石頭) plinth
  • : Ⅰ名詞1 (片狀硬物體) board; plank; plate 2 (專指店鋪的門板) shutter 3 [音樂] (打拍子的樂器) ...
  • 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. 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。
  2. Considering the special structure of multi - ribbed slab, founding diphase body mechanical model of compound material, strengthening rib beam and rib pillar by equivalent volume ratio of concrete and slice brick, the paper drew elastic compution constant and shear constant. based on the things, the paper simplified isotropy compution model to wall, gave practical design formula of elastic mold and shear mold, provided necessary parameter for practical design formula of elastic rigidity. finally the calculating results agree well with the text results

    結合密肋復合墻的特殊構造,建立墻的復合材料二相體力學模型,按照與砌塊體積比不變原則對肋梁肋柱同時加強,得出墻的彈性計算常數及剪切常數,在此上,進一步將墻簡化為各向同性的計算模型,給出墻彈性模量及剪切模量實用計算公式,為密肋復合墻的實用彈性剛度計算公式提供必要的參數。
  3. Study on the characteristic of piezoceramic actuator is an important step in the studying of undamaged - inspection process based on piezoceramic actuator technology. this thesis firstly dwells on the sample model of piezoceramic actuator under the restriction of concrete. through theory and experimentation analysis, we arrives at a conclusion that the vibration behavior of piezoceramic actuator belongs to that of the thin plate

    本文著重研究了在約束條件下壓電陶瓷片的樣本模型,在此上通過理論探討和實驗現象分析,認為埋置於中的壓電陶瓷片是符合彈性力學中克希霍夫有關薄理論的假設,是屬于薄振動問題,並確定了其邊界約束條件。
  4. It also analyzed the whole stress of the ribbed shell structure under the explosive load. the analytic result keeps well with that of the dynamic response of 6. 8kg tnt. it shows that this analytic method in this paper is feasible for the design and inspection of cave depot of single aircraft

    通過理論計算與6 . 8kgtnt裝藥爆炸時的動力響應實測比較,兩者數值吻合很好,表明本文計算分析方法是可行的。為鋼-拱型復合結構的設計與檢驗提供了理論,為飛機單機掩蔽庫工程的設計檢驗提供了一條可行的計算分析方法。
  5. Because of its resistance to electrochemical erosion, low manpower demand for application and minimal changes in geometrical dimensions of the member, the method has been found to be economical and efficient for application, based on the previous work, we designed and conducted experiments of 10 reinforced concrete ( rc ) slabs strengthened with the common carbon fiber reinforced plastic ( cfrp ) ; and investigated the effect, failure mechanism and theory

    由於具有耐腐蝕、施工簡便快捷、幾乎不改變構件原有尺寸等特點,得到廣泛的應用,具有良好的經濟效益。在前人的工作上,我們設計、試驗了10採用碳纖維布加固的鋼筋單向,探討了加固單向的加固效果和理論分析方法。
  6. A brief introduction is given to the treatment of the zeya dam foundation, principles of seepage control and design of the concrete face rockfill dam of the zeya reservoir. as for the excavation of the sand - gravel zones, except the toe slab and its 1 / 9 bottom width down stream, the alluvial layers are excavated to the micro - weathered rocks, while the other sections remain unexcavated. regarding to the treatment of the fracture zones, concrete filling is used for the toe slabs and semi - permeable materials are used for other section. according to the construction characteristics, a filter is placed in the down stream embankment foot. to improve the integrity of the dam foundation and anti - seepage capability consolidation grouting and curtain grouting are adopted. as a result safety, economic benefit, convenience in construction and good performace are achieved

    簡要論述澤雅水庫面堆石壩壩處理和防滲的原則及設計要點.趾和堆石體各區砂礫石開挖,除趾與其下游1 / 9底寬范圍以及壩腳挖除沖積層至弱風化(局部微風化)巖外,其餘部分均予以保留.斷層破碎帶處理,趾部位採用塞,其它部位採用半透水料置換,並根據本工程特點在下游壩腳加設了反濾層.為提高壩的整體性和防滲性能,對趾進行了固結和帷幕灌漿.達到了安全、經濟、便於施工的目的,運行情況良好,可為面堆石壩的設計和研究提供參考與借鑒
  7. This paper presents the experimental results of typical elements of field works such as reinforced concrete beams, fiber glass reinforced plastic honeycomb sandwich plates, flexible covers ; examines the interrelationship of the loads and deformation under the condition of large deformation ; obtains the laws governing the interaction of the medium and the structure ; solves the design and calculation problems related to shallow buried structures in soil

    本文在對大量試驗資料進行整理和作了大量分析計算的上,選取了野戰工事中有代表性的構件即鋼筋梁,玻璃鋼蜂窩夾層梁式和帆布被復作為研究對象進行試驗研究。深刻地考察了大變形條件下荷載和變形之間的內在關系,進而掌握了介質與結構相互作用的規律,較好地解決了中淺埋結構的設計計算問題。
  8. Variation of punching shear capacity of slabs and footings with concrete strength

    沖切承載力隨強度的變化
  9. 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,在浙江大學工程結構試驗室原有的加載設備的上,分別採用在扇形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構件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構件在不同彎扭比的組合作用下的試驗研究。
  10. 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,水泥地,塗覆油漆鋼墻,平層屋頂。
  11. Based on the analysis result, an experimental system was established using 5 special concrete embedment strain sensors at a highway, and the experiments were carried on

    在此分析的上,建立了實測移動車載下的路面底拉應變響應的方法,並用5個特殊的埋入式應變傳感器在高速公路上建立了實測試驗環境進行實測試驗。
  12. With the extensive application of composite structures, the behavior of composite actionbetween concrete floor and steel beams has become an attractive area for research. consideringthis kind of combination function, the frame should be designed according to steel - concretecomposite frames, and the working behavior of its beam - column connections is the basis ofanalytic foundation of such frames

    隨著組合結構的廣泛應用,考慮鋼筋和鋼梁之間的組合作用也正成為人們越來越關注的研究課題,考慮這種組合作用后,框架應該按鋼-組合框架進行分析設計,其樑柱連接節點半剛性工作性能的分析是這種組合鋼框架結構分析的
  13. By means of inquisition, the paper analyzes the causes of cement concrete pavement damage in earlier period, divides its damage into stages and analyzes the damage mechanism in theory, then puts forward relevant countermeasure for all stages. on base of these, by studying large quantity of experiments indoors combined testing road, the technique of pressing mortar under cement concrete plank and changing pavement plank, the material used to quickly repair pavement and system for draining off water are analyzed and researched in detail from principle to craft. at same tune, all kinds of repairing material and technique adaptable to cement concrete pavement are put forward

    本文通過對水泥路面破損的調查,分析了造成水泥路面早期破損的原因;劃分了水泥破壞階段,對不同階段的破壞機理進行了理論分析,並相應的提出了各階段的維修養護對策;在此上,通過大量的室內試驗並結合試驗路的研究,重點對水泥底壓漿技術、水泥路面的換技術、水泥路面的快速修補材料以及對水泥路面的排水系統從技術、原理到材料工藝進行了詳細研究和理論分析,提出了適應各種水泥路面破壞的修補材料和修補技術;最後本文還對修築水泥路面提出了具有指導性的建議。
  14. On the basis of investigation and analysis, the author, directed against such diseases in cement concrete pavement as rupture, hollow, crack and mud - pumping, presents the measures of replacing the whole slab and filling slurry

    在調查分析的上,針對舊水泥路面的斷裂、脫空、裂縫和唧泥等病害,提出了整更換或壓漿灌入等方法。
  15. On the basis of relative researches in the world, according to the study status of steel - concrete composite slab, which would be widely used in modern bridge, modified equivalent inflexibility of steel - concrete composite slab was deduced by use of conversion section principle in this paper ; based in this, this paper put forwards the theory of ultimate flexural capacity of steel - concrete composite slab in consideration of slip effect, and introduces the practical simplified method for calculating flexural deformation of steel - concrete composite slab in consideration of the effect of steel studs and welded wire, and conclude that the methods in this paper is veracious and reliable, comparing with the traditional calculating mode ; morever, this paper put forwards the calculating theory and program of the effect analysis of creep and shrinkage to steel - concrete composite slab, using conversion elastic modulus principle, and testifies that the theory is right and the program is reliable and practical

    本文在國內外研究成果的上,針對壓型鋼組合結構在現代橋梁建設中廣泛應用前景和研究現狀,利用換算截面法導出了壓型鋼組合結構的修正等效慣性矩;在此上,又推出了考慮壓型鋼之間的相對粘結滑移影響的壓型鋼組合結構極限抗彎承載能力計算理論,並介紹了考慮栓釘、聯結件影響的壓型鋼組合結構簡化實用撓曲變形計算公式,而且通過與傳統計算理論的分析比較,表明本文提出的計算理論公式的準確可靠性;此外,採用換算彈性模量比法著重提出了壓型鋼組合結構的徐變、收縮效應分析的計算理論和程序,並通過實例分析計算證明了理論的正確性、程序的可靠性和實用性。
  16. The cracking in the foundation of tianduo garden building

    計算分析施工期大型的開裂
  17. In civil engineering, composite slabs with shaped steel, steel sheet and concrete are usually recognized as thin plates. based on classic thin plate theory, the author studied the load - carrying capacity and design methods of this structure

    木工程中的型鋼和壓型鋼組合一般都屬于薄,本文以薄理論為,來研究型鋼和壓型鋼組合的受力性能和設計方法。
  18. 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路面建設大省的經驗,總結了國內外水泥路面的研究成果,從面層選材、層類型與排水等方面都作了詳細論證,從理論上解決了面薄、弱、排水差等問題。本文對貧層水泥路面的設計方法也進行了有益的探索。
  19. According to the mechanism of yield line and the analysis of the engineering calculating result, the formulation of design, application and numerical computing method about the r. c. two way slabs have been put forward

    在探討鋼筋雙向的屈服機理和分析工程數據的上,對鋼筋雙向的工程設計、應用和數值計算方法提出了一些新的設想。
  20. On the basis of the characteristics of this new style of flat - plate floor, analyzing its basic mechanical behavior, researching on its sound calculating model and calculating method are of great importance to proceed the designing, ensure the safety of structure, spread the application of this new style of flat - plate floor

    本文以現澆鋼筋空心無梁樓蓋的特點為,分析它的本力學性能,探索合理的計算模式和設計方法,對正確進行設計、保障結構的安全使用、進一步推廣它的應用,有非常重要的意義。
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