現澆結構 的英文怎麼說

中文拼音 [xiànjiāojiēgòu]
現澆結構 英文
cast-in-situ concrete structure
  • 現 : Ⅰ名詞1 （現在; 此刻） present; now; current; existing 2 （現款） cash; ready money Ⅱ副詞（臨時; ...
  • 澆 : 澆名詞（姓氏） a surname
  • 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...
  • 結構 : 1 （各組成部分的搭配形式） structure; composition; construction; formation; constitution; fabric;...
  1. 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。
  2. From above analysis, it is proved that, because the internal force distribution of cast - in - situ concrete hollow floor is notably different to that of waffle slabs, designed as grillage beams and reinforced by these results, the technical advantage of this structure may not be exerted sufficiently so that leading to the increase of reinforcement

    通過以上分析證實，由於現澆空心樓蓋的與肋梁樓蓋具有顯著不同的內力分佈規律，現澆空心板按梁格進行計算並配筋，將不能充分發揮該結構的技術優勢，導致配筋量的增加。
  3. On basis of the development of modern control technology and apply of the network technology and locale bus - mastering technology ， the paper analyzes the essential element of slab caster system : casting speed ; expatiates in detail on the network structure and communication protocol of ethernet and profibus - dp ; mainly describes the forms of control system configuration ， the function and features of its software and hardware designs ; also, introduces mainly control function of control system, for example ， sequence control, tracking system and operation and monitor function etc. and analyzed and settled the problems of control system in debugging and producing

    根據傳統的控制系統存在的一些不完善的問題，基於現代控制技術的發展、網路技術以及現場總線技術的應用，從多方面考慮，決定控制層採用siemens的s7 - 400plc ，現場採用遠程i / o單元，很好的解決了信號量大而又分散的問題。針對生產工藝和機械設備的控制要求，設計了齊全的操作模式和方式，分析了板坯連鑄系統的基本要素：拉矯速度（澆鑄速度） ；根據控制功能的分配及實現，主要說明了plc控制系統的組織結構形式，系統的軟硬體設計的功能和特點。
  4. The computing model is optimized according to the model board trolley installation form and the concrete pouring process

    根據現場測量時模板臺車的結構安裝形式和混凝土澆注的施工步驟，反復修整完善計算模型。
  5. Firstly, for the system of moulding board and support frame in construction the side pressure and screws are analyzed. the material and structure form of support frame are discussed. the design of support frame uses the method of limited state, and also it analyses the integer stability, part stability, and single stability, and then proposes the load analysis of multi - level support frame

    首先，針對轉換層梁模體系及支撐架施工，重點分析了轉換層結構現澆混凝土對模板側壓力值及模板對拉螺桿的計算；討論了轉換層支撐體系的形式及構造，詳細論述了基於極限狀態設計的支撐架計算方法，包括縱橫向水平桿的強度驗算、立桿的整體穩定性、局部穩定性、單肢桿件穩定性等驗算，並提出了多層支撐架的施工荷載計算方法。
  6. The method for design thin - wall core box cast - in - site concrete hollow floor using common structural computing software is put forward and the scale for the magnifying stiffness coefficient of the spandrel beam and middle beam is discussed

    5 、提出了採用常用的結構計算軟體計算薄壁箱體現澆混凝土空心樓蓋設計的方法，提出了邊梁和中梁剛度放大系數的建議。
  7. Concrete structural member in the work ( excluding lintel for window & door ) shall be cast on site with strength of c40

    2本工程鋼筋混凝土結構構件（除門窗過梁外）均為現場澆搗，混凝土強度等級均為c40 。
  8. With the increase of the number of large - span large - area and large - space buildings in cities, temperature cracks of cast - in - place slab with large - area draw more and more public attentions. this problem has become a difficult nut in the engineering practice

    隨著大柱網、大空間結構形式的各種公共建築和工業廠房的不斷涌現，大面積現澆樓蓋結構也得到了日益廣泛的應用，而其裂縫引起的質量問題更是越來越受到各方面的重視，成為實際工程中急需解決的難題。
  9. The voltage transformer is fully enclosed type the iron core is piled up of the cold roll silicon steel sheet. the iron core, primary and secondary windings are casting resin by advanced vacuum carting equipment. it has a good ability of antipollution and moisture proof. the secondary outlet is wrapped by outlet box with three exits with different directions. it, s convenient. it can prevent from stealing electricity

    本系列電壓互感器為全封閉式結構，鐵芯採用優質冷軋硅鋼片繞制，並經嚴格的熱處理，鐵芯與一次繞組和二次繞組一起以先進的真空澆注工藝用環氧樹脂澆注成型，互感器耐污穢，耐潮濕性能好二次出線端子有出線端子盒，端子盒有三個不同出線方向接線方便，並可實現防竊電措施。
  10. Cast - in situ concrete slab column structureokok. org

    現澆板柱結構
  11. Technical specification for cast - in - situ concrete hollow floor structure

    現澆混凝土空心樓蓋結構技術規程
  12. Cast - in - situ concrete hollow floor structure has been widely used all over the country

    現澆混凝土空心樓蓋結構在我國已得到廣泛應用。
  13. Cast - in - site concrete hollow floor has been used widely in china. but its design method is not very mature

    現澆混凝土空心樓蓋是一種新型結構，在我國已得到廣泛的應用，但它的設計計算方法還很不成熟。
  14. Combined with one of the important supporting projects of constructive hall of hunan province, the main contents of this paper are introduced below : based on summing - up the developing situation of cast - in - situ concrete hollow floor technology all over the country, current design methods are introduced

    結合湖南省建設廳重點資助項目進行研究，本文的主要內容如下:在總結了現澆空心樓蓋技術在全國各地的發展概況的基礎上，介紹了該樓蓋結構現階段的設計方法。
  15. Concrete structure of prestressed composite slab surmounts shortcoming of the traditional slab, has the merits of cast - in - site structure and assemble structure, such as larger integer rigidity, preferable anti - seismic property, lower material consumption and cost, shorter construction period, and simple construction technology. the structure can be applied to high - rise and popularized in engineering construction

    混凝土疊合樓蓋結構克服了傳統樓蓋的不足，兼有現澆和裝配式結構之特點，具有整體剛度大、抗震性能好、節省材料、降低造價、縮短工期、施工方便等優點，能在多、高層建築中使用，可在工程建設中廣泛投入應用。
  16. According to the structural style and the characteristic of the continuous box - girder of xiamen dadeng bridge, the paper introduced detailedly how to construct the approach bridge contiunuously with the simply homemade moving scaffold construction thechnology under the condition of limited date and great project

    摘要結合廈門大嶝橋連續箱梁的結構型式和工程特點，詳細介紹了引橋現澆箱梁在工期緊、工程量大的特殊條件下，採用自製簡便式移動支架連續施工的工藝過程。
  17. Causes analysis and treatment of the cracks in cast - in - site concrete structures

    混凝土現澆結構裂縫的原因分析和處理
  18. In the third chapter, statistics analysis and investigation of defeats in cast - in - situ concrete structure

    第三章是對現澆結構工程外觀質量缺陷的統計調查與分析。
  19. In the forth chapter, statistics analysis and investigation of section dimension deviations in cast - in - site concrect structure

    第四章是對現澆結構工程截面尺寸偏差的統計調查與分析。
  20. The results from this paper show that defeats in cast - in - situ concrete structure yield with the possion distribution, the parameters are estimated. in the last, the causes of quality problems are analized and the suggestions are gived as well

    通過現場實際調查，發現混凝土現澆結構工程的外觀質量缺陷服從possion分佈，參數值為0 . 2左右；最後對混凝土結構的外觀質量改進提出了建議。
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