澆注混凝土 的英文怎麼說

中文拼音 [jiāozhùhúnníngtǔ]
澆注混凝土 英文
cast concrete
  • 澆 : 澆名詞（姓氏） a surname
  • 注 : Ⅰ動詞1 （灌入） pour; irrigate 2 （集中） concentrate on; fix on; focus on 3 （用文字來解釋字句）...
  • 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
  • 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. The thesis has summarized the development of the oblique - pull bridge, its construction technology and the importance of bridge construction control, then has introduced project general situation, and has narrated detailed regulation, organization construction, the major work and difficult part of this bridge construction control. the following is the key part of this thesis, firstly, it has introduced the experiment work of early stage, structural calculation and its theoretical result : the absolute altitude of each operating mode, the absolute altitude of building mould in each section and the absolute altitude after pouring concrete ; then, it has discussed the method and content of the line shape control of the main beam, actual absolute altitude of building mould is put forward, and it has described the method of structural stress monitoring, how to arrange measure point and collect data, and how to analyze data. it has also narrated the method of rope force detection and structural temperature inspection

    本論文在總結了斜拉橋的發展及其施工工藝，並指出了橋梁施工控制的重要性之後，簡要的介紹了工程概況，敘述了炳草崗金沙江大橋監控細則、組織機構及監控的主要工作和難點部分；論文的核心部分，在介紹了炳草崗金沙江大橋施工控制與監測工作的前期實驗工作和施工各工況標高、各節段支模標高、澆注混凝土后的標高的結構計算和其理論計算結果之後，詳細論述了主梁的標高線形控制方法和內容，實際支模標高的提出，結構應力監控的方法、布點、測讀及其對測讀數據的合理分析方法，索力檢測和結構溫度監測的方法。
  2. According to the multi - areas development strategy, the corporation has expanded its business to engineering and construction of all kinds of civil works, municipal and public works, marine works, dredging and reclamation works as well as manufacture and installation of hydraulic steelworks and electro - mechanical equipment, with the major annual capacity of 150 million m3 in earth and rock works, 15 million m3 in concrete production and placement, 10, 000 mw in installation of generating units, and 150, 000 tons in manufacture and erection of hydraulic steelworks

    根據多元化發展戰略，集團公司的業務范圍除水電工程總承包外，還將業務擴展到各類土木工程、市政工程、海事工程的設計、施工、機械設備和金屬結構製造安裝等，核心競爭力進一步得到擴展和增強，形成了年完成土石方開挖15000萬立方米、混凝土澆注1500萬立方米、發電機組安裝1000萬千瓦、鋼結構製作安裝15萬噸的綜合施工能力。
  3. In the design, the construction measures such as application of shrinkage - compensating concrete, arrangement of spacing layer between the foundation rock and the bottom slab, adding outside waterproof layer, flexible connection between outlet pipe with side - wall, integerated concrete placement of pump seat with bottom slab and design of reinforcement with application of advanced calculation theory are used according to the characteristics of lager span, larger volume and complex loading conditions of the understructure

    針對下部結構跨度大、體積大、受力復雜的特點，在設計中採取多種措施，包括採用補償收縮混凝土、基巖與底板間設隔離層、增設外防水層、出水管與邊墻採用柔性連接、機座與底板整體澆注、採用先進計算理論指導配筋。
  4. Standard test method for compressive strength of concrete cylinders cast in place in cylindrical molds

    在圓柱模型中現場澆注混凝土圓柱體的抗壓強度標準試驗方法
  5. During casting internal and external formwork are conneced together using tie forms, n. 2 bars diam. 15mm every 1. 5 m

    澆注混凝土過程中，內模，外模用穿墻螺栓連接，每1 . 5米設15毫米螺栓2條。
  6. Through analyzing the structure of open caisson, and according to sinking stress principle, the paper introduced in the open caisson construction process sinking, correcting error, survey control as well as peculiar circumstance processing technical measure, such as in open caisson construction the inner - mold for sanding, framework supporting and steel binding, and concrete casting ; in open caisson sinking - control the sand in edge foot inner - mold, sand - pumping sinking, and pressure hydraulic monitor breaking and pressure - blowing sinking by air pressure blower etc

    摘要根據下沉受力原理，分析了沉井結構，介紹了沉井施工過程中的下沉、糾偏、測量控制以及特殊情況處理的技術措施，如沉井製作中的填沙內模，模板支設和鋼筋綁扎，混凝土澆注；沉井下沉控制中的刃腳內模沙土，抽沙泵抽沙下沉，高壓水槍破壓、空壓機吹壓下沉等。
  7. The effect of pouring arch circle to support ' s deformation is studied. the pour sequence of main arch circle is laid down by the principle that support ' s deformation is minimal in the process of pouring concrete

    研究了拱圈澆注對支架變形的影響關系，遵循分段灌注順序應使支架在混凝土灌注過程中變形幅度最小的原則，制定了主拱圈灌注順序。
  8. Used to concrete seam and arbitrarily shape seam in component. in the condition of the expanding being favorable limited, attain satisfied stop - water effect and manage the concrete interstitial leaking. at the same time, it can be also used to shipping and engine etcindustrial equipment

    適用於現場澆注的混凝土施工縫和嵌入構件任意形狀的接縫內，在其膨脹受到良好限制的條件下達到滿意的止水效果，治理混凝土裂縫的漏水，同時也用於船舶、機車等工業設備的防水密封。
  9. It ' s really part of the task of pouring the concrete

    它實際上是「澆注混凝土」任務的一部分。
  10. Continuous concrete placing

    連續澆注混凝土
  11. Cast - in - place concrete

    現場澆注混凝土
  12. Air placed concrete

    氣壓澆注混凝土
  13. After the first casting, the deflection can be checked and modified using shim plates

    第一次澆注混凝土后，撓度可用墊片調整。
  14. Road safety barriers. cast in place concrete separators and walls. special steel accessories

    道路安全隔欄.現場澆注混凝土隔離墩.專用鋼制附件
  15. Road safety barriers. in - situ concrete partition walls and low walls. implantation conditions

    道路安全隔欄.現場澆注混凝土隔離墩和矮墻.安裝條件
  16. Road safety barriers. in - situ concrete partition walls and low walls. specifications and control

    道路安全隔欄.現場澆注混凝土隔離墩和矮墻.規范和檢驗
  17. Expanded polystyrene case - bay fillers for concrete floors with prefabricated binders and dividing floor

    預制梁和現場澆注混凝土樓板斂縫用膨脹聚苯乙烯
  18. The main suspension gallows consist of a steel box beam, sitting on hydraulic jacks that support all the structure during concreting

    主吊架有一鋼箱梁組成，坐落在液壓千斤頂上，在澆注混凝土過程中支撐所有結構。
  19. " in the vault in one section, with concreting lasting at the most 3 and 1 hours respectively. the concrete pumps then deliver quantities of roughly 5 m3 / h.

    澆注混凝土的最長時間分別為3小時和1小時。混凝土泵輸送量約為5立方米/小時
  20. From the main suspension gallows, n. 10 + 10 hanging bars hang the whole structure during concreting or bracket replacing

    在主吊架上，設10 + 10根吊桿，在澆注混凝土和運輸牛腿過程中支撐整個結構。
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