concrete pouring 中文意思是什麼
concrete pouring
解釋
混凝土澆築-
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。 -
Adaptability of pouring asphalt concrete core wall for earth - rock in cold region
土石壩澆築式瀝青混凝土心墻在寒區的適用性 -
Technical specification for integral pouring concrete filter floor and adjustable nozzle of air - water washing filter
氣水沖洗濾池整體澆築濾板可調式濾頭技術規程 -
These physical and chemical couplings lead to a very complex transient process during the concrete pouring
由於這些物理，化學因素的耦合作用，使混凝土施工過程成為一個十分復雜的時變過程。 -
Concrete pouring at bridge c2 construction of cast insitu bridge
2橋之混凝土傾灌工程 -
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。 -
Covered in concrete pouring water conservation should be carried out after the 12h
覆蓋澆水養護應在混凝土澆築完畢后的12h內進行 -
Abstract : in this paper, designs for foundation pit drainage, concrete pouring as well as side wall form, etc in shaft well construction are discussed
文摘:介紹了豎井施工中有關基坑排水、混凝土澆築以及側壁模板等設計問題。 -
The construction techniques for as - cast - finish concrete wall of units no. 15 - no. 18 in right bank powerhouse of three - gorges project was introduced, including measurement mark testing, sheathing board construction, steel bar construction, concrete pouring, and so on
摘要從測量標識測設、模板施工、鋼筋施工、混凝土澆築等幾個方面介紹了三峽右岸電站廠房15 ~ 18號機組主廠房墻體清水混凝土墻施工技術。 -
Fabrication of the box beam is divided into such parts as reinforcement, formwork, concreting, prestressing, moving and storing of beam, pipe grouting under pressure, end sealing of the beam, water - proof layer on the bridge surface system, protective coating etc. the paper makes description of effective box beam construction technology and workmanship which can be adopted in other projects, such technologies as : manufacturing and fixing of reinforcement, steel reinforcement fixing baseplate, web plate and top plate respectively and lifting the steel skeleton into form, requirements of design and manufacturing and way of utilization for dismantling - erection type formwork and hydraulic formwork, optimization of concrete ratio, concrete pouring process of two ends of beam in priority over the middle, in sequence of first baseplate followed by web plate and top plate at last, concrete pouring in inclined section and in horizontal layer, concrete vibration mainly by external vibrator in assistance with internal vibrator, methods and regulation for steam curing of concrete, dual controls over stress and strain to ensure quality of prestressing workmanship, construction method of effective beam moving by heavy - weight special moving facility, some regulations and key notes about construction of grouting under pressure, beam ends sealing, water - proof layer on the bridge surface system, protective coating
箱梁製造由鋼筋工程、模板工程、混凝土工程、預應力工程、移存梁工程、孔道壓漿工程、梁體封端工程、橋面防水層和保護層工程等施工環節組成。文中介紹的採用胎具製作和綁扎鋼筋，分底腹板和頂板分別綁扎並吊裝鋼筋骨架入模；拆裝式和液壓式兩種模板的設計、製作要求和使用方法；綜合考慮、優化混凝土配合比，混凝土灌注從兩端至中間、先底板、后腹板、再頂板的施工順序和斜向分段、腹板水平分層、附著式振搗為主、插入式搗固為輔的施工工藝，蒸汽養護的方法和規定；應力應變雙控制確保預應力施工質量的施工技術；採用重物移運器有效移梁的施工方法；壓漿、封端、橋面防水層和保護層施工的一些規定和注意事項等都是對箱梁製造行之有效的施工技術和施工方法，並可為以後類似施工作借鑒。 -
Analysis on usual accidents in underwater concrete pouring and its countermeasures
水下混凝土灌注常見事故分析及處理措施探討 -
In order to simulate the construction process and the effect of concrete pouring temperature and outside temperature on temperature field and thermal stress field in the dam, temperature field and thermal stress field are calculated layer by layer. the calculation step during construction is 0. 25 day, and during operation the diffusion of hydration heat of concrete is over and elastic modulus is basically stable, changeable step is used
為了研究施工進度、混凝土澆築溫度、外界溫度對壩體溫度場和應力場的影響，按碾壓混凝土施工方法每澆築一層（層厚0 . 3m ，澆築時間6小時）計算一次溫度場和應力場，這樣，施工期計算步長為0 . 25天，運行期因混凝土水化發熱已結束，且彈模基本穩定，故採用變步長計算。 -
The paper is primarily concerned with the self - study measure of the intelligent system. it discusses the establishment of the fussy study in the concrete pouring and the real - time design with the credibility besides theory analysis, the concrete realization of the experiment system is discussed and the experiment result is analyzed
本論文主要研究了智能計量系統的自學習功能和測量方案：研究了如何基於混凝土泵送技術，運用模糊自學習理論，設計一個具有可靠測量、實時計量的智能系統。並實現該系統的實驗與應用，且對實驗結果進行了具體的分析。 -
In light of the simulative research results, three methods are applied to analyze some controversial problems in this kind of structural system ( such as the concrete pouring sequence of continuous ends, the applying sequence of pretensioned force, the removal of the temporary supports, the concrete pouring style of continuous ends, the optimization of constructional reinforcement and prestressed reinforcement ). some important conclusions are drawn : the concrete pouring sequence of continuous ends should be in accordance with the principle of " interval end " ; the removal of temporary supports is also on this principle ( opposite to traditional opinions ). at the same time, other problems such as the shrinkage and creep effects of concrete, the c racking and failure pattern, the optimization of reinforced bars and prestressed bars are also analyzed in detail
在此基礎上，對于目前先簡支后連續結構體系中存在的一些有爭議的問題（如后連續端部澆築和后連續預應力張拉的順序、體系轉換中的臨時支座拆除順序、后連續端部澆築方式、后連續端部的預應力筋及普通鋼筋的優化等） ，我們分別運用三種方法進行了細致的模擬分析、研究，並得出了一些具有重要工程意義的結論：后連續端部的澆築順序和后連續預應力張拉的「隔跨」原則，臨時支座拆除的「隔跨」原則（此前人們一直認為「對稱澆注和對稱張拉」是最為合理的施工工序） ，混凝土的收縮、徐變對先簡支后連續結構體系的影響一般較小等。 -
Transient temperature field comes from changes of boundary conditions and the heat which is produced by the concrete chemical reactions with the water during the mass concrete pouring
由於混凝土澆灌時產生的水化熱和澆築過程中熱邊界條件變化而產生瞬態溫度場，這種溫度場對結構施加時變溫度載荷。 -
Construction at bridge c concrete pouring at bridge c2
2橋之混凝土傾灌工程 -
Application of superfluid concrete pouring pile and paied questions
深水鉆孔樁基礎施工技術 -
Main tower - pile cap construction concrete pouring - the 2nd day
主塔樁帽-混凝土灌注中第二天 -
Main tower - pile cap construction concrete pouring - the 1st day
主塔樁帽-混凝土灌注中第一天 -
Based on the common - purpose flat of ansys, the macro file, which can simulate the concrete pouring, is compiled in this paper by using ansys parametric design language ( apdl ) and many internal functions of ansys
本文的工作就是在ansys程序的通用平臺上，通過ansys參數設計語言（ apdl ）以及多種ansys內部函數，編制能實現混凝土施工模擬的宏，在這個宏的控制下，由ansys程序進行施工模擬。
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