灌漿工序 的英文怎麼說
中文拼音 [guànjiānggōngxù]
灌漿工序
英文
grouting procedure-
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。In the paper, according to the basical theory of the grouting, the mechanics of the rock mass and the elasticity mechanics, the model of the grouting simulation and compution has been built, and the available arithmetic of the simulation and compution has been already established, and the computing program which were used to simulate and compute thegrouting engineering has been setup. in the paper, an available method of simulating and computing the grouting engineering has been supported from the model to the arithmetic, then to the compution program
本論文依據灌漿理論、巖體力學和理論力學的基本理論，建立了灌漿模擬計算的基本模型，確立了一套可行的計算演算法，開發了模擬計算的計算程序，為灌漿工程的計算機模擬計算提供了從模型到演算法再到計算程序的一種確實可行的計算方法，對灌漿模擬計算的理論進行了初步的研究。For checking the availability and rational of the computing program, the grouting test in - situ of the xiluodu hydroelectric project were simulated and computed, and also simulated the next conditions which the result of the grouting test will be used in
為檢驗所編程序的合理性和適用性，對溪洛渡工程的現場固結灌漿試驗進行了模擬計算，並對灌漿試驗成果將來運用情況進行了補充模擬計算。According to several engineering examples, this paper has probed and contrasted quantitatively the effect of chemical grouting. based on longyang canyon and lijia canyon, the author has concluded that chemical grouting attained satisfactory effect on strengthening fault so long as choose suitable grout ratio. based on wanjiazhai engineering ^ the author has assayed the cause that the effect was n ' t reasonable, that has the order before grouting and quantity during grouting etc. therefore, some reasonable proposals have been tabled in relations to the grouting methods and quantity methods
針對龍羊峽、李家峽兩個工程實例的對比研究得到結論，只要選擇合適的漿液配比，化學灌漿對斷層破碎帶的加固是可以取得令人滿意的效果的；針對萬家寨工程的研究，對其效果不理想的情況，分析了其出現的原因主要可能是由於其灌漿前處理進行的順序及施工質量等，進而對以後的灌漿方法、施工方法等做一些合理化建議。In this paper the computing program which can simulate the grouting test on the computer has been setup by using she theory of the simulation and computation. and more real available information to the grouting construction can be supplied by using the result of this simulation and the result of the grouting test
本論文試圖運用工程模擬模擬理論編制計算程序，在計算機上實現對灌漿過程、灌漿成果的模擬，並結合灌漿試驗的成果，對灌漿施工提供盡可能多的、有效的信息。Unbounded partially prestressed reinforced ( ppc ) structure is a new form of reinforced concrete ( rc ) structure 5which need not set ducts, install tendons and grout in advance, so it is more convenient and quicken the rate of progress
無粘結部分預應力混凝土結構是一種新型的加筋混凝土結構形成，它不需要預留孔道、穿筋、灌漿等復雜工序，簡便操作，加快了施工進度。分享友人