澆築機 的英文怎麼說

中文拼音 [jiāo]
澆築機 英文
placer
  • : 澆名詞(姓氏) a surname
  • : 築名詞(貴陽的別稱) another name for guiyang
  • : machineengine
  1. Based on the construction of the testing section for the lining of jiping main canal in shandong province of south - to - north water transfer project, the main causes of the cracking from the mechanized lining concrete slabs are analyzed from the aspects of foundation treatment, bedding layer placement, quality of the raw materials for the concrete, placement of the concrete, cutting of the hardened concrete and the curing of the concrete, and then the relevant prevention and control measures are pertinently put forward

    摘要結合山東省南水北調濟平乾渠工程襯砌試驗段施工情況,著重從地基處理、墊層料鋪設、混凝土原材料質量、混凝土、成型混凝土割縫及養護幾個方面分析了械化襯砌混凝土板裂縫產生的主要原因,並針對性地提出了預防及控制措施。
  2. Road construction and maintenance equipment. bituminous binder spraying machine. dosage measurement and transverse distribution fixed station test bench and method

    路和養路設備.瀝青黏合劑噴灑.橫向分配與劑量的定位試驗臺和試驗方法
  3. 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、混凝土等幾個方面介紹了三峽右岸電站廠房15 ~ 18號組主廠房墻體清水混凝土墻施工技術。
  4. The continuous kerbing method is ahigh production, cost effective alternative to the rpecast method. for that reason tsl construction have chosen the arrow 750xl slipformer

    連續鋪設方法取代預鑄方法實現高效率、低成本。因此, tsl建公司才選擇了箭牌750xl型路緣
  5. Abstract : a brief introduction to scientific research in the three gorges project ( tgp ) and the applications of research achievements is given, which include treatment of newly slited layer on the foundation of the first stage earth - rock cofferdam, dumping bottom technique of river closure in deep water, construction of cut - off walls in the second stage earth - rock cofferdams, 3 - d computer simulation of river closure, concrete casting alternatives and selection of major construction equipment for the second stage construction optimization of durability of raw materials of concrete, deep sliding resistance and stability of the intake dam section, the section of the intake of the power station, the intake penstock of the power station, layout and hydraulics problems of shiplocks, stability of high slopes of shiplocks, and optimization of the system structural anchor bars to reduce the risk of cracking in the concrete wall and 700mw turbine generator units

    文摘:介紹三峽工程的科研項目,綜述三峽工程開工以來的主要科研成果及工程應用情況,包括:一期土石圍堰基礎處理與施工技術;大江截流上下游土石圍堰平拋墊底研究;二期圍堰防滲工程研究;大江截流計算科學管理;大壩混凝土方案及主要施工械選型;混凝土的原材料和耐久性優化試驗研究;大壩基礎深層抗滑穩定研究;三峽電站進水口型式研究;鋼襯鋼筋混凝土引水管道研究;蝸殼打壓、廠壩間伸縮節問題研究;永久船閘的引航道布置、輸水系統及水力學、高邊坡穩定、混凝土襯砌墻的結構與支護研究;特大型水輪發電組的科學研究。
  6. A brief introduction to scientific research in the three gorges project ( tgp ) and the applications of research achievements is given, which include treatment of newly slited layer on the foundation of the first stage earth - rock cofferdam, dumping bottom technique of river closure in deep water, construction of cut - off walls in the second stage earth - rock cofferdams, 3 - d computer simulation of river closure, concrete casting alternatives and selection of major construction equipment for the second stage construction optimization of durability of raw materials of concrete, deep sliding resistance and stability of the intake dam section, the section of the intake of the power station, the intake penstock of the power station, layout and hydraulics problems of shiplocks, stability of high slopes of shiplocks, and optimization of the system structural anchor bars to reduce the risk of cracking in the concrete wall and 700mw turbine generator units

    介紹三峽工程的科研項目,綜述三峽工程開工以來的主要科研成果及工程應用情況,包括:一期土石圍堰基礎處理與施工技術;大江截流上下游土石圍堰平拋墊底研究;二期圍堰防滲工程研究;大江截流計算科學管理;大壩混凝土方案及主要施工械選型;混凝土的原材料和耐久性優化試驗研究;大壩基礎深層抗滑穩定研究;三峽電站進水口型式研究;鋼襯鋼筋混凝土引水管道研究;蝸殼打壓、廠壩間伸縮節問題研究;永久船閘的引航道布置、輸水系統及水力學、高邊坡穩定、混凝土襯砌墻的結構與支護研究;特大型水輪發電組的科學研究。
  7. In this paper, applying the theory and method of system engineering and administer accountant, combining the huatan project, the optimization among the construction scheme matching machine and expenses were studied thoroughly. through the simulation and optimization in construction process, mixing and transport subsystems of huatan dam, and analyzing the influence factors of damming capability, establishing the correspond systems analysis software of dlp model

    本文應用系統工程、管理會計的理論和方法,並結合花灘碾壓混凝土大壩工程實踐,系統而深入地研究了壩的施工方案、械配套和費用優化,對花灘碾壓混凝土壩施工過程、拌和運輸子系統的模擬和優化,分析了碾壓混凝土能力的影響因素,建立了dlp模型相應的系統分析軟體。
  8. Through the example of the practical project, the 3 - d simulative calculations of transient temperature and stress fields of the concrete structure are conducted based on the practical construction scheme. study on the mechanism of the concrete cracking is made and the corresponding methods of. crack repairing are also discussed deeply

    以實際工程為例,根據實際混凝土施工方案對混凝土結構中的非穩定溫度場、徐變應力場進行了三維模擬計算,對結構上已出現的貫穿裂縫的成因理作了較深入的分析研究,提出相應的防裂措施和裂縫補救方法。
  9. By the research on the raw materials, the mix proportion, the concrete temperature control in outlet, in transport and in placement, the cure and the post - cooling water, the synthetic measures for rcc dam construction in high temperature and the enforcement methods on basis of the computation and experience of jinghong hydropower station are presented in this paper

    本文通過對原材料及配合比、混凝土出口溫度控制、運輸過程溫度控制、過程的溫度控制以及混凝土筑後的養護和冷卻通水等一系列研究,提出景洪電站高氣溫條件下大壩碾壓混凝土連續施工的綜合措施,並在計算和已有經驗的基礎上給出具體實施方法。
  10. Under the influences of random variabilities, during both construction period and operation period, the temperature field within a gravity dam body could be regarded as a random one. in this paper, stochastic finite element methods are suggested to deal with the random temperature field. by use of the suggested methods, the influences of random environmental and random hydration heat of concrete and the initial temperature of concrete as well as the thermal parameters of both concrete and rock foundation are all taken into account. according to a scheduled time table of construction, random temperature fields of a typical concrete gravity dam within both the construction period and the operation period are calculated by emulation the layer constructing of the dam. some useful conclusions are obtained from the computational results

    由於施工期和運行期各種隨因素的影響,使重力壩溫度場成為隨.本文綜合考慮了環境溫度(包括氣溫和庫水溫度) 、混凝土絕熱溫升、入倉溫度以及混凝土和基巖的熱學參數隨性的影響,基於隨有限元法,給出了重力壩隨溫度場的計算方法,對一典型重力壩按給定的施工進度模擬分層施工過程,對施工期及運行期前期的隨溫度場進行了計算,並得出了一些有益的結論
  11. The reasons of different pour direction effects for the cleavage strength has was analyzed, so did the mechanism of mechanical joint element in the cleavage test

    分析了不同方位對劈拉試件強度造成影響的原因以及械連接件在劈拉加載時的受力理。
  12. It can make ordinary concrete that is a kind of brittle material be changed to a kind of compound material that has better plasticity. its main working mechanism is to improve the brittleness of ordinary concrete by using short fibers that are scattered equably. because short fibers have higher dragging resistance and ordinary concrete has higher crushing strength in the process of stressing, every technical property of fiber - reinforced concrete is improved greatly

    鋼纖維混凝土是近年來發展起來的一種新型建材料,是在普通混凝土中摻入適量的鋼纖維而形成的可、可噴射成型的一種新型復合材料,除抗壓強度外,它的各項物理力學性能都比普通混凝土有顯著的改善和提高,使原屬于脆性材料的混凝土變為具有一定塑性性質的復合材料,其主要工作理是利用均勻分散的短鋼纖維來改善普通混凝土的脆性。
  13. The cleavage strength test has been carried out to investigate the effect of pour direction for the strength of specimen without mechanical joint element ; the effect of mechanical joint element for the cleavage strength ; the effect of different materials which were used to embedding bars for the cleavage strength

    對比了老混凝土表面處理相同的情況下,不同方位對無械連接件試件劈拉強度的影響;械連接件對劈拉強度的影響;不同植筋材料對劈拉強度的影響。
  14. Machines for the manufacture of construcitonal products from concrete and calcium - silicate - safety - part 6 : stationary and mobile equipment for the manufacture or precast reinforced products

    生產混凝土和硅酸鈣建產品用器.安全.第6部分:生產或預鑄加筋產品用固定和移動設備
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