振實混凝土 的英文怎麼說

中文拼音 [zhènshíhúnníng]
振實混凝土 英文
concrete compacted by jolting
  • : 動詞1. (搖動; 揮動) shake; flap; wield 2. (奮起) brace up; rise with force and spirit
  • : Ⅰ形容詞1 (內部完全填滿 沒有空隙) solid 2 (真實; 實在) true; real; honest Ⅱ名詞1 (實際; 事實...
  • : 混形容詞1. (渾濁) muddy; turbid2. (糊塗; 不明事理) foolish; stupid
  • : 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. Study on the characteristic of piezoceramic actuator is an important step in the studying of undamaged - inspection process based on piezoceramic actuator technology. this thesis firstly dwells on the sample model of piezoceramic actuator under the restriction of concrete. through theory and experimentation analysis, we arrives at a conclusion that the vibration behavior of piezoceramic actuator belongs to that of the thin plate

    本文著重研究了在約束條件下壓電陶瓷片的樣本模型,在此基礎上通過理論探討和驗現象分析,認為埋置於中的壓電陶瓷片是符合彈性力學中克希霍夫有關薄板理論的假設,是屬于薄板動問題,並確定了其邊界約束條件。
  2. Compacting of concrete by vibrating ; compacting of in - situ by formwork vibrators

    採用蕩法壓.第4部分:用模板蕩器現場壓
  3. Self - compacting concrete ( scc ) is one of high performance concrete ( hpc ) that can consolidate under its own weight without any vibration

    自密是一種在自身重力作用下無需搗即能密成型的高性能
  4. The last ten years, many civil governments are paying mucher regarding to the utilization of the high performance concrete. self - compacting concrete is fills formwork and encloses reinforcement itself on gravitation but not on forced vibration

    自密( self - compactingconcrete )是指拌和物主要依靠自重,勿需搗即可自行填充模型且包裹配筋的
  5. Self - compacting concrete is a kind of concrete with low w / b ratio and good workability, which does not need to pug. it is a trend for both the researchers and the concrete engineer

    自密是一種在較低水灰比條件下,不泌水,不離析,不需搗或只需少量搗即達到均勻密,是工程技術的一個重要發展方向,也是目前國內外學者研究的一個熱點。
  6. The dynamic response of the experiment model is studied by transfer function response, and the natural frequency and vibration mode of the vibration system are measured, the dynamic characteristic is mastered, which provides the experiment test method of dynamic data for the structure design of reinforced concrete and the shock absorber design of the system, especially provides the design rules to vibration control of the machine equipment which are built in the building structure

    用傳遞函數響應方法對驗模型進行動態響應驗研究,測得動系統的固有頻率和型,掌握動系統的動態特性,為鋼筋建築的結構設計和系統減設計提供動力學的驗測試方法,尤其給安裝在建築物內機械設備的動控制提供了設計依據。
  7. The scc has the following advantages : remarkably reducing the noisy pollution and the worker s labor intensity in construction, deducing the rough surface or segregation because of missing - vibration or excessive - vibration in conventional construction, resolving the quality - defect problems resulting from lacking - vibration in the section of complex shapes and densely - packed reinforcement area. at the same time, large of industrial solid waste such as fly ash and blast furnace slag is utilized in the proportioning of scc. it is helpful in comprehensive utilization of resource and environment protection, so the scc belongs to " green concrete ", it is a branch of hpc which will be developed in the future

    這種可以顯著降低施工中的噪音污染;大幅度減輕工人的勞動強度;減少傳統施工中因漏或過造成的麻面或離析;解決了配筋密集、結構復雜部位因搗不足而造成的質量缺陷問題;同時,由於自密在配製中,大量利用粉煤灰、高爐礦渣等工業固體廢棄物,有利於資源的綜合利用和生態環境的保護;從而被譽為「綠色」 ,是未來向高性能發展的方向之一。
  8. To best achieve the working performance of the said concrete, with the help of theology theory in the research, we have analyzed the principle of free - vibration densifying and shaping of mixed concrete, that is, with the perquisite of fluidity, the concrete should have good property of filling - up - space, penetration through voids of fixed steel reinforcement, adherence and prevention from losing water and segregation, and the conflict between anti - segregation and deforming capability should be sorted out

    為得到自密高性能的最佳工作性能,在研究中藉助流變學理論,分析研究了拌合物免搗成型和密的機理,在大流動性的前提下,要求具有良好的填充性、鋼筋間隙通過性和粘聚性,防止泌水、離析,解決變形能力與抗離析性能力的矛盾。
  9. Some respects of self - compacting high - strength concrete ( schsc ) made of fujian province ' s local material have been studied in this thesis as follows : 1. studies on microstructure of the schsc. three different mixed schsc and one normal high - strength concrete ( nhsc ) were observed by the scanning electron microscope at different sites and different ages of 1 day, 3 days, 7 days, 28 days and 60 days. from the test, the effects due to no vibrating and admixture on the microstructure of schsc were studied

    通過四組強度等級相當,分別為普通、兩組不摻膨脹劑的自密(其粉煤灰的摻量不同)和摻有膨脹劑的自密,在同一養護齡期的條件下( 1天、 3天、 7天、 28天和60天) ,分別選擇粗骨料過渡區、細骨料過渡區、水泥石和砂坑作為觀測點,採用sem進行細觀掃描對比驗,以研究自密因免搗的特性及摻合料對其骨料界面和水泥石結構的影響。
  10. Standard practice for making roller - compacted concrete in cylinder molds using a vibrating table

    使用動臺在筒模中製作碾的標準施規范
  11. Standard practice for molding roller - compacted concrete in cylinder molds using a vibrating hammer

    動錘在模具中模塑碾的標準施規程
  12. Self - densifying high performance concrete is well - performing concrete with the good performance of fluidity, anti - segregation and filling - up - space. with its own gravity and without any vibration, it can automatically fill up the space in and between fixed shutters and form self - densified concrete structure of ideal dynamic property and durability, therefore, it can accelerate construction progress of a building, shorten the construction period, secure concrete quality and improve the building ' s durability. in the mean time, it is conducive as well for environment protection and effects remarkable social and economic efficiency

    自密屬于高性能,它具有高流動性、高抗離析性、高填充性的性能,在自重作用下無需搗,自行填充模板空間,形成自密結構,有良好的力學性能和耐久性能,可以加快工程建設進度、縮短工期、有效控制的質量、提高建築物及構築物的耐久性,並有利於環境保護,具有較高的社會和經濟效益。
  13. The natural vibration parameters for the concrete - filled steel tubular arch bridge of the east bridge in chaoyang city were obtained by means of the finite element model and the experimental modal analysis

    摘要通過對朝陽市東大橋建立有限元模型和試驗模態分析來獲得鋼管拱橋的計算和測自特性參數。
  14. The air - exhausting system should be set on the roof, add integrate roof exhaust machine room, adopt concrete foundation, install the machine above the dissociate vibration cushion in order to reduce the influence of vibration and noise

    建議排風機組設置在屋頂處,最好增設統一的屋頂排風機房,並且設置基礎,排風機組安裝在有隔墊基礎上,以減少動、噪音對驗室的影響。
  15. Researching on the technology if reverse order is to study strains if pits, structural systems if basement, environmental surwey and underpinnings. on account of emphasizing developing methods if checking strength if pick - ets, modemizing machenes of excavation and studying methods of underpinning is put forward and is a way if controlling the quality of pickets in sites, which leads an active effect ; synthetic application if rankintheory, spatial and time effect theory to excavation tl aanalyze the state of soil force and strain is brought forward and the time effect should be considered in the zone of clay, the formation and development of soil plasticity are analyzed and the most dangerous zone to decide how to excavate and where to begin is found ; analyzing the cause of picket settlement during reverse order and the differential settlement and discussing hlw to solute it. duringh the temporary survey and the environmental warship, bringing rorward the theory of environmental vibration and analyzing the state of soil force and probability of losing stabilization of soil under the effect of environmental vibration ; analyzing the state offeree in underground concrete wall by the method of mathematics and pointing out the place of the maximum force and deformation. based on systematic illustrating the reverse order, problems about application and development of reverse order and suggestions also are expressed

    鑒于國內外的研究把重點放在大力發展工程樁的驗室承載力監測方法與設備、如何使方開挖機械現代化及對周圍建築的臨測方法上,本文提出了現場利用聲波層析成像技術監測鋼砼樁內部質量的方法與程序,並得出了聲波層析成像技術是砼樁的動態質量檢測的有效手段,這對指導施有積極、現意義;提出了綜合運用朗肯壓力理論、基坑空間和時間效應影響理論來分析逆作法施工過程中基坑邊坡體應力及應變的變化情況,指出粘地區也應考慮時間效應,並且進一步分析了基坑邊坡體的塑性區形成和發展,找出邊坡最不利的區域,以確定地下室體的挖掘的方式和順序,指出憑主觀臆斷與經驗來施工是不可取的;在分析、經較逆作法與大開挖順作法的地下室結構體系受力情況及施工順序的不同,提出了節點處理技術;分析了逆作法施工期間樁的沉降變化原因及由此而產生的差異,並探討了解決的方法;本文還提出了環境動對體邊坡穩定產生影響的觀點,並分析了在環境動影響下,體的應力狀態及休失穩破壞概率,並且還運用彈性力學知識和數學分析的方法定量地分析了地下墻受力狀態,指出了被監測墻體的最大應力、應變位置。
  16. Compacting of concrete by vibrating ; compacting by surface vibrators

    採用蕩法壓.第5部分:用表面蕩器壓
  17. Compacting of concrete by vibrating ; vibrators and vibration mechanics

    採用蕩法壓.第1部分:蕩器和蕩機械
  18. Study on workability - design of fresh concrete was carried out by introducing coefficient of filling - voids of mortar ( cfvm ), where cfvm was the ratio of voids content of densely packed coarse aggregates to the volume of mortar in concrete

    在新拌工作性設計中引入了砂漿填充系數c _ ( fvm )的概念, c _ ( fvm )是中砂漿體積與粗集料動密空隙體積的比值。
  19. Compacting of concrete by vibrating ; compacting by external vibrators during the manufacture of precast components

    採用蕩法壓.第3部分:生產預製件時用外部外
  20. Compacting of concrete by vibrating ; compacting by internal vibrators

    採用動法壓.第2部分:用插入式蕩器壓
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