膨脹混凝土 的英文怎麼說

中文拼音 [péngzhànghúnníng]
膨脹混凝土 英文
expansion concrete
  • : 動詞(物體的長度或體積增加) expand; swell
  • : 動詞1. (膨脹) expand; dilate; inflate 2. (脹大) swell; distend; bloat
  • : 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
  • 膨脹 : expand; swell; dilate; inflate; puff; bulge; inflation; expansion; dilatation; buckling; swelling...
  • 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 calculation modes of the coefficient of shrinkage and creep of the bulgy core concrete in steel tube are discussed. based on a few reasonable hypotheses and the stress - strain relation of concrete acquired by the " adjusting valid modulus depending on load time " method, a compact formula is reasoned out, which is applied to calculate the equivalent elastic modulus of the bulgy core concrete considering the affection of shrinkage and creep. so, the analysis of the affection on cfst arch bridge by shrinkage and creep can be progressed by pole - girder fem, further more, the analysis precision is quite high

    本文還對核心膨脹混凝土特殊的收縮、徐變系數計算模式展開了探討,在合理的假設前提下,採用「齡期調整的有效模量法」得到的的本構關系,推導出鋼管內核心在考慮徐變影響后的等效彈性模量計算公式,並以此為基礎採用桿系有限元方法來對鋼管拱橋進行較高精度的收縮徐變分析。
  2. The cyclo - hoop effect which steel tubular has exert to the concrete shows the character of heterogeneous in the arch rib section, the same to the axial direction. the paper verifies the change of the material poisson ration and the concrete grade will make the cyclo - hoop effect obvious alteration, the change of the cyclo - hoop effect and the stress redistribution of the section produced by the shrinking and creeping of the concrete and the expensive concrete on the section

    在鋼管拱肋斷面上,鋼管對內填的環箍效應具有非均勻性,在拱軸方向上環箍效應也呈現非均勻性。驗證了材料的橫向變形系數、標號等參數的變化將引起環箍效應的明顯改變;的收縮、徐變和膨脹混凝土的應用導致鋼管的環箍效應發生變化並使截面的應力發生重分佈;並總結了其變化的基本規律。
  3. After bfs is put into high strength superplasticized expansive concrete ( substituted for cement ), autogenous shrinkage does n ' t appear in 1 day standard curing, and e2 in 14 day ' s age is higher than that of high strength superplasticized expansive concrete without bfs in the same age

    高強流態膨脹混凝土摻入磨細礦渣(等量替代水泥)后,標準養護1天未出現自收縮, 14天的限制率明顯高於未摻磨細礦渣的高強流態膨脹混凝土的對應值。
  4. The study on hpec mortar shows that restricted expansive ratio ( e2 ) increases in the curve of parabola with the increase of the dosage of calcium sulphoaluminate ( csa ) expansive agent. so there is a suitable range of csa dosage ( generally 6 % - 12 % ). in this range, e2 of hpec mortar can reach as high as ( 5 - 10 ) 10 ~ 4, and the strength is not decreased

    對hpec砂漿的研究表明,限制率隨劑csa摻量的增加呈拋物線形式遞增,存在一個合適的csa摻量范圍(一般為6 - 12 ) ,在該范圍內hpec砂漿限制率可高達5萬- 10萬,且保證強度不下降,這就為設計不同能級膨脹混凝土而又保證強度等級提供了空間。
  5. It has a good compensation to shrinkage, and can improve the anti - cracking and anti - penetrating performance of concrete. it is often added to concrete to produce expanding concrete or the anti - cracking and anti - penetrating concrete, which are widely used in such engineering as waterproofing, anti - penetrating, mending etc. the expansion admixture include at present sulphoaluminate such as uea, ea - l etc ), calcium oxide, and some composite expansion admixtures

    劑在普通中可抵消干縮或溫度降低引起的拉應力,起到良好的補償收縮作用,能提高的抗裂防滲能力,常用於配製膨脹混凝土或抗裂防滲,廣泛地應用於防水、抗滲、修補等工程中。
  6. With the advent of 21st century, a greater development is taking place in the dam construction in china, where this technique must play more important role. therefore it has great advantage of technology and economy and will bring a bright prospect to the development in the dam construction in china

    進入二十一世紀,中國的大壩建設面臨著一個更大的發展高潮,外摻氧化鎂微膨脹混凝土築壩技術必將在其中起著很大的作用,因此,該項技術在我國大壩建設中具有重大的技術經濟優勢和發展前景。
  7. Based on several actual cases, the temperature control measures for roller compacted concrete ( rcc ) gravity dam and arch dam such as structural jointing for construction ; lowering of concrete placing temperature ; water pipe cooling ; surface insulation ; inclined - layer placing etc., the measures to improve the material properties i. e. the application of micro - expanding concrete ; enhancement of material crack - resistance property and the requirement for the simulative analysis on both the temperature field and stress field as well as some problems concerned are summarized herein on the basis of the analysis on the material properties ; construction characteristics and the changing characteristics of the thermal stress of roller compacted concrete

    摘要從碾壓的材料特性、施工特點、溫度場溫度應力的變化特點入手,結合幾個工程總結了碾壓重力壩、拱壩的分縫方式,降低澆築溫度、水管冷卻、表面保溫、施斜層碾壓等溫控措施,採用微膨脹混凝土、提高材料抗裂性能等改善材料性能措施及碾壓溫度場、應力場模擬分析的要求和應注意的問題。
  8. Bfs can reduce the early strength of high strength superplasticized expansive concrete and make expansion effect develop fully. so high strength concrete with bfs shows higher e2

    磨細礦渣的加入使高強膨脹混凝土的早期強度降低,效應得以較充分發揮,所以加入磨細礦渣的高強顯示出較高的率。
  9. The technique of dam construction by weakly expansive concrete added with magnesia ( wecam ) is a new technique developed in china, in which appropriate light - burnt magnesia is added to dam concrete when produced to generate a special delayed expansive stress to compensate shrinking stress due to decrease of temperature so as to prevent concrete cracks. it not only is in favor of simplifing the method of temperature control and an effective solution to the crack problem of concrete dam, but also simplify the technology of dam construction and bring down the project cost, further more, speed greatly up the construction of concrete dam

    外摻氧化鎂微膨脹混凝土築壩技術是指在生產大壩時,摻入適量的輕燒氧化鎂,利用其特有的延遲補償壩的溫度應力,以防止壩產生的裂縫,這不僅有利於簡化溫控措施,有效地解決壩的開裂問題;而且簡化了施工工藝,降低了工程造價,大大了加快施工進展。
  10. This seemingly contrary phenomenon is rooted in the coordination of expansion and strength development : the high strength especially high early strength of high strength superplasticized expansive concrete confined expansion effect, and there is " self - restricted effect " in concrete

    上述看似矛盾的現象源於膨脹混凝土與強度的協調性:高強流態膨脹混凝土的高強度,特別是較高的早期強度限制了效應的發揮,在內部存在「自約束效應」 。
  11. From the research on hpec we can know that expansion property of high strength superplasticized expansive concrete shows obvious particularity compared with ordinary expansive concrete. when bfs is not put in, high strength superplasticized expansive concrete shows autogenous shrinkage in 1 day standard curing. and in 14 day ' s age e2 is less than half of middle strength superplasticized expansive concrete ' s with same csa dosage, and this shows expansion effect is confined more

    對hpec的研究發現,與普通膨脹混凝土相比,高強流態膨脹混凝土性能表現出明顯的特殊性,在不摻超細礦物質摻合料(磨細礦渣)時,高強流態膨脹混凝土標準養護1天時出現自收縮, 14天時其限制率不到相同csa摻量的中強流態膨脹混凝土限制率的一半,表現為效應受到更大限制。
  12. So e2 of the concrete will decrease. this research reveals a basic viewpoint : the strength development should coordinate with expansion increase. this still can be applied

    不同劑的性能存在差異, csa膨脹混凝土的負溫強度與率均優于同條件下的cea膨脹混凝土,也優于復摻csa和隊的
  13. Research on experiment and expansion model of expansive concrete filled steel tube

    鋼管微膨脹混凝土試驗與研究
  14. Soundness, as a vital quality index of weakly expansive concrete added with magnesia, attracts much attention of dam constructers

    安定性是外摻氧化鎂微膨脹混凝土的一項重要的質量指標,引起了大壩建設者的高度重視甚至擔憂。
  15. 3. it is in favor of evaluating soundness of wecam by means of combining concrete autoclave expansion with its strength

    3 .把的變形與的力學性能結合在一起考慮,更有利於周全評估外摻氧化鎂微膨脹混凝土的安定性能。
  16. The evaluating standard for soundness of added with magnesia, which is based on the standard for cement paste at present and criticized by many experts of dam construction, have to be improved

    目前,外摻氧化鎂微膨脹混凝土的安定性評定標準絕大多數沿用的是水泥凈漿標準,許多專家對其提出異議,有待改進。
  17. Because construction and curing quality is more important to anti - cracking performance of hsc and fatal to the compensating - shrinkage concrete than anything else, we should pay attention to them

    針對剪力墻等重要工程結構易開裂問題,配製了纖維增強微膨脹混凝土,並對其工作性能、體積穩定性以及力學性能進行了研究。
  18. In this dissertation the author puts forward the concept of high performance expansive concrete ( hpec ), and deems that hpec is a compound material of ec ( expansive concrete ) and hpc in which both sides can bring well play

    本文提出了高性能膨脹混凝土( hpec )概念,認為hpec是ec (膨脹混凝土)和hpc發揮各自優勢的有機結合。
  19. The expansion and strength of middle strength superplasticized expansive concrete develop more coordinately. fa reduces the early strength of middle strength superplasticized expansive concrete, and this make more expansion become invalid when the concrete is in plastic state

    中強流態膨脹混凝土與強度性能發展比較協調,粉煤灰的加入降低了早期強度,使更多的變為無效消耗在仍處于塑性狀態的中,限制率減小。
  20. Secondly, the producing mechanism of crack in reinforced structure and factors which affect crack have been discussed, in the emphasis, the method is expounded, which applies first releasing then resisting, combination of releasing and resisting. in the method, flexible slit is applied firstly, which can make deformation of structure distributed, and decrease deformation energy, then the tiny expansion concrete and prestressed concrete with unbonded tendons are applied. and in the different phase, the compressive prestress is put on the concrete structure

    其次,分析並論述了鋼筋結構裂縫產生的機理和影響因素,著重闡述了「利用先放后抗,抗放結合,綜合控制」的方法:即首先利用后澆帶,使結構分段變形,減小超長變形的影響;並採用微膨脹混凝土技術及無粘結預應力技術,分階段對結構施加一定的預壓應力,從而減小或完全抵消結構因硬化收縮引起的拉應力;再結合一些其他措施,成功實現鋼筋結構的超長無縫設計與施工。
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