混凝土脹裂 的英文怎麼說

中文拼音 [húnníngzhàngliè]
混凝土脹裂 英文
blowup
  • : 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
  • : 動詞1. (膨脹) expand; dilate; inflate 2. (脹大) swell; distend; bloat
  • : 裂動詞[方言] (東西的兩部分向兩旁分開) open
  • 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. If magnitude of expansive stress caused by adscititious magnesia is too large, or its distribution is not uniform, it trends to damage the structure of cement concrete, and then affect seriously dam durability

    如果氧化鎂量過大或不均,都將破壞水泥結構,影響耐久性,甚至局部崩造成安全事故。
  2. To improve the binding strength between the deck slabs and deck surfacing layer of badong changjiang river highway bridge and to provide the surfacing layer with anti - cracking ductility, a series of technical measures has been taken in the construction of the deck surfacing of the bridge, including those of embedding binding reinforcement in the deck slabs, spraying inorganic binding agent between the slabs and layer, replacing part of the cement with micro expansion agent and adding appropriate amount of polypropylene fibers to the concrete

    摘要巴東長江公路大橋橋面鋪裝,通過採取預埋橋面粘接鋼筋、噴塗無機界面粘結劑、用微膨劑替代部分水泥、在中摻入適量的聚丙烯纖維等措施來提高橋面板與鋪裝層間的界面粘結強度和給橋面抗增韌。
  3. The expansion agents can only make up the shrinkage to some extent, and the compensation effects would be reduced when the retardener and fly - ash are used. the expansion agents are not panaceas to avoid the shrinkage cracking as expansion can also reduce the concrete soundness. under bad curing condition, the polypropylene fibrillated film fiber can improve concrete ' s anti - crarking property, while the nominal steels have very unobvious effects. to reduce the concrete shrinkage thus avoid the cracking, the former factors must all be taken into account in concrete proportion design to develop sound concrete

    研究結果表明,水泥的品種和用量是影響收縮值的主要因素之一,當中水泥用量超過470kg / m ~ 3時,的收縮值超過400 10 ~ ( - 6 ) ,在約束狀態下存在高開風險;採用細砂使單位用水量顯著提高,收縮值也大幅增加;優質粉煤灰總體上能抑制的收縮,以超量方式摻入其抑制作用更加明顯,但粉煤灰早期的粘聚性較差,應注意養護,以免失水產生龜;早強減水劑和緩減水劑都會使收縮值增加;膨劑只能補償部分收縮,同時受緩劑和粉煤灰的抑制,而且膨使的體積安定性增加了不確定因素,膨劑不是解決收縮縫的良方。
  4. Following is the factors ideating with the surface of old concrete in different way ( including brushing surface, chiseling surface, cleaving surface ), adherence agent ( including cement slurry, cement sand slurry, cement slurry with the u expansion agent ), the freeze - thaw circulation times and air - entraining. as a result, we found that the roughness influence on the adhesion capability of the new on old concrete to a large degree. the larger rougeness is, the larger the splitting tensile strength on the adhension face is. the kind of adhesion agent is also influence on the adherence capability of new on old concrete. the circulation times of freez - thaw have a large influence on the splitting tensile strength of adherence face of new on old concrete. the analysis of tests give some advices to the practical engineering

    主要考察了老表面不同處理方式(刷毛面,鑿毛面,劈面) 、界面粘結劑類型(水泥凈漿,水泥砂漿, u型膨劑水泥漿) 、凍融循環次數等對新老粘結面劈拉強度的影響,以及凍融作用下新加氣對粘結面劈拉強度的影響。試驗結果表明,粗糙度對新老粘結性能有重要影響,隨著粘結面粗糙度的增大,粘結面劈拉強度不斷增加;界面粘結劑類型對新老粘結性能有一定影響,在凍融作用下, u型膨劑水泥漿粘結效果不如水泥凈漿和水泥砂漿;凍融循環對粘結面劈拉強度有較大影響,加氣能明顯改善新老粘結面的抗凍能力。
  5. The research and application of organic shrinkage reducing agent ( sra ) and non - organic expansion agent ( ea ) are drawing great attention among that of new - type concrete anti - cracking admixtures

    摘要在新型外加劑中,有機類減縮劑及無機膨劑的研究與應用受到了廣泛的關注。
  6. The results of experiment on the relationship between tensile strength, shrinkage, self - desiccation shrinkage and flat restraint cracking show that sra ' s physical shrinkage - reducing effect and ea ' s chemical expansion effect greatly enhance the volume stability of concrete and reduce the probability of early - cracking

    對減縮劑與膨劑抗拉強度、干縮、自乾燥收縮及平板約束開的試驗結果表明: sra的物理減縮作用及膨劑的化學膨作用,大大提高了早期的體積穩定性,降低了早期開的概率。
  7. Inorganic anti - cracking reinforced chemical additive, called wj, generates some tittle expansive crystals in hydration process in concrete to reduce the porosity and improve the distribution of pore size. the expansive power is process in common to tumefaction that petty crystalloid aft suck water and pressure to concrete pores that aft crystal gather volume. its adding weight was 8 % - - 12 % in cement, its restrained expansive ratio was about 0. 02 % - - 0. 06 %, and relevantil brought self - stress 0. 2mpa ?. 6mpa

    無機增強抗材料wj摻入普通中,在水化硬化過程中生成一定量的微膨結晶體,降低空隙率,改善中孔結構分佈。其膨驅動力是膠尺寸的晶體鈣礬石吸水腫和結晶狀鈣礬石對孔隙產生膨壓的共同作用。當wj摻量為8一12兒在鋼筋和鄰位的限制下,使產生0
  8. In order to meet the market demand, on the base of uea - h, we researched and developed new product - uea - zy in 2001, which has advantages of low alkali, high expansion effect and good performance of anti - crack and infiltrationproof

    為適應市場需要, 2001年,我們在uea h的基礎上,研製開發出最新升級產品低堿低摻量高效劑zy ,該產品堿含量低摻量低,膨效能高,抗防滲效果好。
  9. In the dam foundation restraint area, mgo can be mixed into concrete to prevent dam longitudinal crack. research on autogenous volume change of rcc mixed with mgo, and research on thermal stress compensation of darn foundation prove that rcc mixed with mgo plays a role in dam crack control

    在材料措施方面,深入研究高碾壓壩基礎約束區採用外摻mgo措施,利用其微膨性能補償壩體降溫過程中產生的溫度應力,以防止大壩縱向縫的發生。
  10. There is an old saying in our field - " no dam is not crackable ". the crack is mainly because of the bad dilation after " alkali - aggregate reaction ", the temperature traverse inside and outside the concrete with the happening of heat evolution and the shrink of volume due to the cooling of concrete

    水電行業有句「無壩不」的俗話,產生縫的原因主要有「堿集料反應」造成的破壞性膨,水泥水化過程中放出的熱量出現的內外溫度梯度和水泥石硬化後由於後期降溫發生的體積收縮等造成。
  11. 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,能提高的抗防滲能力,常用於配製膨或抗防滲,廣泛地應用於防水、抗滲、修補等工程中。
  12. Mineral admixtures have unsuperseded advantages in improving the workability and durability of self - compacting concrete. the reasons of tendency of cracking in self - compacting concrete and the influence factors have been studied, and the new type of mineral admixture has been used in high performance self - compacting concrete, and its defects such as high slump - losing and shrinking or cracking is successfully prevented

    分析了免振搗容易產生收縮開的原因及其影響因素,將研製的新型礦物添加劑應用於免振搗高性能之中,解決了免振搗坍落度經時損失大、易產生收縮開等技術難題,配製出免振搗微膨高性能
  13. Used to concrete seam and arbitrarily shape seam in component. in the condition of the expanding being favorable limited, attain satisfied stop - water effect and manage the concrete interstitial leaking. at the same time, it can be also used to shipping and engine etcindustrial equipment

    適用於現場澆注的施工縫和嵌入構件任意形狀的接縫內,在其膨受到良好限制的條件下達到滿意的止水效果,治理縫的漏水,同時也用於船舶、機車等工業設備的防水密封。
  14. The results show that the damages to the appearance of concrete structures exposed to atmosphere, including honeycombing, cracking along rebar, rebar corrosion, and concrete delamination, are quite serious, that the poor quality of concrete construction, the insufficient thickness of local concrete cover, and the rebar corrosion expansion and dilatancy induced by carbonization of concrete cover are the main causes, and that the main form of damages to the overflow structure is the abrasion resulted from water scouring

    結果表明,水閘的水上(大氣中)結構外觀破損十分明顯,露石露砂、順筋縫、鋼筋銹蝕、破損剝落等已十分嚴重;引起破壞的主要原因是施工質量較差,局部保護層厚度不足,保護層碳化引起鋼筋銹蝕,而水流沖刷磨蝕是水閘過流結構破壞的主要形式。
  15. Temperature control and crack prevention of concrete - the simulation analysis characteristics of dams construction with mgo concrete, the theory apply " equivalent time " to the model for computing autogenous volumetric change of concrete which be relate to temperature history. it makes computing autogenous volumetric change of concrete be realized at case of arbitrary temperature history, so the problem puzzled engineer over a long period of time may be dispelled

    針對溫控防的一項新技術?外摻mgo築壩技術的模擬計算特點,提出了應用「有效時間」理論,來考慮自生體積變形與溫度歷史有關的膨模型,使長期以來困繞工程界有關外摻mgo在任意溫度歷史下產生的膨變形的應力補償計算成為可能。
  16. Demolition of reinforced concrete railway pier by static - demolition agent blasting

    鋼筋橋墩的破碎劑拆除
  17. From this point, expensive admixture is a good way to solve the cracks of hpc

    從這個意義出發,具有補償收縮作用的膨劑可謂是解決高性能的一種「良藥」 。
  18. This text, we mainly do experiments on the base of the truth that expansive agent control splitting. first, fixing on the dosage of expansive agent, then we mix the polymer or polypropylene fiber re into expansive agent in order to improve the anti - cracking performance and the anti - infiltrate of concrete. through the comparison and analysis of result that are tested, we choose a kind of relatively excellent anti - crack material proportion ? gt anti - crack material

    為了更好地解決,提高的抗能力,本課題以劑補償收縮抗的原理為基礎,選定csa膨劑摻量情況下,再摻加聚丙烯纖維和聚合物a ,通過復合摻加抗組分來達到增強的抗性能,提高抗滲性能,並通過比較和分析,選擇了綜合性能較優的復合摻加抗組分的配比方案? gt新型抗劑。
  19. If magnesia is added excessively, it will cause crack, even crash. 5. the autoclave expansion of wecam and its rate reduce under other fixed condition when fly ash ( pfa ) content increases

    4 .在其它條件不變的情況下,外摻氧化鎂的壓蒸膨率隨著氧化鎂摻量的增加而增大,且其增幅也隨之加大,控制不當,會造成甚至潰散。
  20. In this paper, the influences on concrete shrinkage and splitting tensile strength by the varieties and contents of the raw materials, such as cement, sand, fly ash, water - reducer and expansion agents, are studied. the possibility of the prevention of the concrete cracking by proper concrete proportion design is discussed

    本文著重研究了水泥、砂、粉煤灰、減水劑、膨劑等材料的品種、用量對收縮性能及抗拉強度的影響,探討了通過合理的配合比設計達到減少收縮、提高抗拉強度進而降低風險的可能性。
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