expansion cement 中文意思是什麼

expansion cement 解釋
膨脹水泥
  • expansion : n 1 張開,伸展。2 擴大;擴建;展開;發展。3 廣袤,遼闊。4 擴張物,擴大部分。5 (講題等的)詳述,...
  • cement : n 1 水泥。2 膠泥;膠合劑,接合劑,膠;【醫學】(牙科等用的)黏固粉。3 【解剖學】(牙齒的)白堊質...
  1. 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、用微膨脹劑替代部分水泥、在混凝土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裂增韌。
  2. 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

    主要考察了老混凝土表面不同處理方式(刷毛面,鑿毛面,劈裂面) 、界面粘結劑類型(水泥凈漿,水泥砂漿, u型膨脹劑水泥漿) 、凍融循環次數等對新老混凝土粘結面劈拉強度的影響,以及凍融作用下新混凝土加氣對粘結面劈拉強度的影響。試驗結果表明,粗糙度對新老混凝土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混凝土粘結性能有一定影響,在凍融作用下, u型膨脹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混凝土粘結面的抗凍能力。
  3. Based on the shrinkage analysis of cement - stabilized aggregate mixture, the performance of cement - stabilized aggregate mixtures with expansion agent or fibre. compared with that without admixtures, such as mechanical property. shrinkage, anti - freeze and durability are studied

    同時,分別研究了加膨脹劑和纖維水泥穩定碎石力學性能、收縮性能、抗凍性能和耐久性等路面結構性能,並與沒外加劑水泥穩定碎石作比較。
  4. The addition of aluminum sulfate caused the chemical shrinkage of cement mortar to reduce a little, but induced net plasma self - shrinkage to grow into expansion. that reason was that ettringite was produced by reaction between aluminum sulfate and hydration products

    硫酸鋁摻入水泥中,可以使水泥漿的化學收縮有少量的減少,但可以使水泥凈漿的自收縮改變為膨脹效應,這是因為其與水泥水化的生成物反應生成了鈣礬石。
  5. Standard test method for restrained expansion of expansive cement mortar

    膨脹性水泥灰漿的限制膨脹標準試驗方法
  6. Finally, in view of the complexity and non - linearity of the pavement in cracking and breakage, the paper tries to explain the formation in the cracks of the pavement and mechanism & process of expansion by nonlinear theories ( like chaos, fractal etc. ) and to describe the whole process of fissures and breakage so as to provide a new thought and method for the study of the cement concrete.

    最後,考慮到路面開裂和破壞的復雜性和非線性,本文採用非線性科學理論(如混沌、分形等)來解釋路面裂縫生成和擴展的機理和過程,從總體上對開裂和破壞的全過程加以描述,為水泥混凝土路面的開裂機理和破壞過程研究提供一種新的思路和方法。
  7. Through the research and analysis on the three aspects concerning the base interface of the pavement panel, crack accumulation, expansion in the pavement panel and interaction between spring plates on the road surface as well as its damage on the road fatigue, it is first brought forth that the process of fissures and breakage in the cement concrete pavement can be divided into three stages, i. e. stage of initial crack formation and damage in the bottom of the pavement slab, stage of accumulation, intensifying & expansion in ruptures from load during the time of use and stage of fissures & breakage in the pavement

    通過對路面板底界面開裂、路面板中裂縫積聚、擴展和路面表面車板相互作用及其對路面疲勞破壞的影響等三個層面的研究和分析,首次提出水泥混凝土路面的開裂和破壞過程可以分為三個階段,即路面板底初始損傷西南交通大學博士研究生學位論文第11頁和早期裂縫的形成階段、使用期間荷載作用對路面造成的開裂損傷累計、加劇和裂縫擴展階段以及路面斷裂破壞階段。
  8. The results show that : the fillers of sio2 based investment consist of sio2, al2o3 and mgo, and the binder is nh4h2po4 for sio2 based investment, the bulk density and the compression strength decrease, the apparent porosity and the thermal expansion increase, when the specimens are heated to 900 ; the fillers of al2o3 based investment consist of al2o3 and mgo, and the binder is nh4h2po4 ; for al2o3 based investment, the bulk density decreases and the apparent porosity increases when the specimens are heated to 900 ; the fillers of mgo based investment consist of mgo and al2o3, and the binder is ca cement ; for mgo based investment, the compression strength decreases and the thermal expansion increases greatly when the specimens are heated to 900

    結果表明:氧化硅系包埋料的骨料是氧化硅、氧化鋁、氧化鎂,結合劑為磷酸二氫銨,其900鍛燒后顯氣孔率增加,體積密度下降,耐壓強度降低,熱膨脹增大;氧化鋁系包埋料的骨料是氧化鋁和氧化鎂,結合劑為磷酸二氫銨,其900燒后顯氣孔率增加,體積密度下降,熱膨脹變化不大;氧化鎂系包埋料的骨料是氧化鎂和氧化鋁,結合劑是鋁酸鈣水泥,其900燒后耐壓強度明顯降低,熱膨脹明顯增大。
  9. Standard test method for expansion of hydraulic cement mortar bars stored in water

    存放在水中的水硬性水泥灰漿棒膨脹的標準試驗方法
  10. Standard test method for autoclave expansion of hydraulic cement

    水硬水泥熱壓膨脹的標準試驗方法
  11. Abstract : the influences of curing temperature and alkali contents of cement on expansion of mortar bars are investigated

    文摘:研究了養護溫度和水泥堿含量(質量分數,下同)與硅質集料砂漿試樣膨脹的關系。
  12. The influence of alkali contents of cement is smaller on expansion trend of mortar bars, but is bigger on the expansion values

    水泥堿含量對砂漿膨脹的規律影響較小,但對膨脹值有明顯影響。
  13. Therefore, the present paper, based on the existing achievements as well as an extensive study & investigation in combination with part of the achievements the author has derived by hosting or participating in the research programs of the cement concrete pavement, has led to three phases of fissures and breaking in the pavement slab on the condition that each performance of the subgrade is maintained, i. e. stages of formation in initial cracks, of accumulation & expansion in ruptures and of fissures & breakage in the pavement

    為此,本文在已有研究成果的基礎上通過廣泛調研,結合作者近幾年來主持或參加的有關水泥混凝土路面研究課題的部分成果,在路面基層的各種性能得到保障的前提下,通過理論研究和試驗研究,得出路面板的開裂破壞過程分為三個階段,即初始裂縫形成階段、裂縫累積和擴展階段以及路面斷裂破壞階段。
  14. 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、膨脹劑等材料的品種、用量對混凝土收縮性能及混凝土劈裂抗拉強度的影響,探討了通過合理的配合比設計達到減少混凝土收縮、提高混凝土劈裂抗拉強度進而降低混凝土開裂風險的可能性。
  15. Petroleum and natural gas industries - cements and materials for well cementing - determination of shrinkage and expansion of well cement formulations at atmospheric pressure

    石油和天然氣工業.油井固井用水泥和材料.在大壓力下固井水泥加工制劑的收縮和膨脹的測定
  16. Petroleum and natural gas industries - cements and materials for well cementing - part 5 : determination of shrinkage and expansion of well cement formulations at atmospheric pressure

    石油和天然氣工業.油井固井用水泥和材料.第5部分:在大氣壓力下固井水泥加工制劑的收縮和膨脹測定
  17. Petroleum and natural gas industries - cements and materials for well cementing - part 5 : determination of shrinkage and expansion of well cement formulations at atmospheric pressure iso 10426 - 5 : 2004 ; english version en iso 10426 - 5 : 2005

    石油和天然氣工業.油井固井用水泥和材料.第5部分:在大
  18. Test method for potential expansion of portland cement mortars exposed to sulfate

    硅酸鹽水泥在硫酸鹽環境中的潛在膨脹性能試驗方法
  19. Testing of resin and polymer cement compositions for use in construction - methods for measurement of unrestrained linear shrinkage and coefficient of thermal expansion

    建築用樹脂和聚合膠料成分測試.第12部分:熱膨脹系數和無限制線性收縮量測量方法
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