速凝混合料 的英文怎麼說

中文拼音 [nínghúnliào]
速凝混合料 英文
quick-set mixture
  • : Ⅰ形容詞(迅速; 快) fast; rapid; quick; speedy Ⅱ名詞1 (速度) speed; velocity 2 (姓氏) a surna...
  • : 動詞1. (凝結) congeal; curdle; coagulate 2. (注意力集中) fix
  • : 混形容詞1. (渾濁) muddy; turbid2. (糊塗; 不明事理) foolish; stupid
  • : 合量詞(容量單位) ge, a unit of dry measure for grain (=1 decilitre)
  • : 名詞1 (材料; 原料) material; stuff 2 (喂牲口用的穀物) feed; fodder 3 (料器) glassware 4 (...
  • 混合 : (攙雜在一起) mix; blend; mingle; admix; mixture; mix up; interfusion; commixture; blending; cre...
  1. Abstract : based on the indoor test results of the base bedding course materials for cement concrete pavement and prevalent actural calculation approach of the prevalent norms, and according to the different compositions in changtan expressway and in consideration of the experiences gained in the central and southern region, a typical structure legend for cement concrete pavement which is suitable for areas damp and with plenty of rainfall the typical structure and guideline for the use of the typical structure legend are presented in this paper

    文摘:通過對南方多雨地區目前常用的水泥土路面基墊層材的室內試驗,依據現行規范的結構計算方法,進行不同結構組驗算與長潭高公路試驗路段現場檢測,並參考中南地區使用經驗,提出了適應多雨潮濕地區水泥土路面典型結構圖例,論述了運用典型結構圖例的原則及指南。
  2. Under the different freezing - thawing cycle circumstance, three factors of water binder ratio, air content and mineral admixture are analyzed by using the method of orthogonal table. the test results show that the chief influencing factor is the water binder ratio in water freezing - thawing cycle circumstance, and in salt freezing - thawing cycle circumstance is the air content. this could illustrate that entraining air into concrete can improve the frost resistance of concrete effectively in salt freezing - thawing cycle

    分析了在純水和3 . 5 % nacl溶液中受凍后,水膠比、含氣量和摻土飽和系數及變化率的影響規律,試驗結果表明水膠比對土水凍時的飽和系數及變化率影響顯著,而鹽凍情況下含氣量則是主要影響因素,說明引氣能顯著提高土的抗鹽凍性能。
  3. For floors where abrasion and impact resistance as well as dust - proof are required such as for shed, loading area at port, machinery industry, aitcraft parking apron, garage, parking area, oil storage piant, pathway floor, mine chute, bridge surface, reservior overflow relief channel, energu consumption. loading slope, military industry, weaving mills, cold storage plant, automobile industry, electronic industry express highway, etc

    倉庫、碼頭裝卸區、機械工廠、飛機停機坪、車庫、停車場、油庫、通道地面、工礦溜槽、橋面、水庫溢洪道、交通池、裝卸斜坡、軍工企業、紡織業、冷凍庫房、汽車工業、電子工業、高公路等適金屬骨要求的土地面。
  4. Cfrc are structural and functional materials. the system can monitor not only the vehicle - speed, but also the weights and traffic flux. and it can even monitor the distortion and the damage of the road

    碳纖維土既是結構材,又是功能材;該系統不僅可以監測車,進一步還可監測車重和車流量,以及道路變形和損傷情況;而且系統成本低廉,綜功能又強,因此具有廣闊的應用前景。
  5. When the cement concrete pavement is opened to the traffic up to 3 ~ 5 years, especially when the wear resistance of the coarse aggregate is not good and the strength of the concrete pavement is not adequate, the wear in the original road surface will be more distinct in these cases. the phenomena of stripping, pit slot, surface pit, incompact and polish, filler damage and etc. usually happen in the cement concrete pavement. it will influence the traffic quality once the diseases appear in the cement concrete pavement

    本論文結東北高黑龍江分公司項目《水泥土路面白色薄層罩面技術的研究》展開工作,通過大量的試驗研究,從以往國內的修復材,國外的同類材中,參考道路修復材的技術標準,路面養護維修手冊和土路面修補技術要求,吸取已有材的長處和特點,研製開發了kg水性修補材和kg油性修補材,通過反復測試並做正交試驗,研製出最優配方。
  6. In this thesis, first, reasons and factors for the stability of loose rock dams were summarized according to the field surveys and certain expert ' s experiences. then, researches on block stability problems were reviewed, and according to the relationship between grain size and incipient velocity, it is found that the block weight is in direct proportion to 6 - 9 power of incipient velocity, and 50 % increase of the velocity will result in about 40 times change of the block weight. after that, experiments were conducted in a flume, focusing on the relationship between incipient velocity and some main factors including block weight, water depth over the dam, cross - section size, block material and river bed material

    本文首先根據散拋石壩損毀情況的現場調查資,結有關專家多年的整治經驗,總結出壩體的損毀原因及影響因素;對現有塊體穩定性的研究成果進行回顧和總結,並針對散拋石壩的直接損毀現象,結山區河流的水流、地形特點,利用塊體粒徑與起動流的關系,提出塊體穩定重量與起動流高次方成正比的概念,流50的增長可能導致塊體穩定重量接近40倍的變化;通過二維變坡水槽試驗,研究了壩體穩定的主要影響因素,包括塊體重量、壩頂水深、斷面尺寸、塊體材(塊石和卵石兩種) 、護底等,結果表明對于山區河流,試圖僅僅通過增加壩體單個塊體重量或斷面尺寸來提高壩體穩定性效果甚微;最後,根據西部地區的自然、經濟、交通等條件,提出可以採用柔性土鉸鏈體等一類整體性較好的護面層作為散拋石壩的防沖毀措施,以期取得良好的工程效果。
  7. By means of inquisition, the paper analyzes the causes of cement concrete pavement damage in earlier period, divides its damage into stages and analyzes the damage mechanism in theory, then puts forward relevant countermeasure for all stages. on base of these, by studying large quantity of experiments indoors combined testing road, the technique of pressing mortar under cement concrete plank and changing pavement plank, the material used to quickly repair pavement and system for draining off water are analyzed and researched in detail from principle to craft. at same tune, all kinds of repairing material and technique adaptable to cement concrete pavement are put forward

    本文通過對水泥土路面破損的調查,分析了造成水泥土路面早期破損的原因;劃分了水泥土破壞階段,對不同階段的破壞機理進行了理論分析,並相應的提出了各階段的維修養護對策;在此基礎上,通過大量的室內試驗並結試驗路的研究,重點對水泥土板底壓漿技術、水泥土路面的換板技術、水泥土路面的快修補材以及對水泥土路面的排水系統從技術、原理到材工藝進行了詳細研究和理論分析,提出了適應各種水泥土路面破壞的修補材和修補技術;最後本文還對修築水泥土路面提出了具有指導性的建議。
  8. 3 the design theories of cooling pipe of play down internal temperature of mass concrete about diameter, length, arrange method, rate of flow, current velocity, reduce heat time, temperature disparity to in and out, reduce heating result etc. 4 the theory of influence about concrete internal temperature and concrete crack because of transform of mixture ratio and pulverized fuel ash sophisticate quantity

    西安建築科技大學博士生論文一;一;一一『一一一3降低大體積土內部溫度常用的冷卻水管的管徑、長度、布置方法、水流量、流、降溫時間、進出水口的溫差、降溫效果等的設計計算理論。 4配比及摻加土內部溫度和土開裂的影響理論。
  9. On the base of researching lots of information, the author particularly analyzes and compares the technique and economic index of steel residence and traditional structural system - rc structure to reflects the steel residence ' s good overall economic benefit by concrete datum from the material cost, effective service area and the construction ' s speed etc. discuss the optimum structural system of different scale of earthquake. the theory and example illustrate that when high steel residence has great horizontal load, the frame - prop structure is optimum

    在大量資研究的基礎上,作者進行了一個六層住宅建築實例的技術性與經濟性分析比較,該建築分別採用鋼結構和傳統結構體系? ?鋼筋土框架結構,通過具體數字,從結構主材造價、有效使用面積、施工度等幾方面反映鋼結構住宅建築的綜經濟效益好,討論了不同地震烈度下兩種結構的優化體系,理論、結構分析算例和此實例分析都說明了有較大水平荷載時,多、高層住宅鋼結構宜採用鋼框架? ?支撐結構體系。
  10. Such parameters as in - service function, construction technique, construction speed, earthquake resistance behaviour and fire resistance behaviour were analyzed, the results showed that rpc filled in steel tube columns had advantages over other columns in the respects. from the economical analysis of different columns supporting similar loading, it can be seen that the material price of rpc filled in steel tube columns was the lowest. considering outstanding durability of rpc material, the macro - price of rpc filled in steel tube columns should be the lowest and the economical benefit should be the best

    通過對鋼管活性粉末土柱的建築使用功能、施工工藝、施工度、抗震性能、耐火性能等眾多指標的分析以及在構件承受相同荷載條件下鋼管活性粉末土和不同強度的鋼管土、鋼筋土、鋼柱的材造價的比較,可以看出,鋼管活性粉末土的局部造價是最低的,結rpc材優異的耐久性能,可以認為該組結構的材造價是最低的,具有極好的經濟效益。
  11. The primary study contents as follows : acquire the superhigh strength and excellent duration by adoption of the confecting technique of high performance concrete ; reduce the penetrability of color facing layer and extend the fixed number of serve years of color stamped facing layer to a great extent by the basis of the compound optimum principle of materials and the technique of surface managing and coating ; realize onetime quick construction and tridimensional modeling of facing and foundation by printing principle and mould and by using subtly the flowing - changing characteristic effacing layer

    主要研究內容有以下幾個方面:採用高性能土配製技術獲得彩色飾面層的超高強度和優異的耐久性;根據材優化原理,通過表面處理和罩面技術,降低彩色飾面層的滲透性,大幅度延長彩色印模飾面的使用壽命;借鑒印刷原理和模具造型並巧妙地利用飾面層的流變特性,實現飾面與基體的一次性快施工和立體造型。論文的主要工作及研究成果包括以下幾個方面。
  12. Cfst ( concrete - filled steel tube ) is a new type of compound material. it ' s bearing capacity is much greater than rc ( reinforced concrete ). and the amount of form needed during construction is greatly reduced

    鋼管土結構作為一種新型復,不僅其承載能力較普通鋼筋泥土有大幅度提高,施工中對模板的需求也大為減少,而且其耐火性、耐沖擊性等各種指標都遠強于普通鋼筋泥土,因而在土建工程中得到了迅發展。
  13. Based on above, the characteristics of hydration hardening process and microstructure of hsc as well as the interfacial layer between cement paste and coarse aggregate are investigated under low water cement ratio, high content superplasticiser and with one kind or more than one kind of mineral materials condition, the reaction mechanisms of different mineral materials are also discussed

    研究了不同水膠比、復成分高效減水劑及礦物摻的摻加方式、摻量對高強土水泥漿體水化放熱過程和水泥漿體的水化熱、水化放熱率以及最高溫升的影響規律。探明了高強土中水泥漿體的水化硬化過程、礦物摻之間的相互作用機理。
  14. The result of macro - quality experiments show : mineral admixtures markedly slow the hydrating velocity of cement slurry, decrease and delay the hydrating max - temperature, in which steel slag is more effective ; expansive agents compensate concrete shrinkage, enhance the concrete dense degree, strengthen the interfacial layer between fiber and cement matrix and improve the physical mechanics qualities of acic ; minimal admixtures markedly improve the concrete workability property, increase the concrete later intensity & density and the capability of anti - chemical attack and anti - permeability ; hybrid fiber reinforces the toughness of obviously acic by the means of anti - cracking effect of fiber with different sizes and different properties in the corresponding construction levels

    實驗結果顯示:鋼渣摻能顯著減緩水泥漿體水化率,降低砂漿的水化溫升並延遲最高溫升時間;補償土收縮,提高土密實度,加強纖維與水泥石的界面粘結,增強土力學性能,但不能明顯改善土韌性。雜纖維通過纖維的不同尺度與不同性質在相應的結構層次上產生阻裂效應,增韌鋼渣防滲抗裂土;增加土的破壞極限能,極大提高土抗彎曲能力和韌性指數,改善土脆性。
  15. Nondestructive testing is a very important and difficult research lesson about the defect of concrete structures. this paper mainly measures the stress waves conveying in concrete structures and the depth of surface - opening cracks in concrete plates by using impact echo method after carefully reading a lot of articles about the state and the abroad of concrete nondestructive in the field and incorporating the special conditions on the laboratory

    土結構物的缺陷的無損檢測是一個非常重要而又非常困難的研究課題,本論文在大量參閱了國內外關于土結構物無損檢測的研究資后,結本實驗室的具體條件,應用沖擊反射法集中對應力波在土板塊內傳播度和土結構物內部開口裂紋深度的測量等一系列問題展開了研究。
  16. Therefore water jet is a good unconventional tool for hard, fragile and very difficult to cut materials, e. g. composite, concrete, ceramics and stone materials etc

    水射流尤其適用於高硬度、高脆性難加工材、復、鋼筋土、陶瓷、石材等的切割加工。
  17. Two different reinforcing methodologies are applied : modification of the overlay characteristics by adding chopped glass fibers to the hot mixture asphalt ( hma ) and reinforcing asphalt overlay with glass grids. theory of fracture mechanics ( fm ) is employed to determine crack growth rates for the suggested anti - cracking overlay systems. asphalt mixture designing tests, three point bending tests and fatigue crack propagation tests were carried out. the critical stress intensity factors kic are determined for plain and reinforced asphalt concrete. depending on the fatigue crack propagation, the crack growth rate is determined for each type of anti - cracking system and the cracking process is also analyzed. one of the significant points in this study is the attempt to give better understanding of the crack propagation for multilayer asphaltic overlay or what are suggested herein to be called composite structure anti - cracking overlay system. the results indicate that the reinforcing materials improve anti - cracking characteristics of the asphalt concrete. composite structure anti - cracking overlay gives a good solution for the reflective cracking phenomenon over old cracked pavements

    利用2種不同的方法加筋瀝青罩面:在瀝青中加入短切玻璃纖維改善瀝青土的特性,採用玻璃格珊加筋瀝青土.應用斷裂力學方法分析瀝青路面裂縫擴展機理.採用瀝青設計試驗、三點彎曲試驗和疲勞裂縫擴展試驗,確定加筋瀝青土的臨界應力強度因子kic ,測量每一種瀝青罩面抗裂系統的裂縫擴展率.本研究的主要特點是提出復型抗裂罩面系統,分析了多層加筋瀝青罩面裂縫擴展過程,推薦了若干瀝青路面抗裂系統.結果證明,加筋材可以提高瀝青罩面的抗裂特性,復型抗裂罩面系統能夠有效地阻止反射裂縫的擴展
  18. A low detonation velocity explosive with medium density ( lg / cm3 ) and proper power ( > 320ml ). which made from obsolete propellant by controlling the granularity and adding the inhibitor, is studied in this thesis ; the distribution of water in the powdery propellant is described, the effect of detonation velocity from different granularity of powdery propellant is studied and the simulated mathematical model on leakage of water in low detonation velocity explosive is also showed furthermore, the method involved in controlling the leak of water in explosive is provided. meanwhile the effect of inhibitor is experimented some of formulations and processes of low detonation velocity explosive are given in details

    廢棄發射藥可直接用來製造膠炸藥,在發射藥顆粒的空隙中加入氧化劑和高分子的溶液,經過一段時間后氧化劑溶液變成膠狀態即可制得灌注炸藥,該灌注炸藥具有密度較高( 1 . 4g / cm ~ 3 ) 、抗水、爆較高的特點;文中對灌注液所涉及的材、工藝流程進行了研究;分析了灌注炸藥的力學性能;利用灌注炸藥的高爆及發射藥的低爆組成一定形狀可用來形成特殊的爆轟波,利用matlab程序設計出了平面波發生器並對影響因素進行了討論。
  19. On the basis of collecting and analyzing the restoring technology data of the bridge decks pavement at home and abroad, the author chooses polymer and steel fiber concrete as a material quickly restoring the thin - layer bridge deck pavement

    在搜集和分析國內外土橋面鋪裝層修補技術的基礎上,選取聚物鋼纖維土作為快修復薄層橋面鋪裝層的材
  20. The research used materials are fast patching concrete 、 ordinary patching concrete and polymer mortar 。 the testing result indicates : ( 1 ) the mechanics properties of the patched concrete has surpassed the rank of c30 concrete

    其研究使用材有快修補土、普通修補土及聚物砂漿。試驗結果表明: ( 1 )修補土力學性能指標已超過c30土等級的要求。
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