銹蝕等級 的英文怎麼說

中文拼音 [shíděng]
銹蝕等級 英文
rusting grade
  • : Ⅰ名詞1. (金屬表面的氧化物) rust 2. (銹病) rustⅡ動詞(生銹) become rusty
  • : Ⅰ動詞1. (損失; 虧耗) lose 2. (腐蝕) erode; corrode Ⅱ名詞(天體現象) eclipse
  • : Ⅰ量詞1 (等級) class; grade; rank 2 (種; 類) kind; sort; type Ⅱ形容詞(程度或數量上相同) equa...
  • : Ⅰ名詞1 (等級) level; rank; grade 2 (年級) any of the yearly divisions of a school course; gra...
  • 等級 : 1 (按質量、程度、地位等的差異而作出的區別) grade; rank 2 (在社會地位和法律地位上不平等的社會集...
  1. This paper unfolds engineering disposition and theoretical research of negative temperature high performance concrete ( nthpc ) with the damage of many factors motivation, the project background based on qing - zang railway engineering, which is one of four - emphasized engineering during the tenth five - plan. due to the difference of environment of construction and service between nthpc and ordinary concrete, and therefore durability of nthpc is required to higher level. at a first, nthpc must avoid frozen damage at early age and possess anti - freezing property at later period, in order to meet engineering practicable application need, and this are two emphasized and difficult problems, as for nthpc ; by means of mechanism analysis about deicing - agent ingredient and anti - freezing at early period, adopting composite technique routine of mineral addition + anti - freezing element + water - reducer4 - air - entraining + anti - erosion of steel component etc, based on orthogonal experimental approach, fd - 1 composite functional admixtu re was manufactured, which has more property and orientation on qing - zang railway

    負溫混凝土由於和普通混凝土在施工環境及服役環境上存在的差異,因此表現為比普通混凝土更為較高的耐久性要求;負溫混凝土首先要避免早期的凍害以及具備長期抗凍性能,才能夠滿足工程實際應用的要求,這也是負溫混凝土必須解決的兩大技術關鍵;通過對目前常用防凍劑組分作用機理的分析研究及混凝土早期防凍機理探討,採用礦物外加劑+防凍組分+高效減水劑+引氣+阻組分功能復合的技術路線,通過正交試驗設計復配了適應青藏鐵路工程要求的專用多功能復合型外加劑fd - 1 ;並在此基礎上配製不同負溫高性能混凝土,開展一系列包括硫酸鹽侵、氯離子滲透、抗凍融循環、收縮及耐磨性耐久性能研究;通過對fd - 1組分和摻量的調整,優化負溫混凝土在施工特性、力學指標和耐久性三個方面的兼容、協調性。
  2. And it investigates the appearance condition ( including joint, crack, eroding, corrosion, braking pole device rupture, crane - girder ' s gnawing railway and so on ) of the whole crane - girder system on the spot, at the same time, it also actually examines the stress of the beam, chemical ingredient, distortion and railway excursion, etc. through sampling, and based on the actually examined results, it checks and calculates the carrying capacity of crane - girder system. then, based on the investigating on the spot and the calculated result, it discusses the mechanism of fatigue failure of the upper part of welded steel crane - girder, analyses the reason of steel crane - girder in the high - frequency emerging the fatigue crack, institutes the strengthened method of damaged steel crane - girder of accurate packing up workshop of the primary mill plant. finally, it presents some advice and suggestions for the repairing and strengthening method of fatigue crack of upper part of steel crane - girder in the high - frequency

    針對包鋼初軋廠精整車間鋼吊車樑上部區域出現裂縫這一問題,本文首先綜述了國內外關于焊接鋼吊車樑上部區域疲勞裂縫的研究現狀;其次對整個吊車梁系統的外觀情況(包括連接、裂縫、腐、制動桿件斷裂、吊車啃軌)進行了現場調查,抽樣實測了梁的應力、化學成分、變形及軌道偏移,根據實測結果,對吊車梁系統的承載能力進行了驗算;然後,根據現場調查及計算結果,探討了焊接鋼吊車樑上部區域疲勞破壞的機理,分析了重工作制鋼吊車梁出現疲勞裂縫的原因,制定了初軋廠精整車間破損鋼吊車梁的加固方案;最後就重工作制鋼吊車樑上部區域出現疲勞裂縫的修復與加固方案提出了一些意見和建議。
  3. Particularly recommended for upgrading old coatings and repainting rusted steel where hand cleaning only is possible. excellent maintenance system for piping, bridges, tanks, ships and offshore structures, etc

    特別推薦施工於舊塗層的升鋼材的重塗,表面處理可使用手工處理。對于管道、橋梁、水箱、船舶以及海上平臺結構均能賦予優異的保護性能。
  4. Rust grades and preparation grades of steel surfaces before application of paints and related products

    塗裝前鋼材表面銹蝕等級和除
  5. Preparation of steel substrates before application of paints and related products - visual assessment of surface cleanliness - rust grades and preparation grades of uncoated steel substrates and of steel substrates after overall removal of previous coatings

    塗油漆和有關產品前鋼基底預處理.表面清潔度的目視評定.未塗鋼基底和全面清除原有塗層后鋼基底材的銹蝕等級和處理
  6. Preparation of steel substates before application of paints and related products - visual assessment of surface cleanliness - part 1 : rust grades and preparation grades of uncoated steel substrates and of steel substrates after overall removal of previous coatings informative supplement : representative photographic examples of the change of appearance imparted to steel when blast - cleaned with different abrasives

    塗裝油漆和有關產品前鋼材預處理.表面清潔度的目測評估.第1部分:原塗層全部清除后無塗層鋼材和鋼材的銹蝕等級和除及參考性補充:用不同磨料進行噴丸處理時鋼材表觀改變的典型樣版照片
  7. Resistance to aggressive media and environments is achieved by using highgrade materials such as stainless steel both for the measuring system and the case

    測量系統和外殼都採用高材料,如不鋼,這樣可以抵抗腐性介質和環境。
  8. The main works of this dissertation are as follows : 1 ) the most recent durability research of reinforcement corrosion is generalized. 2 ) each calculation method of member assessment item ( including concrete cover cracking because of corrosion, concrete cover cracking limitation, chloride - ion eroding, deformation and bearing capacity ) is introduced. then the grade of corroding reinforcement concrete member is given

    本文主要做了以下幾個方面的工作: 1 )總結了鋼筋的耐久性研究現狀; 2 )介紹了構件各個評定項目(混凝土保護層脹開裂、保護層脹裂縫限值、氯離子侵、變形與承載力)的計算方法,劃分了構件耐久性評定的層次和,初步建立了考慮多種因素的鋼筋混凝土構件耐久性評定方法。
  9. In our country, most of bridges were built in 1960s or 1970s, which were based on that time traffic discharge and development planning, so design criterion of these bridges were very lower. in addition, it was inevitable to bring about cracks > concrete rupture, steel rust ^ honeycomb and water proof layer failure, because some established bridges were built by poor construction and maintenance during the course of operating period. all above mentioned lead to durability and bearing capacity could n ' t gain to design standard

    由於我國很多橋梁建於上個世紀六、七十年代,基於當時的車流量和各方面的發展規劃,橋梁設計普遍偏低;另外,某些既有橋梁由於施工質量差和運營期間維護不到位,不可避免地會產生裂縫、混凝土破損、鋼筋、蜂窩及防水層失效缺陷,從而導致耐久性及承載力達不到設計要求。
  10. Due to the systematic use of high - grade stainless steel for the wetted parts, this sensor is suitable for aggressive media

    由於外殼全部採用高鋼製成,所以該傳感器可以用於化學腐介質的測量。
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