防水結構 的英文怎麼說

中文拼音 [fángshuǐjiēgòu]
防水結構 英文
waterproof construction
  • : Ⅰ動詞(防鷥) provide against; defend against; guard against Ⅱ名詞1 (防守; 防禦) defence 2 (堤...
  • : 名詞1 (由兩個氫原子和一個氧原子結合而成的液體) water 2 (河流) river 3 (指江、河、湖、海、洋...
  • : 結動詞(長出果實或種子) bear (fruit); form (seed)
  • : Ⅰ動詞1 (構造; 組合) construct; form; compose 2 (結成) fabricate; make up 3 (建造; 架屋) bui...
  • 防水 : waterproof; water proofing
  • 結構 : 1 (各組成部分的搭配形式) structure; composition; construction; formation; constitution; fabric;...
  1. In addition, this paper carry out successfully the support design practice in the preceding excavation of 4km long exploratory tunnel. according to the thesis research results, the following conclusion can be drawn. if the grouting rock can possess sound anti - seepage capability and the liner structure can hold higher hydraulic permeability relatively, and if the adjoining rock can be made as primary load - bearing structure by construction measure, the stability of country rock and the safety of liner structure will be guaranteed

    計算果表明,如果能使錦屏工程引隧洞灌漿圈圍巖具有較好的滲性能,將高外壓力控制在灌漿圈以外,再配合透性相對較好的支護以及排措施,使灌漿圈圍巖成為主要承載,並使襯砌和灌漿圈共同承載,是可以保證圍巖的穩定和支護安全的。
  2. In view of the natural conditions in loess area of gansu, in the light of investigation conditions of seepage of built loess and weak rock highway tunnels in this area and classification of water gushing conditions for railway tunnels, and by engineering analogism, the classification of tunnel water gushing types suited the structure design of highway tunnel waterproof and drainage, and the three methods for checking and subdividing water gushing types are presented

    摘要針對甘肅黃土區的自然條件,依據該地區已建黃土及軟巖公路隧道滲漏調查情況和鐵路隨道涌狀態分類,運用工程類比法提出適合該地區公路隧道設計的隧道涌類型劃分及對涌類型校核與細分的三種方法。
  3. The structure of whole insulting and full airproof make it have the function of antiflood, antisepsis, and antipollution

    其全絕緣全密封的,具備腐蝕抗污染的能力,
  4. The characters and reasons of easily destroyed asphaltum road was mainly discussed in this paper. then some prevention and cure measures was proposed to improve the quality of road construction

    摘要瀝青路面易損病害易發生在泥混凝土加鋪瀝青混凝土、地勢坑凹多雨、斜坡、轉彎及十字路口、公交站等路段。合理設計路面、加強瀝青路面設計、嚴格控制施工質量是瀝青路面易損病害的主要治措施。
  5. Using cd, cu, zn and cr as experimental toxicants and crucian as experimental creature, we employed the environmental biotechniques ( flame atomic absorption spectrophotometry, the method of improved pyrogallol autoxidation and electron microscopy ) to study the acute toxicity and secure concentrations of heavy metals to crucian ; the accumulation and distribution of mixed heavy metals to fingling crucian ; the activities of superoxide dismutase ( sod ) of gill and liver tissues and the hispathological and ultrastructural change of superfine structure of liver and kidney of crucian after cadmium exposure. through which, we intended to fully and systemically study the toxic influence of heavy metals to fish, and preliminarily discuss the influence of heavy metals pollution to the diversified level of fish such as individual, organ, tissue, cell and molecule. thus we tried to provide scientific evidence to establish preventative management measures, avoid and relieve the harm of heavy metals pollution to aquicolous ecosystem in time

    隨后以這幾種重金屬作為實驗毒物,以鯽魚為實驗動物,應用環境生物技術、火焰原子吸收分光光度法、鄰苯三酚自氧化法、透射電鏡等技術研究了重金屬cu 、 zn 、 cd和cr對鯽魚的急性毒性及其安全濃度評價、混合重金屬在鯽魚幼體組織內的積累和分佈、 cd對鯽魚鰓和肝臟中sod活性的影響、 cd對鯽魚肝細胞和腎細胞超微的影響等,全面和系統地研究了環境中重金屬暴露對魚類的毒性影響,初步探討了重金屬污染對魚類的個體? ?器官? ?組織? ?細胞? ?分子等各平層次的影響,為制定漁業生產上預性的管理措施提供科學依據,及時避免或減輕重金屬污染對生生態系統造成的損害。
  6. An epoxy anti - corrosive paint was prepared with polyaniline doped sulfosalicylic iii abstract acid as anti - corrosive agent. the phase texture of fracture surface on the coating was observed by sem. the results showed that granulated polyaniline formed crossing network in the coating, so the coating is well conductible

    採用磺基楊酸摻雜聚苯胺與環氧樹脂共混制備腐塗料,掃描電鏡研究果摘要表明,聚苯胺是以連續的網狀在復合物中形成導電通路,從而保證塗層具有良好的導電能力。
  7. In this thesis, the development of emulsion polymerization theory and related new technologies are comprehensively reviewed, and the synthetic technologies of acrylate latex modified by organosilicon both at home and abroad are also reviewed. based on the current development and research in this field, attentions of this study are focused on three ways for preparing novel acrylate latexes modified by organosilicons, that is, 1 ) the acrylate monomers are copolymerized with unsaturated silicons by emulsion copolymerization ; 2 ) a new latex with microphase separation morphology is synthesized, which shows a core - shell structure character ; 3 ) soap - free polymerization is explored for preparing a higher - performance latex using an unsaturated silicon monomer, different acrylates and a reactive emulsifier. by using techniques of delaying addition of organosilicon monomer and a hydrolysis inhibitor, the hydrolysis and condensation of 3 - ( trimethoxysilyl ) propyl methacrylate during polymerization can be effectively prevented, as a result, organosilicon content in the macromolecular chain is increased

    同時採用有機硅單體延遲滴加及添加解抑制劑等技術,有效止了-甲基丙烯酰氧基丙基三甲氧基硅烷在乳液聚合過程中的過渡解及縮合反應,提高了聚合物大分子鏈中有機硅鏈節的含量;利用紅外光譜與差示掃描量熱儀對產物分子進行了表徵,並通過對共聚產物力學和吸率的測試,證實了本研究所制備的有機硅改性丙烯酸酯共聚物具有比純丙烯酸酯聚合物更優良的力學及耐性能;從分子設計角度出發,利用醇解反應合成出解、縮合反應速率較慢的兩種新型不飽和有機硅單體: ?甲基丙烯酰氧基丙基三乙氧基硅烷和?甲基丙烯酰氧基丙基三異丙氧基硅烷;利用核磁共振對新型硅烷單體進行了證實;研究表明利用新型硅烷單體可以制備出高硅烷含量的有機硅改性丙烯酸酯乳液,且其聚合產物具有較高的力學及耐性能。
  8. Methods of test for masonry units - determination of water absorption of clay masonry damp proof course units by boiling in water

    磚石體的試驗方法.用煮沸法對陶土磚石潮層吸性的測定
  9. In addition to, the fatigue crack between web and upper flange of welded steel crane beam on heavy duty service was discussed, and based on long - term observation and research, the author classified fatigue crack into bearing type and middle type crack along the horizontal direction. the causation, distributive law and mechanism of the crack were analyzed, and the precautions to take and the measures to remedy crack were presented. the main defacts including damage, crack, erosion and aging in structures, especially in concrete structure were introduced ; the defact mechanism was analyzed and the precautions to take were also given

    另外,作者對重級工作制焊接鋼吊車梁腹板與上翼緣連接焊縫的縱向平疲勞裂縫進行了長期的觀察和研究,根據疲勞裂縫產生的不同機理,將其分為支點裂縫和肋間裂縫,並討論了兩類裂縫產生的原因、分佈規律、機理以及治的措施;對工程中經常遇到的件,尤其混凝土件的幾種主要病害(損傷、裂縫、腐蝕與老化)進行了機理分析並提出了治措施。
  10. Through the experimental research, we think : the technological capacity of fiberglass asphalt macadam if weaker than asphalt macadam, however, if use elasticized capacity to solve blending technological problem. adjust the breed of fiber silk, extend its diameter, its paving capacity is still worth exploring, asphalt - rubber macadam structure lager have good deformed - become capacity and crazed - resistance capacity, small gap rate. good water - resistance capacity, good hot - stability and simple construction technology. therefore. pitch rubber spall is a good cover material which is suitable for the second class or lower whose asphalt pavement has split open because of fatigue. and is the good structural measure of preventing half - rigidity grass - roots unit shrink - rift reflecting. pave a thin layer of pitch rubber spall between asphalt - type pavement layer and half - rigidity basic level, although the cost of building is higher than paving togongbu in the middle, the construction technology, crazing - resistance and water - resistance are better than togongbu, not only could reduce greatly the reflex of half - rigidity grass - roots unit material, long then the use lifespan of pavement, but also it is possible to reduce suitably the thickness of asphalt mixture layer, though the cast of building in the early days becomes more, in the long - term opinion, it have fully important technological and economical significance

    通過試驗研究認為:玻璃纖維瀝青碎石的技術性能不如瀝青碎石好,但路用彈性性能較好,如能解決拌和工藝問題,調整纖維絲的品種,增大其直徑,其路用性能仍值得探討,瀝青橡膠碎石層具有變形性能和抗裂性能良好,空隙率小,性能好,熱穩定性較好,施工工藝簡單的特點,因此,瀝青橡膠碎石是二級及二級以下公路因疲勞而開裂的瀝青路面的良好罩面材料,也是止半剛性基層收縮裂縫反射的良好措施,在瀝青類路面面層和半剛性基層之間夾鋪瀝青橡膠碎石薄層,雖然造價比夾鋪土工布高,但其施工工藝,抗裂性能和性能均優于土工布,不僅可以大大減少半剛性基層材料的反射裂縫,延長路面使用壽命,而且可能適當減薄瀝青混合料面層的厚度,雖然初期造價有所增加,從長遠來看,具有十分重要的技術和經濟意義。
  11. The paper is based on the construction of the express - highway between yiyang and changde in hunan province, aiming at enhancing the serviceability of cement concrete pavement, probing into the structural assemblage of the cement concrete pavement, the roadway drainage system, contraction joint with the dowel bar and precaution of bumping at the end of the abutment. it presents some achievements of the research, including more reasonable structural assemblage and roadway drainage system, the method of setting dowelled bar in contraction joint, putting forward the concept of stage - transition from rigid to flexile behind abutment

    本文以湖南省益陽至常德高速公路項目為依託,以提高泥混凝土路面使用性能為目標,就泥混凝土路面組合、路面排系統、縮縫設置傳力桿、橋頭跳車問題的治等方面開展研究和工程實踐,取得了豐富的研究成果,如研究採用了更合理的路面組合,設置了較完善的路面排系統,在國內高速公路上率先全面採用縮縫加傳力桿技術,對所有橋涵造物臺背全部採用剛柔過渡技術處理橋頭跳車問題等。
  12. The papers whose research object is the 7 - floor frame - structure with isolator - seismic layer, in which the isolator - seismic layer adopt some standard interlayer rubber isolator. by establish a 3 - dimension finite - element modal and use the a nalysis soft - ansys, we can make dynamic analysis on the structure. by analyses we can get some response characteristics of the structure sparked by the normal and rarely earthquake of 8 - degree fortify intensity, by the double - horizons seismic and by the vertical seismic

    本論文設計了一7層的具有隔震層的框架並以此為研究對象,其中隔震層採用標準件的夾層橡膠隔震墊,通過建立三維有限元分析模型,運用大型有限元分析軟體? ansys對進行動力響應彈塑性時程分析,得出了在8度設烈度下的常遇平地震和罕遇平地震激勵下的響應特性、在雙向平地震波激勵下的響應特性和在豎向地震波激勵下的響應特性。
  13. In order to solve this problem, we find a kind of herbages plant - sabaigrass ( eulaliopsis binata ) which not only can accommodate the badly environment of purple soil but also have excellent water and soil conservation effect and good economic benefit. this study adopt quantitative and qualitative methods, through comparative study of four different utilization types : sabaigrass treatment, grass tree solid plating treatment ( planting sabaigrass under fruit trees treatment ), bare land treatment, natural wild grassland treatment, study water and soil conservation effect, soil water condition, soil constructors condition, soil fertility condition and soil surface temperature, then evaluated the water and soil conservation effect of plating sabaigrass in purple soil bare sloping field and probed into water and soil conservation mechanism. the main results are as follows : 1

    本研究針對湖南省衡邵盆地紫色巖地區日益惡劣的生態環境,從紫色土荒坡地土流失治理入手,在尋求出既適應紫色土荒坡地惡劣環境又有良好土保持作用和一定經濟效應的作物? ?龍須草的基礎上,用定性和定量相合的方法,以「龍須草純種」 、 「龍須草與果樹立體種植」 (簡稱林草立體種植,下同) 、 「空曠地」 、 「自然野生雜草地」四種不同的土地利用方式進行對比研究,從土保持效應、土壤文狀況、土壤、土壤肥力狀況、地表溫度狀況等方面分析、評價紫色土荒坡地種植龍須草土流失的效應,並對其機理進行了初步探討,主要研究果如下: 1
  14. This series product adopt revions - labyrinthian strctre, they have performance of water - proof and dust - proof, the protection grade reaches ip65

    本系列產品為迷宮式防水結構,具有良好的塵性能,護等級為ip65 。
  15. The products adopts curve - sealing water - proof, they have performance of water - proof and dust - proof, the protection class reaches ip65

    本系列產品為迷宮式防水結構,具有良好的塵性能,護等級為ip65 。
  16. ( 4 ) the seepage prevention structures and drainage structure is very important for the safety and stabilization of rcc dams, so their effects is discussed in this paper to the seepage field ' s characteristics of rcc dams, moreover, the seepage control schemes of rcc dam is analyzed

    ( 4 )碾壓混凝土壩的滲與排對于大壩的安全與穩定極為重要,本文研究了各種滲與排技術對大壩滲流場特性的影響作用,並分析了各種滲與排方案的特點。
  17. They did not get wet because airtight caissons ( watertight structures ) were sunk under the water giving the men a dry place to work

    他們之所以不會全身濕透,是因為事先就在河裡放置了密閉的潛箱(防水結構) ,所以他們可以在那裡面工作,而不被弄濕。
  18. Waterproof structure, it is suitable forusing in the bathroom, shower room, sauna room, swimming pool and kitchen ect

    特殊防水結構,適用於浴室,淋浴房,澡堂,游泳池,廚房等多多霧的場所使用
  19. Dtu 43. 5 - building works - repair of waterproofing structures of terrace or inclined roofing - part 2 : contract bill of special clauses

    Dtu 43 - 5 .建築工程.平屋頂和斜屋頂防水結構的修理.第2部分:特殊條款合同
  20. Dtu 43. 5 - building works - repair of waterproofing structures of terrace or inclined roofing - part 1 : contract bill of technical clauses

    Dtu 43 - 5 .建築工程.平屋頂和斜屋頂防水結構的修理.第1部分:技術條款合同
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