襯合地板 的英文怎麼說

中文拼音 [chèndebǎn]
襯合地板 英文
composite floor board
  • : Ⅰ動詞1 (在裏面托上一層) line; place sth underneath 2 (陪襯; 襯托) set off Ⅱ名詞(襯在裏面的附...
  • : 合量詞(容量單位) ge, a unit of dry measure for grain (=1 decilitre)
  • : Ⅰ名詞1 (片狀硬物體) board; plank; plate 2 (專指店鋪的門板) shutter 3 [音樂] (打拍子的樂器) ...
  1. Based on the construction of the testing section for the lining of jiping main canal in shandong province of south - to - north water transfer project, the main causes of the cracking from the mechanized lining concrete slabs are analyzed from the aspects of foundation treatment, bedding layer placement, quality of the raw materials for the concrete, placement of the concrete, cutting of the hardened concrete and the curing of the concrete, and then the relevant prevention and control measures are pertinently put forward

    摘要結山東省南水北調濟平乾渠工程砌試驗段施工情況,著重從基處理、墊層料鋪設、混凝土原材料質量、混凝土澆築、成型混凝土割縫及養護幾個方面分析了機械化砌混凝土裂縫產生的主要原因,並針對性提出了預防及控制措施。
  2. This paper focuses on the research of the stress mechanism of the ribbed shell structure in statics, dynamics and under the explosive load on the basis of the engineering practice of cave depot of single aircraft. in this paper, according to the classical shell theories, the basic differential equilibrium of the ribbed shell structure and the finite element analysis of 3d rippled plate are established, in which the function of annular ribs reinforcement bars and 3d ripped steel plates are distributed in the range of the steel, and the functions along the longitude direction of tension, bending, and torsion are neglected ; applied with dynamic analytical theory, the dynamic model of ribbed shell structure and the analytical theory model of elastic - plastic are set up ; the triangle series method is used to solve the displacement and stress under the distributed load and the concentrated load of the ribbed shell structure

    本文以軍用機場面單機掩蔽庫工程建設為工程背景,首次對內三維波紋鋼混凝土拱型復結構的受力機理進行了靜力、動力和爆炸荷載的分析研究。根據將橫肋、鋼筋及三維波紋鋼的作用均勻分佈在殼體范圍內的情況,忽略橫肋、鋼筋及三維波紋鋼沿殼體母線方向的抗拉、抗彎及其抗扭作用,首次推導出了內三維波紋鋼混凝土殼體的微分平衡方程,建立了有限元計算模型,並採用三角函數法,求解了三維波紋鋼混凝土拱型復結構在分佈荷載和集中荷載作用下的位移響應和應力響應,並與普通殼體進行了比較。
  3. With an analysis of soil liquefaction potential for free field of nanjing metro line 1 under 7 degree earthquake, as well as for excavated field, in line with railway engineering anti - earthquake design specification, dynamic triaxial tests and theoretical analysis using efficient stress method, the author comes to the conclusion that, when metro plate is located at layer s and the layer is thick, liquefied area is at metro bottom plate ; in some local section liquefied area is at metro top plate, or arch sides at the top of metro in most places

    摘要採用鐵路工程抗震設計規范、動三軸試驗及有效應力的理論分析相結的方法,對南京鐵南北線( 1號線)區間隧道開挖后其基土在7度震情況下的土層液化情況進行分析得出:當隧道底坐落在5層且5層較厚時的液化區出現在隧道砌底處;局部段液化區出現在隧道頂部及拱腰;大部分段的液化區出現在隧道頂上方。
  4. The test obsvervation include air temperature, ground temperature, foundation moisture, freeze depth, freeze capicity, freeze residual capicity, groundwater table and shape transform of canal lining, etc. throught systemic observation, analysis of impact about each factor on fundation freeze capicity, evaluate effect on anti freeze of various canal lining, comparison on technology and ecnomic of different method, a kind of main canal lining format is been recommended to engineering practice with siutable to ningxia local feature, fufilling the need of main canal safey i application, economic and practical, that is using polystyrene plate laying under concrete slate and grit taking replace of filling layer and optimizing design

    試驗觀測內容包括氣溫、溫、基土含水量、凍深、凍脹量、凍脹剩餘量、下水位和砌體外觀變化等項目。通過系統的觀測,分析各因素對基土凍脹量的影響,評價各種砌型式的防凍西安理工大學工程碩士專業學位論文脹效果,並進行技術和經濟綜分析比較,推薦出了適我區特點、滿足乾渠安全運行、經濟實用、防凍脹效果好的乾渠防滲砌型式,即混凝土下鋪設聚苯乙烯和砂礫石換填層結構型式,加以優化設計,用於工程實踐。
  5. The floor adhesive is specially for the adhesion of wooden floor, and the paper adhesive is for the bonding of the timber with wood grain paper, while the composite adhesive for the adherence of the lining material for shoes

    膠專用於拼木粘貼,貼紙膠專用於木紋紙材貼,復膠則適用於鞋子里材料的復粘貼。
  6. By comparing the computing result and the test data, the load feature of the trolley under the tunnel construction is obtained, and it is found that there is something irrational in the trolley design. some suggestions are also given for modifying the structure of the trolley

    根據實際測量數據與計算分析的結果,較全面了解了模臺車在砌施工中的受力特徵,發現模臺車在結構設計中存在的不足,對其結構改進提出理化建議。
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