crack-resistant 中文意思是什麼
crack-resistant
解釋
防裂的-
The products are suitable for the innovation of urban electrical network where its streets are narrow. it can effectively reduce the necessary height of the pole / tower, due to high bent resistant capacity, there will completely avoid the case that porcelain crossarm happen to crack. more, it can be well pollution resistant
本產品適用於城網技術改造，能有效地利用城市狹窄的走廊面積升壓送電，可降底矸塔高度，由於其彎曲強度高，可防止瓷橫擔容易出現的斷裂事故，而且耐污性能好。 -
Liaoning works from the natural system from the jade wear, hard, wear - resistant, with fat and wax - like luster, the clear bright color, without impurities, no sand heart, no crack ; cool, very full head
作品由遼寧天然岫玉穿制而成，質地堅硬耐磨，具有脂肪和臘狀光澤，色澤鮮明光亮，無雜質、無沙心、無裂紋；冬暖夏涼，水頭極足！ -
Impact - resistant and flexible, it will neither crack nor break
耐沖擊性和柔韌性使其不會破裂。 -
Based on the experimental results, in concrete limitation stress sandwich first stage ' s ability and one - way and two - way precast slabs sandwich, results content code require - second class crack control. resistant crack calculation is appropriate. because post - tensioned prestressed advances plane ' s resistant crack. deformation and section strain measure accord with calculation results, this indicates 3d - gridding beams modulus is reasonable to precast slabs sandwich
本文通過對試驗數據的分析總結，認為：單塊夾層板第一受力階段的性能試驗及單向和雙向裝配整體式夾層板的性能試驗，滿足《混凝土結構規范》 （ gb50010 - 2002 ）中關于預應力樓板的二級裂縫控制等級的要求，抗裂設計得當；由於板縫無粘結預應力筋的存在提高了板的抗裂性。 -
Features : high strength ， high modulus ， low extensibility ， good anti - fatigue and anti - tearing performance resistant to high - temp erature track ， delaying and decreasing crack reflection
特點：高強度、高模量，低延伸率、抗疲勞開裂，耐高溫車轍，延緩減少反射裂縫。 -
The results of experiments shows that core column can increase flexural and shear resistant capacity and improve deformability and entirety of composite walls ; it is coordinate ductility of two composite walls joining wire or steels out - of - plane ; the seismic of composite walls joining with wire is fine than joining with steels ; the deformation of out - of - plane only affect the crack - loading, the ultimate carrying capacity and ductility in - plane nearly has no change
墻片試驗表明:芯柱可以增加復合墻體的抗彎和抗剪承載能力，改善墻體的變形能力和整體性;分別應用鋼絲網片和鋼筋連接的兩種復合墻體的平面外延性大致相同，內外葉墻協同工作良好;內外葉墻之間的連接提高了外葉墻砂漿層抗拉強度，同時也提高了復合墻體向外葉墻方向的抗推和抗拉承載力。 -
Their effects on the chemical shrinkage, self - shrinkage, hole structure of cement stone and on the shrinkage of mortar and concrete were also studied thoroughly, and a concrete admixture with high performance of crack - resistant and water - repellent was prepared
通過它們對水泥石的化學收縮和自收縮、孔結構以及對砂漿及混凝土的收縮性能的深入研究配製出了一種性能優良的混凝土抗裂防水外加劑。 -
Aplication of gtm was first begined on shitai expressway, xuanitable dda expressway and jinghu expressway. gtm mix has higher resistant on rutting, lower temperature crack and water susceptibility. and asphalt can be ecnomized 10 % - 15 %. it can produce good ecnormic benefit to us
Gtm通過在河北省石太高速公路、宣大高速公路和京滬高速公路實驗段的應用， gtm設計的瀝青混凝土對重載車輛具有較好的高溫抗車轍、泛油等使用功能，且可以減少10 - 15的瀝青用量，產生較好的經濟效益。 -
Crack resistant stainless steel alloy
抗裂不銹合金鋼 -
The relation between addition content of calcined kaolin, aluminium powders and aluminum sulfate in concrete and compressive strength, slump constant, 30min slump and permeability altitude were studied, and according to the experiment results, the component percent contents of crack - resistant and water - repellent admixture in cement were determined as following : calcined kaolin 6 %, aluminum sulfate 4 % and aluminium powders 0. 005 %
通過對煅燒高嶺土、鋁粉、硫酸鋁在混凝土中摻量對其抗壓強度、初始武漢理工大學碩士學位論文坍落度、 3omin坍落度保留值及透水高度的影響，確定了配製抗裂防水外加劑的各組成成分以其占水泥質量的百分比分別為:鍛燒高嶺土6 % ，硫酸鋁4 % ，鋁粉為0 . 005 % 。 -
The experiment, results revealed that crack - resistant and water - repellent concrete prepared on those proportion had a good restricted expansion coefficient and high impermeability
通過試驗研究，據此而配製的防水抗裂混凝土具有較好的限制膨脹率和抗滲性能。 -
We analyes post - tensioned prestressing properties and comparing with practiced results. we analyse one - way precast slab sandwich negative moment section resistant crack properties and two - way precast slabs sandwich under plane resistant crack at unprestressed section and second - prestressing propties. we compare canceling bonded reinforcement with laying on bonded reinforcement resistant crack properties and deformation. auxiliary lab include : concrete resistant pollution intensity. concrete resistant compressing intensity and elastic modulus, compare with results of code. analyse sandwich ' s strain and long - time stress, strain and introduce a new method through theory calculating long - time stress and strain
配套的試驗研究有：混凝土的抗拉強度和彈性模量試驗及混凝土的抗壓強度和彈性模量試驗，混凝土的極限抗拉強度和極限拉伸應變試驗，並與《混凝土結構規范》 （ gb50010 - 2002 ） ，結果進行了對比；單塊夾層板放張階段的彈性應力、應變分析和長期應力、應變分析，並詳細介紹了按混凝土徐變理論進行長期應力、應變分析的方法。 -
The loading capacity of three point bending beam with the resistant force of cohesive crack
黏聚裂紋阻抗的彎曲梁承載力
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