compound bearing 中文意思是什麼

compound bearing 解釋
組合滾珠軸承
  • compound : vt 1 使混合,調合,配合;【語言學】復合,合成。2 (通過互相讓步等)解決(糾紛);用錢了結(債務等...
  • bearing : n 1 忍耐,忍受。2 態度,舉止,風采,姿態。3 關系,影響,方面,聯系 (on; upon); 意義。4 〈常 pl ...
  1. Cycadophyta ( cycads ) a phylum of cone - bearing gymnosperms ( about 75 living species ) with palmlike compound leaves and special coralloid roots at or near the ground surface, which contain symbiotic nitrogen - fixing cyanobacteria

    蘇鐵綱(蘇鐵類植物) :包含球果的一類裸子植物(現存種大約有75種) ,它們具有掌狀的復葉,在近地面處有特殊的珊瑚狀的根,根內含有共生的固氮藍細菌。
  2. Now there are many inspecting method of compound foundation bearing capacity, but most of them are base on the static load test or the original place test to obtain the compound foundation bearing capacity. these methods are time - consuming and laboursome, and they ca n ' t give the compound foundation a wide - ranging, integral inspection and evaluation

    目前,關于復合地基承載力的檢測方法有很多,但大多採用靜載試驗或原位測試方法獲取復合地基承載力,費時費力,而且不能進行大面積、整體的檢測和評價。
  3. According to the calculation formula of the ratio of pile and soil of compound foundation bearing capacity, and base on the calculation formula of the ratio of pile and soil given in this thesis, the relation model of rayl eigh wave velocity and gravel pile compound foundation bearing capacity is deduced

    根據復合地基承載力應力比計算公式,基於本文提出的應力比計算模型的基礎上推導了瑞雷波速和碎石樁復合地基承載力之間的關系模型,建立了日本模型、武漢地區模型、下遼河平原模型三種模型的碎石樁復合地基承載力計算公式。
  4. As a whole, the research work of this dissertation can be summarized follows : 1. in accordance with my design patent, namely, reinforced earth retaining wall of r c net, and based on the analysis of the work mechanism, failure pattern, bearing capacity and stability of the reinforced earth, a new concept is expounded, namely, the reinforced earth wall which is thought of as a compound structure increase not only c but also ~ in comparison with non - reinforced earth. some bearing capacity formula are first introduced under the circumstances that the reinforced earth wall fails because of the breakage of material or inadequate cohesion between reinforcements and soil

    歸納起來,具體的研究和所獲得的一些重要成果如下: 1 、結合本人的設計專利? 「鋼筋混凝土網格式加筋擋墻」及工程實踐,在對加筋土的加筋機理、破壞模式、承載力和穩定性等方面進行深入分析的基礎上,提出了一個新概念,即經過加筋后的土體作為復合結構與原土體相比,不僅提高了內聚力,而且也提高內摩擦角;並在此前提下首次導出拉力破壞和粘著破壞兩種情形下的承載力公式,然後進行了穩定性分析。
  5. In order to evaluate the stability of the upper structure of the cross and the pillar - soil compound foundation, and provide more theoretical bases for design and construction of this type of jacking frame - overhead cross in future, the 2d fem analyses for bearing - deformation of the frame structure of the cross and the pillar - soil compound foundation are carried out, and some relevant conclusions are obtained

    為了評判該立交橋上部結構與樁-土復合地基的穩定狀態,同時為今後此類型頂進框架立交橋的設計與施工提供更多的理論依據,對該立交橋的框架結構與樁-土復合地基的承載變形進行了平面有限元分析,取得了相應的認識。
  6. Research and experiment on a compound sliding bearing

    一種復合式滑動軸承的實驗研究
  7. Check measurement and evaluation for bearing capacity of compound foundation treated with lime - soil compaction piles

    灰土擠密樁復合地基承載力檢測與評定
  8. Plain bearings - hardness testing of bearing metals - compound materials

    普通軸承.軸承合金的硬度試驗.復合材料
  9. Concerning the tests, analyses, design and calculation of performances for light gauge steel framing, this paper focuses on following items : ( 1 ) the calculation of light gauge steel framed compound bearing walls ( lgsfcbw ) in compression and bending. based on north american specification and commentary for the design of cold - formed steel structural members, which was published by the american iron and steel institute, the detailed design requirements of wall stud assemblies are given considering the structural contribution of the attached sheathings and shear diaphragm is discussed briefly. then the calculational theoretic and method for sheathing braced wall stud assemblies complying with national code is brought up in compression and bending

    本文圍繞輕鋼龍骨體系結構性能的試驗、分析、設計和計算,主要進行了以下四方面的研究工作: ( 1 )輕鋼龍骨復合承載墻體的受壓、受彎計算:以美國鋼鐵協會發行的北美冷成型鋼構件設計規范及其規范說明為依據,重點考慮罩面材料對墻龍骨設計的影響,給出了目前對承重墻龍骨設計的具體要求,並對剪力蒙皮進行了簡要討論;然後提出了符合我國規范術語的剪力蒙皮作用的輕鋼龍骨復合承載墻體(即罩面支撐墻龍骨)受壓、受彎的計算理論和方法;最後對提出的計算進行簡化,使之完全與我國規范相符。
  10. Determination of the bearing capacity of the compound subsoil with bored spread piles

    柱錘沖擴樁復合地基承載力確定方法探討
  11. 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

    鋼管混凝土結構作為一種新型復合材料,不僅其承載能力較普通鋼筋混泥土有大幅度提高,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混泥土,因而在土建工程中得到了迅速發展。
  12. The wet parts of this pump are made of full stainless steel material to perform outstanding corrosion resistance to organic acid , organic compound , alkali , neutral solution and a great many of gases , double helix carbon graphite bearing and hardalloy bearing are provided with good abrasion - resisting propertyto ensure the service life of product , it is an optimal pump forhandling corrosive mediums without leakage

    功能描述該泵過流部份採用全不銹鋼材料,對有機酸,有機化合物,堿、中性溶液和多種氣體都有良好的耐腐性,雙螺旋槽碳石墨軸承和硬質合金軸套的磨合,具有較強的耐磨性,保證了產品的壽命,是無泄漏輸送腐蝕性介質的理想泵。
  13. The wet parts of this pump are made of full stainless steel material to perform outstanding corrosion resistance to organic acid, organic compound, alkali, neutral solution and a great many of gases, double helix carbon graphite bearing and hardalloy bearing are provided with good abrasion - resisting propertyto ensure the service life of product, it is an optimal pump forhandling corrosive mediums without leakage

    產品概述:該泵過流部份採用全不銹鋼材料,對有機酸,有機化合物,堿、中性溶液和多種氣體都有良好的耐腐性,雙螺旋槽碳石墨軸承和硬質合金軸套的磨合,具有較強的耐磨性,保證了產品的壽命,是無泄漏輸送腐蝕性介質的理想泵。
  14. The paper discusses a few problems which shoud be paid an attention to in the aspects of design, execution and load - bearing capacity determination when compound foundation with sand method is applied

    本文主要探討了砂石樁法復合地基應用時,在設計、施工及承載力確定等方面應注意的幾個問題。
  15. Contrast to such original place test method as static load method and drilling method, the method that applying transient rayleigh surface wave to inspect the compound foundation own many virtues as low cost, high efficiency, non - destruction, and it also can save much labour and effort. furthermore, it can implement the large - wide and comprehensive inspection and evaluation of compound foundation bearing capacity

    與靜載試驗、鉆孔法等原位測試方法相比,瞬態瑞雷波檢測復合地基技術具有成本顯著降低、效率高、無破損等特點,可節省大量的人力物力,從而可以實現復合地基承載力大范圍、全面的檢測和評價,打破以往只能局部抽檢的局面。
  16. It is not always good at increased the cement ratio ; sometimes it is even harmed to the strength of the pile. the strength of the pile must matches the strengths of the origin soft foundation. improved fixing methods of strain meter and how to calculate the deformation modulus, the load transfer behavior of cement - soil pile, the compound foundation bearing capacity, pile - soil stress ratio with the increasing of the load are analyzed and studied

    本文通過分析和試驗分析,提出樁間土天然地基承載力標準值的取值方法、樁間土承載力折減系數取值方法,這和實測結果很接近;並得出提高復合地基置換率是提高復合地基承載力有效途徑,並具體比較了單樁復合地基和三樁復合地基提高天然地基的承載力的數值,並驗證樁體強度應和天然軟基相匹配,指出盲目提高樁體強度是不可取的,有時甚至偏於不安全,這對于當前的建設是很有意義的。
  17. Three models, ie, japan model, wuhan model, xia liaole model about gravel pile compound foundation bearing capacity are established. to verify the three model established above, the calculation results are contrasted to the result of static load test base on such three yard as langfang city law building, sanhe city huatai garden building b, sanhe city north pass

    為進一步對本文提出的計算模型進行檢驗,文章以廊坊市檢察院辦公樓、三河市華泰花園b座、三河市北關三個碎石樁復合地基場地為基礎,通過和靜載荷試驗結果進行對比,對所建立的模型進行驗證。
  18. Through testing on the static load of a single pile stirred with cement and soil and compound foundation and studying on the relationship between the practical bearing capacity in civil engineering of a single pile stirred with cement and soil and the bearing capacity of compound foundation, it shows that : the practical bearing capacity of a pile stirred with cement and soil can not fulfil the requirement of disign or theory calculation, and resonable discount of calculating the bearing capacity of compound foundation should be considered

    通過對水泥土攪拌樁進行單樁靜載荷試驗和復合地基靜載荷試驗,對水泥土單樁承載力在工程中的實際表現以及與復合地基承載力的關系的研究,結果表明:水泥土單樁的實際承載力一般難以達到設計或理論計算的要求,在復合地基承載力的計算中應做適當折減。
  19. Compound bearing structural alerts

    結構可疑化合物
  20. Plain bearings - hardness testing of bearing metals - part 1 : compound materials iso 4384 - 1 : 2000

    滑動軸承.軸承金屬硬度試驗.第1部分:復合材料
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