composite bearing 中文意思是什麼
composite bearing
解釋
多層軸瓦,復合軸承-
Unwinding roller is made of stainless composite piping material, which has the following advantages : ( smooth on surface, non - pilling, non - knotting, non - slip - stick, unity in unwinding expansion, good core - spunned result ), roller seat, driven chain, traction changing gear, adjustable bearing godet wheel, driven cover
退繞羅拉：採用不銹鋼復合管材料製作，該種材料具有以下幾種優點（表面光滑、卜掛絲、不纏絲、不打滑、退繞張力均勻、包芯效果好） 、羅拉托座、傳動鏈輪、牽伸變換齒輪、可調試軸承導絲輪、傳動防護罩。 -
Based on the close analysis of the influence factors of the vertical bearing capacity, circular aperture extension theory is employed to establish the computing formulas for the pile vertical stress and the foundation vertical bearing capacity, respectively. moreover, with analyzing the features of the calculation parameters such as materials of gunite mortar, jet pressure, diameter of the jet pipe, pile length, pile layout, a design theory for chemical churning pile composite foundation is proposed. then, the variation of the pipe deformation with loads, the deformation coordination of pile and soil are studied
在此基礎上深入探討了旋噴樁的樁土受力特性及其復合地基的加固機理，從影響旋噴樁復合地基豎向承載力的因素入手，基於圓孔擴張理論給出了樁體豎向應力及旋噴樁復合地基的豎向承載力計算公式;通過對噴射漿液、噴射壓力選取、噴射直徑估算、樁長及樁位設計等各種計算參數的深入分析和研究，提出了一套相應的旋噴樁復合地基設計計算方法;通過計算分析，深入探討了旋噴樁復合地基變形隨荷載變化規律、樁和樁間土變形協調關系、樁土應力比及復合地基壓縮模量的確定，並提出相應的設計方法和修正參數;此外，結合工程應用，對旋噴樁復合地基的施工技術及其現場質量檢測方法進行了較全面的探討。 -
Based on the numerical simulation and accuracy analysis to previous slab ' s test with the ansys program, the study of composite wall, with various detail design under potential load action respectively or jointly is carried on and the wall ' s atress behavior and failure mode is obtained, also the influence to wall ' s stiffness and bearing capacity by kinds of factors, including wall ' s shear span ratio, member ' s section, bar arrangement, etc. based on the hammer blow test and stiffness test, a 1 / 3 scale ten - bay model ' s modality parameter and elastic deformation characteristic is analyzed
在對密肋復合墻板運用ansys ~ （ （ ? ） ）程序進行數值模擬、分析驗證的基礎上，對典型組合墻體在不同連接構造和不同荷載效應組合作用下的受力形態和破壞模式進行研究；計算分析了復合墻體剪跨比、邊框柱截面尺寸、邊框柱配筋大小以及墻板內肋梁肋柱配筋等諸多因素對密肋復合墻體承載力及剛度的影響，得出其變化規律。 -
The system is composed with concrete filled cold - formed square steel tube column, the beam with two cold formed c type steel welded together back to back, the slab with profiled - steel and concrete, the beam and the slab joined into composite steel - concrete beam. they all together make up of the bearing members. and the house also includes the light economical - energy sources heatproof walls
該體系是以冷彎薄壁方鋼管混凝土為柱、冷彎薄壁c型鋼背靠背高頻焊接組成工字型梁、壓型鋼板上現澆築混凝土組成組合樓板並與梁一起構成組合梁作為承重構件，以輕質節能保溫型墻體作為圍護結構組成。 -
Bridge isolation based on sma - composite rubber bearing
復合橡膠支座的橋梁隔震 -
Bridge isolation with sma - composite rubber bearing
復合橡膠支座的橋梁隔震 -
The binding principle in pelletizing covers a comprehensive model of interfacial reaction among particles inside green pellets, the formation of binding film during hardening of green pellets by baking to obtain enough strength for a volumetric catalyzed reduction model for cold - bound pellets bearing composite binder and corresponding high temperature reduction system in rotary kiln
提出了含復合粘結劑的生球強度界面作用力綜合模型，冷固球團礦強度的粘結膜機理，含復合粘結劑的冷固球團礦催化還原體積反應機制及全窯高溫快速還原熱工制度。 -
Otherwise, the tests of basic mechanical properties shows that block strength affects bearing strength of masonry and mortar strength decides shear resistance, block strength is greater than the masonry, the compressive and shear of two - rows masonry is greater than one - rows. the paper also elementary analyze the composite walls with ansys on seismic behavior out - of - plane
此外，基本力學性能試驗表明:砌塊強度決定砌塊砌體的抗壓強度，砂漿強度決定其抗剪強度;雙排孔砌塊砌體的抗壓和抗剪強度均大於單排孔砌塊;單體砌塊抗壓強度高於砌塊砌體抗壓強度。 -
Pile - net composite foundation has some merit in building up the reinforcement of composite foundation simultaneous in vertical and horizontal directions, in enhancing the bearing capacity of foundation soil, and minishing the non - uniform settlement, especially controlling the phenomenon of vehicle dumpping on bridge head in the foundation treatment of transitional segments which is proved by practice
摘要實踐證明，樁網復合地基同時具備豎向增強體復合地基與水平向增強體復合地基的加固優點，能很好地提高地基土體承載力，減小不均勻沉降，特別是橋頭過渡段地基處理中能有效控制「橋頭跳車」現象的產生。 -
Based on the result of the comparision static penetrat ion test and field vane shear test before and after the treatment of soft founda tions for a experimental section, and based on four static loading tests for two single piles and two composite foundation, behaviors of soil among piles before and after the construction of powder - spray piles and the pattern of the ch ange of the stress ratio between piles and soil are studied, a new determination met hod for bearing capacities of cement powder - spray piles and composite foundati on is proposed, and the formula for calculation of composite foundation bearing capacity are revised
基於某試驗路段軟基處理前後靜力觸探、十字板試驗的對比測試和對兩根單樁、兩處單樁復合地基進行的4次靜載試驗，研究了樁間土性狀在施工水泥粉噴樁前後的變化和樁土應力比的變化規律，提出了根據靜載試驗確定粉噴樁及其復合地基承載力新的取值方法，並修正了復合地基承載力的計算公式。 -
Abstract : based on the result of the comparision static penetrat ion test and field vane shear test before and after the treatment of soft founda tions for a experimental section, and based on four static loading tests for two single piles and two composite foundation, behaviors of soil among piles before and after the construction of powder - spray piles and the pattern of the ch ange of the stress ratio between piles and soil are studied, a new determination met hod for bearing capacities of cement powder - spray piles and composite foundati on is proposed, and the formula for calculation of composite foundation bearing capacity are revised
文摘:基於某試驗路段軟基處理前後靜力觸探、十字板試驗的對比測試和對兩根單樁、兩處單樁復合地基進行的4次靜載試驗，研究了樁間土性狀在施工水泥粉噴樁前後的變化和樁土應力比的變化規律，提出了根據靜載試驗確定粉噴樁及其復合地基承載力新的取值方法，並修正了復合地基承載力的計算公式。 -
2. the design of cement power - sprayed is introduced in the thesis including composite foundation bearing capacity design, the checking computations of underlayer strength and composite foundation deformation
介紹了粉噴樁設計，即粉噴樁復合地基的承載力的設計計算，下臥層強度和復合地基變形驗算，並對粉噴樁的設計思路作了歸納。 -
Thecalculating results show that the composite action between concrete floor and steel beamsgreatly influence the bending bearing capacity and initial rotational stiffness of joints, it shouldbe considered in practical engineer. reinforcement ratio of lengthways reinforcing bar andthe stiffener of web have great influencer on the behavior of connections, while the thicknessof end - plate and degree of shear connection have a litter influence on its behavior
分析計算結果表明:樓板與鋼梁的組合作用對節點的抗彎承載力及初始轉動剛度的影響非常大，實際工程中節點設計應當考慮這種組合作用;樓板內縱向鋼筋配筋率與柱腹板加勁肋對節點性能影響顯著，而連接端板厚度及剪力連接程度的影響則不是太顯著。 -
The bearing property and test of ram - compaction pile with composite bearing base are introduced based on the project application on nanling heshun yangguang areas
摘要文章以南陵和順陽光城市小區復合載體夯擴樁為例，介紹該類樁的施工過程及檢測效果。 -
Densification mechanism and properties of cf cu - 10sn composite bearing materials by warm compaction process
復合軸承材料溫壓成形緻密化規律和其有關性能研究 -
Technical personnel are eager to find the new wall materials, which can not only take place of the solid clay brick but also satisfy the requirement for the energy efficiency in buildings. under the background of the wall material innovation and the energy efficiency in buildings, this paper advances a new idea that the haojiao materials with lights weight and functions of heat preservation and insulation are filled into the cavities of common hollow betonblocks, and a new kind of composite bearing and heat preserving block ( composite block ) comes into being
工程界的技術人員們急需找到能替代粘土磚同時又滿足建築節能要求的新型墻體材料，本文就是在墻體材料革新與建築節能這兩大潮流與背景之下，提出了一種新的設想? ?將具備良好保溫隔熱功能的輕質昊角材料填充于混凝土小型空心砌塊的孔洞中，形成新型的承重保溫的復合砌塊。 -
Specification for design of ram - compaction piles with composite bearing base
復合載體夯擴樁設計規程 -
Seismic isolation performance and design of a sma - rubber composite bearing
橡膠復合支座的設計與隔震性能 -
Microstructure and properties of steel al - pb composite bearing plate prepared by spray forming and rolling
復合軸瓦帶材的組織與性能 -
The series - base - isolation structure, with a composite bearing formed by serial connection of the rubber isolation bearing with friction - sliding isolation bearing and connected with the rubber isolation bearing in parallel form, obtains good effect of vibration isolation under earthquakes
摘要由橡膠隔震支座與摩擦滑移隔震支座串聯成組合支座，再與橡膠隔震支座並聯形成的串聯基礎隔震結構，在地震時可以取得較好的隔震效果。
分享友人