接鋼側 的英文怎麼說

中文拼音 [jiēgāngzhāi]
接鋼側 英文
catchers side
  • 接 : Ⅰ動詞1 （靠近;接觸） come into contact with; come close to 2 （連接; 使連接） connect; join; put ...
  • 鋼 : 鋼名詞（鐵和碳的合金） steel
  • 側 : 側形容詞[方言] （傾斜; 不正） slant; sloping
  1. Anchor chain cables grade k4 - chain outboard shots

    K4級錨鏈鋼纜.鏈條外側連接節
  2. The jdf - 2 type case hanging basket guards against automatically falls mainly uses in the direct motor drive hoisting mechanical well type case hanging basket, as the type case hanging basket using of safekeeping of security, it installs in the hanging basket crossbeam both sides, along including guide rail is rising and falling, when the motor drive type case hanging basket in the fluctuation process, meets overweight, overspeed, steel wire attrition and other reasons creates the hoisting cable or the junction device snaps suddenly, when under hanging basket weightlessness falls, guards against falls can automatic brake, thus achieved avoids falling the basket to offend somebody

    Jdf - 2型井字架吊籃自動防墜器主要用於由電動機驅動的卷揚機井字架吊籃，作為井字架吊籃的安全保護之用，它安裝在吊籃橫梁的兩側，沿含著導軌升降，當由電動機驅動的井字架吊籃在升降過程中，遇超重超速鋼絲繩磨損等原因而造成提升鋼絲繩或連接裝置突然破斷，吊籃失重下墜時，防墜器能自動剎車，從而達到避免墜籃傷人重大事故發生的目的。
  3. Cable connections are made to the side of the battery by means of threaded bolts into "cast-in-lead" stainless steel nuts.

    在蓄電池一側，利用螺栓擰到「鑲鑄鋁」的不銹鋼螺帽上進行饋線連接。
  4. 3. the parameters of steel frame with infill which affect the lateral, resistant ability, such as panel ratio, frame - to - panel connectors, frame - to - panel interface friction, gap between panel and frame and mortar joint bond and friction were discussed. it is emphasized that the reduced location, shape and dimension is very important for the function of dog - bone reduced beam flange and must be paid more attention

    對填充墻高寬比、填充墻與鋼框架抗剪連接件、內填充墻與框架梁空隙、填充墻開洞和鋼框架與內填充墻界面摩擦等影響填充墻鋼框架抗側力性能的因素進行了討論，並指出設計中考慮這些影響因素對于達到預期的設計目的是至關重要的，必須予以重視。
  5. Treatment of distal tibial fractures using minimally invasive percutaneous plate osteosynthesis mippo

    經皮微創鋼板接骨術治療脛骨近側干骺端骨折的臨床觀察
  6. The valves are connected to " dip tubes " that run to the cylinder sides

    閥門上連接著"汲取管" ，汲取管伸入到鋼瓶內側。
  7. Using vogel ' s wear index as the rail side wear index, the paper analyzes the side wear variations of rail head when the parameters in the wheel / rail system vary, analyzes the influences of track irregularity on rail uneven wear on gauge corner emphatically. this paper analyzes the rail side wear dates measured by track division of shan hai guan since 1990, then gains the relationship between side wear and traffic volume and sums up the characteristics and regularities in the formation and development of side wear. in the end, some measures for regarding the side wear on curves are put forward

    從輪軌摩擦、輪軌接觸幾何關系、輪軌接觸應力和輪軌蠕滑等方面對鋼軌側面磨耗機理進行了探討，從軌道幾何參數、機車車輛運營條件等方面對鋼軌側面磨耗的影響因素進行了重點分析和總結；應用輪軌系統動力學，建立了輪軌空間耦合振動時變模型，採用vogel側磨指數作為鋼軌側磨指標，系統分析了輪軌參數變化的情況下，軌頭側面磨耗的變化規律，重點分析了軌道不平順對鋼軌不均勻側磨的影響；對山海關工務段1990年以後現場測得的曲線鋼軌側磨數據進行了分析，通過擬合得到了鋼軌側磨量與運量的關系曲線，並總結了曲線上股鋼軌側面磨耗的特徵和發生、發展規律；最後提出了一些減緩曲線鋼軌側面磨耗的措施。
  8. The earthing part is led to the top of foundation with 12 round steel or 30x4 flat steel and be welded with pre - buried steel sheet, the earthing resistance meets the demand of local electric power office

    接地網分別用12圓鋼或304的扁鋼從兩側引入基礎頂部與預埋鋼板焊牢，接地電阻符合當地的電力部門要求
  9. Reinforcements set in the precast slabs lapped with each other at the side of the slabs. in this way, the floor stands loads in two ways. the prestress in precast slabs can improve mechanical performance and meet the demands of large room width in many building structures

    本論文主要研究單向預應力雙向疊合板樓蓋，其以預應力預制疊合底板為底模，利用板側伸出鋼筋的搭接實現橫向傳力，變單向受力為雙向受力；通過二次澆築混凝土形成整體樓蓋結構；通過預制底板中單向施加先張預應力改善了樓蓋的受力性能，滿足了大開間及不同型式建築的要求。
  10. Sizes of specimens are the same as those in practical engineering project. the lipped channel section is used as wall studs and its space is 500 millimeter. the wall sheathings are screwed on cold - formed steel studs, with 12mm gypsum board on one side and 9 mm oriented strand board ( osb ) on another side

    試件的立柱骨架為間距為500mm的c型卷邊槽鋼，兩側墻面板分別是12mm厚的石膏板和9mm厚的osb定向刨花板，墻面板與立柱骨架用自鉆自攻螺釘連接。
  11. The philosophy and methodology of performance - based seismic design ( pbsd ) has been an extensive topic discussed by earthquake engineering experts at home and abroad. in this paper, research work on displacement - based seismic design ( dbsd ) at home and abroad are systematically collected and analyzed. based on the available references of seismic behavior of frame - wall buildings, the method of dbsd of reinforced concrete frame - wall buildings is primarily put forward by taking into account the fault of methods of seismic design in current code. the main contents are as follows : the actual stiffness of frames and seismic walls at different deformation stages are determined from experimental data, and the results are adopted in the dbsd method

    本文對國內外基於位移的抗震設計研究成果進行了較系統的綜述與分析，在已有框架-剪力墻結構抗震性能研究的基礎上，針對現行抗震設計方法的不足，提出了鋼筋混凝土框架-剪力墻結構直接基於位移的抗震設計方法，並對其進行了一些研究和探索，主要內容如下：對國內外框架和剪力墻的模型試驗數據進行分析，量化了剛度退化系數與層間側移角之間的關系，並將其結果引入框架-剪力墻結構直接基於位移的抗震設計方法中。
  12. The experimental research for beam - to - column connections of steel frame and the research influence on the steel frame is one subject of 2001 ' key research subject of ministry of construction of china, grant no. 01 - 2 - 085. researching for of beam - to - column connections under cyclic loading, for the factors effecting on the connections, for the deformation and failure character of connections, the arising order of plastic hinges and load - deformation hysteretic behavior of three pane frame under cyclic loading, the effect of semi - rigid connections on the frames, is the major purpose of this study

    本文進行的鋼框架樑柱連接的試驗研究和對框架的影響研究是建設部2001年科技攻關項目《新型空腔結構板輕鋼結構體系應用研究》的子課題，旨在研究樑柱連接在循環荷載作用下的滯回性能、影響連接的各種因素、連接變形特徵和破壞特徵；研究三榀平面鋼框架在循環荷載作用下構件塑性鉸出現的順序， p ?的滯回性能以及半剛性連接對框架側移以及塑性鉸出現順序的影響。
  13. 3 - wire strands with tensile strength of 1570 mpa were collocated in the lower precast concrete slabs of superposed floor. the manner of reinforcement lap and other detailing were brought forward. plane dimensions of the tested floor are 9m and 12m, and height is 180mm

    本論文通過對前期試驗的分析總結，選用1570mpa的三股鋼絞線作預制底板的預應力鋼筋，提出了合理的板側橫向鋼筋搭接方式和其它構造措施，並按照現行規范設計並製作了試驗結構，樓蓋平面尺寸9 12m ，樓板厚度180mm 。
  14. The detail procedures of the loading test on the ultimate bearing capacity under different load cases and the author ' s first - hand experience during the tests are documented in the paper. based on the experimental performance, it has been verified that the superposed floor assembled by the precast - prestressed sandwich slab working under the design and the reliability of the lateral connecting character of the slab

    在板側縫內施加后張法無粘結預應力，在構造上利用板側伸出的鋼筋相互搭接實現橫向傳力，變單向受力為雙向受力形成裝配整體式樓蓋結構，可明顯改善樓蓋結構的受力性能。
  15. There are still many problems remain to be solved in these aspects, such as research on the cladding material, lateral resistant system and steel frame connections, etc. in this paper six 1 : 2 - scale steel frame specimens and eight full - scale steel frame connection specimens are tested on their behavior under cycle loading. there are five aspects as below on the problems of steel resident building researched : 1 a new lateral resistant system, which is steel frame with cavity sandwich wall infill, is put forward for the first time in this paper

    本文針對鋼結構住宅體系中亟待解決的若干問題，完成了六榀1 : 2鋼框架模型試驗和八個足尺比例的樑柱連接模型在低周往復荷載作用下的試驗，進行了以下幾個方面的深入研究： 1本文首次提出了一種新型的空腔復合填充墻鋼框架抗側力體系。
  16. The steam leakage was occurred on the welding zone of the tube sheet of the austenitic stainless steel heat exchanger

    摘要在奧氏體不銹鋼制再沸器的上管板與殼程筒體焊接的管板一側發生蒸氣泄漏。
  17. As the analysis shows that stress of the outside joint bar of rail is higher than that of the inner joint bar when a wheel rolls over the rail joint. furthermore the change of bolt tension has great effect to the stress distribution and stress level of all parts of rail joint

    分析表明：接頭受力時，鋼軌外側夾板的應力水平比內側夾板的應力水平高；在受力條件相同的情況下，螺栓扭矩的變化對接頭各部件的應力分佈及應力水平有較大影響。
  18. The test results show that : the above two steel bracing - retrofitting methods can improve the lateral stiffness and energy - dissipating capacity of the existing frame structure effectively ; the adopted connection configuration can transfer the force of steel braces to existing frame effectively : retrofitting existing rc frame structures with steel braces while the members adjacent to the steel braces be retrofitted can meet the requirements of aseismic design code

    試驗表明，兩種支撐加固方法都能顯著提高結構的抗側剛度，有效改善結構的耗能能力；所採用的支撐連接構造可靠，能有效地傳遞支撐的內力；採用鋼支撐加固鋼筋混凝土框架結構時，可僅對與鋼支撐相關的構件進行加固，整體結構能滿足《規范》要求。
  19. In order to resist the structure ' s lateral load and reduce the lateral displacement efficiently in the tier or tall building structure, it is generally designed the joint as rigid joint earlier

    早期的多高層建築鋼結構設計，為了能有效地抵抗結構的側向荷載和降低結構在側向荷載作用下所產生的水平位移，一般把樑柱連接設計成剛性連接。
  20. Structural steel has been widely used in the residential building abroad for many years, but it just begins to be adopted in the residential building since recent years. technically, steel residential building system must accord with the characteristics of residential building and the development of residential industrialization

    從技術角度來講，如何使鋼結構適應住宅建築的特點，滿足住宅產業化發展的需要，還有許多問題有待于進一步研究，如圍護墻體、抗側力體系、鋼框架樑柱連接等。
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