anchor load 中文意思是什麼

anchor load 解釋
錨載荷
  • anchor : n 1 掛錨;錨狀物。2 樁,支架。3 〈比喻〉依靠。4 【體育】一隊運動員中最後參加比賽的人;殿後的人〈...
  • load : n 1 裝載,擔子;負擔;工作(負荷)量。2 (車船等的)裝載量;一馱,一車,一飛機。3 【電、機】(機...
  1. Anchor hook key bearing load observation system

    錨鉤銷軸載荷監測系統。
  2. When fully loaded and non - load anchor hook can quickly release from cable

    滿載空載時錨鉤都能快速脫纜。
  3. Problems occured in the anchoring of overhung tourist hall on top of the tv tower and tower drum due to construction mistakes. it was introduced in this paper that two non - binding prestressed girder beams are respectively set in corresponding locations as the anchor beam of overhung radial support beam of tourist hall, thus the integrity of the tower drum and transmission of the load were guaranteed

    由於施工失誤,作為電視塔頂的外懸游覽廳和塔筒間的錨固發生了問題,本文介紹了採用在相應位置設置兩根無粘結預應力大樑分別作為游覽廳屋面和樓面徑向懸挑支承梁的錨固梁,確保了它和塔筒的整體性和荷載的傳遞。
  4. Inorganically post - installed bars although have the ideal durability and heat - resistance, its bonding strength is low. it is unable effectively to transmit the load, the anchor depth is too big. these restricted application of the inorganic anchoring material in the post - installed fastening project

    無機植筋雖有較理想的耐久性能和耐高溫性,但其粘結強度較低,無法有效傳遞荷載應力,錨固深度太大,這制約了無機粘結材料在植筋工程中的應用。
  5. The fastened end of bar was machined to multi cone - shaped heads. through the cone heads compress the inorganic anchoring material, the load was transmitted from bars to base material. it changes the transfer path of loads and takes advantage of high compress strength of inorganic material, thus enhanced the anchor intensity of inorganically post - installed bars

    本文提出一種新型的植筋技術? ?帶錐頭無機植筋,它把鋼筋錨固端加工成多個錐頭,通過錐頭對無機錨固材料的擠壓,將荷載傳遞給基材,使基材與無機錨固材料的界面上產生剪壓復合應力狀態,改變傳統植筋的受力機理,利用了無機錨固材料抗壓強度高的特點,從而提高了無機植筋的錨固強度。
  6. Lower the starboard anchor ! do it you gobs or it ' s you we ' ll load into the cannons

    放下右舷的錨!快動手啊水手!否則把你們裝到炮筒子里當炮彈
  7. Anchor load monitoring

    地錨樁基負荷檢查
  8. The q - s curves which describe relations of load and displacement are simulated by power - function math models. and the method to forecast utmost bearing capacity of anchor - hold tension piles is offered

    運用冪函數數學模型對抗拔樁q ? s曲線進行模擬,並在此基礎上提出了對錨樁抗拔極限承載力預估的方法。
  9. Abstract : the movement characters under the ocean environment condition for single point m ooring system ( spm ) and the factors affect the anchor mooring linear load of spm a re discussed in this paper

    文摘:討論了單點系泊在海洋環境條件作用下的運動特徵以及影響單點系泊系統錨泊線載荷的因素。
  10. In this paper, on the foundation of synthesizing engineering practice and study result of planted bar technique by chemistry glue on the domestic and international, embedded experiment study and theories analysis are done about bonded anchor behavior of chemistry planted bar anchorage behavior in this paper, the experimental results of 32 pulling resistance test ( meiya z3530 ) are given, considering some factors to affect bonded anchor behavior of chemistry planted bar such as the strength of concrete anchorage lengths diameter of steel bar and holes thickness of the protecting layer confecting circumstance of the hoop bar and quantity of construction especially which is very easy to be neglected and so on, and bonded anchor mechanism failure mode load carrying capacity and slide behavior are analyzed in - depth

    本文在綜合國內外化學膠植筋技術的工程實踐和研究成果的基礎上,對化學植筋的粘結錨固性能作了較深入的試驗研究和理論分析。文中通過32個化學膠(美亞z3530 )植筋試件的拉拔試驗研究,考慮混凝土強度、錨固長度、鋼筋植筋、鉆孔孔徑、保護層厚度、箍筋配製情況及施工質量等因素對植筋粘結性能的影響,特別是植筋的施工質量對粘結性能的影響是比較容易被忽視的因素,對化學植筋的粘結錨固機理、破壞形態、承載力及滑移性能作了比較深入的剖析。
  11. In this paper the friction piles are used in zipingpu multi - purpose dam construction project, the spillway in the side slope is covered with overburden, the horizontal area is from sp. 0 + 200m to sp. 0 + 280m, the elevation is about from el. 810m to el. 950m, there is hard and integral rock under the overburden, which provides enough anchor ability, and it ' s requirement to set the friction pile at the appropriate place ; in order to improve the slope stability that suitable excavation or weeding off the disadvantage load on the landslide are good measures, for the scarp it ' s better to reduce the slope

    摘要紫坪鋪水利樞紐工程溢洪道樁號0 + 200 ~ 0 + 280 、高程810 ~ 950m范圍的內側邊坡為覆蓋層邊坡,坡體下部有較為完整堅硬的巖石,具備提供足夠錨固力的條件,在適當的位置可以考慮設置抗滑樁,再通過適量的開挖提高邊坡穩定性,或將滑坡體上部不利於穩定的荷載挖除,對于陡坡的坡面可以將坡削緩,則效果會更好。
  12. Compression dispersion - type anchor can be mainly classified into two categories, one of which is that, plastic coated strands in different length are respectively passed through their own bearing bodies and pre - bent as their midpoints to be t he shape of " u ", then forming several totally unbonded strand loops, i. e. unit anchor tendon. as the research object in this paper, study is performed on the anchor holding capacity, load - displacement behavior, displacement of the fixed anchor length, strain and bond stress distribution, and the removability of anchor tendon, furthermore, with the aid of analytical solution, the distribution of the bond stress is calculated and analyzed, based on the results of test and analytical solutions, design method is provided in this paper

    壓力分散型錨索主要有兩種結構型式,本文是以將不同長度的無粘結鋼絞線分別繞過不同的承載體彎曲成「 u 」形而組成各個單元錨索體這種型式為研究對象,對其承載力、荷載位移特性、錨固段位移特徵、應變與粘結應力分佈特徵以及錨索體的可回收性能展開研究,並藉助于理論分析研究其粘結應力分佈狀態,然後在此基礎上提出了壓力分散型錨索的設計計算方法。
  13. Based on the characteristic of the grotto rock reinforced by prestress anchor cable, taking three typical engineering sections in yulin grotto in anxi county gansu province, as examples, the simultating computation for the displacement field and stress field of the grotto rock under seismic load is done using dynamic finite element method, the change regularity and dynamical response of the grotto rock are concluded

    摘要根據錨索加固石窟巖體的特點,以甘肅安西榆林石窟的三個典型的工程段為例,通過動力有限元的方法對地震荷載作用下預應力錨索加固石窟巖體的位移場、應力場的模擬計算,得出了其動態響應和變化規律。
  14. Each unit anchor has its own individual tendon, its own unit fixed length of borehole, and is loaded with its own unit stressing jack which ensures that the load in all unit anchors is always identical. the total working load of the anchor is beard by each fixed anchor length of all units in staggered depth in the borehole and by means of respective bearing bodies, the tension loads applied to the plastic coated strands are changed into the compression loads on the grout of each fixed anchor length, then the total working load can be divided into several smaller loads and transmitted to the rock mass and soil in different locations in dispersed compression

    壓力分散型錨索是在一個鉆孔中安裝若干個錨索單元,每個單元都有自己的桿體和錨固段,在張拉時分別承受相同的工作荷載;錨索總的錨固力由分散布置於鉆孔不同深度處的這些單元錨索的錨固段來共同承擔,並利用各單元的承載體將無粘結錨索的拉力轉化為對錨固段注漿體的壓力,從而將錨索總的錨固力以壓力形式分散作用於不同深度的巖土體上。
  15. Anchor, load the guns. we ' re hitting the road

    安克,裝彈,我們上路了
  16. This paper investigates 15 r. c. beams under different conditions of cfrp amount, anchor condition and load history. the experiment results show that the flexural strength, stiffness and cracking behavior of rc beams can be improved. a failure mode caused by epoxy - concrete interface bond abating is observed and analyzed in this paper

    本文進行了15根鋼筋混凝土適筋梁在不同碳纖維粘貼量、錨固方式和加載歷史條件下的試驗,試驗結果表明,粘貼碳纖維加固後梁的正截面承載力提高,裂縫寬度減小,抗彎剛度有所增強;在試驗中觀察到了膠層?混凝土界面粘結失效導致的試件破壞形式。
  17. The load and displacement distribution characteristic of anchor cable and host rock medium were compared single anchor with anchor cable group

    比較了群錨與單錨作用下的巖錨本身及宿主介質的荷載、位移分佈特徵。
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