beam anchorage 中文意思是什麼

beam anchorage 解釋
梁端錨固
  • beam : n 1 梁，棟梁，桁條；（船的）橫梁。2 船幅；（動物、人的）體幅。3 （秤）桿，杠桿，（織機的）卷軸，...
  • anchorage : n. 安克雷奇〈美國阿拉斯加州港市〉。n. 1. 拋錨；停泊。2. 拋錨地。3. 停泊稅。4. 〈比喻〉寄託。
  1. In this thesis, the technological way that prevent the anchorage pile and the concrete of anti - force beam from crazing, and the technological application of ultrasonic determine apparatus to detecting are introduced during engineering of trial pile by inducting prestressed technology to anchorage pile and anti - force frame

    論文還介紹了在試驗樁工程中，通過預應力技術引入錨樁及反力梁系統，防止錨樁和反力梁混凝土開裂的技術途徑，和超聲波側壁測定儀檢測技術的應用。
  2. ( 3 ) the beam stirrups are very important to the anchorage of the upper longitudinal bar in the beam outside the wall " s width

    節點區的寬梁箍筋對于凸出在墻外的寬樑上部縱筋的錨固具有比較重要的作用。
  3. Regarding the rc beams subjected to concentrated load or even load and braced by bonding steel, an analysis is made on the relevant factors influencing maximum anchorage shear stress of steel sheet. the analysis is based on elastic theory and makes use of the formula for calculating anchorage shear stress of steel sheet. as indicated by the results, the maximum anchorage shear stress not only realtes to such parameters as height of cross section of rc beam and span but also relates to the thickness of adhesive layer, elastic modulus, thickness of steel sheet, and length of steel sheet. the present method will check maximum an chorage shear stress on the end of shear sheet so as to prevent rc beam from local damage. the present results will offer important reference for our country to further perfect bracing design by bonding steel method

    在彈性理論的基礎上，利用鋼板錨固剪應力計算公式，對在集中荷載或均布荷載作用下採用粘鋼加固的混凝土梁，分析鋼板錨固最大剪應力的有關影響因數.結果表明，最大錨固剪應力不但和混凝土梁的截面高度、跨度等參數有關，還和粘膠層厚度、彈性模量、鋼板厚度及鋼板長度有關.採用文中方法可以對鋼板端部最大錨固剪應力進行驗算，防止混凝土梁出現局部受拉破壞.研究結果為進一步完善我國粘鋼法加固設計提供重要的參考資料
  4. If the ordinary top longitudinal steel bars of the passed - joint hypo - beam yield, the yield will penetrate into the joint area and the slip of bar anchorage is much worse than the ordinary frame joint

    但是同時，當柱上沒有過柱次梁時，則會產生另類的破壞形式，例如本試驗中的試件二的中節點的破壞。
  5. Fatigue test of tensile anchor plates in cable - beam anchorage zones for zhanjiang gulf bridge

    湛江海灣大橋錨拉板式索梁錨固區疲勞試驗
  6. ( 2 ) the anchorage condition of the upper longitudinal bar in the beam outside the wall " s width is disadvantage. and the anchorage length prescribed in the code cannot ensure bearing capacity and ductility of joints

    位於墻外側的寬樑上部縱筋錨固環境較差，如果僅僅滿足規范規定的錨固長度，不能保證節點的承載力和延性。
  7. For example, the large friction loss of prestressed tendons, complex anchorage bearing joint, the problem of cracks in large area structure, axial compress of long span continuous beam under prestress. all those hinder its use in long span structure. until now days, the cognition about the behavior of such structure under loads is not enough for the realm of prestressed concrete of all the world

    但是，預應力技術應用於大跨連續框架結構，在設計和施工中還存在一些缺點和不足，例如預應力筋的摩擦損失過大，節點錨固區設計和構造復雜、大面積結構的裂縫控制問題、大跨框架梁在預應力作用下的軸向縮短等，這些都是困擾大跨預應力混凝土框架結構應用的突出問題，特別是目前對于預應力混凝土超靜定結構的受力性能，國內外預應力界的認識尚不夠全面。
  8. This thesis discussed the design principia and desige method from the engineering point of view., and give out its own view about the selection of development of the hydropower station, layout of the underground cavern mass, selection of method for stability analysis on the surrounding rocks and support, and design of the rock anchorage crane beam. some conclusions assumed from the research and design of jiangkou power house is quite useful for all the underground hydropower station

    本文結合江口電站，從工程的角度對地下廠房的設計原則、設計重點進行了詳細論述，對電站開發方式的選擇，地下洞室群的布置特點，圍巖的穩定性分析及支護方式選擇以及巖錨吊車梁的設計方法進行了研究和論證。本文的觀點和結論對地下廠房工程設計有著一定的普遍意義。
  9. A method for determining rational anchorage - angle of foundation beam with prestressed anchor - cable

    預應力錨索地梁中合理錨固角的確定
  10. Besides, compariative analysis was carried out on ductility and energy comsumption of the interior joints on the top story with 90 ? bent hooks, exterior joints in the intermediate stories with different detailing of longintudinal reinforcement in the columns, and the knee joints with different lap splices in the beam and the column under negative moments. seismic anchorage and lap splices schemes were presented for the longitudinal rebars in the joint core

    此外重點對不同條件下中間層端節點梁筋帶90彎折錨固端的試驗結果、頂層中節點採取不同柱筋構造方案的試驗結果以及樑柱負彎矩筋採取不同搭接方案的頂層端節點的試驗結果的延性和耗能性進行了對比分析。
  11. Draw some valuable conclusions by the calculation analysis of the anchorage zones of cable support tower and beam, and the steel mix joint part of of the road bridge surface, which will have some instruction meaning and reference value to the design and construction of the anchorage zone of the similar bridge

    通過對天興洲大橋的索塔錨固區、索梁錨固區以及公路橋面板的鋼混結合段的計算分析，得出一些有價值的結論，對今後同類橋型錨固區的設計、施工具有一定的指導意義和參考價值。
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