anchorage steel 中文意思是什麼
anchorage steel
解釋
錨鋼-
The studies of the anchorage performances of steel column bases under uniaxial reversed loads are carried out through tests and theory
為此本文進行了單向重復加載下的鋼筋混凝土承臺-鋼柱腳試件錨固性能試驗研究和理論分析。 -
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。 -
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 -
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。 -
The authors suggested porous plate at the pit bottom, together with slope anchorage net and steel pipe piles to strengthen the foundation
本文提出了採用粉噴樁多孔板暗撐加固抗隆起技術，與邊坡噴錨網、鋼管樁聯合支護結構相結合。 -
Anchorage length of steel bar
鋼筋錨固長度 -
The idiographic contents are listed as follows : 1 ) through the tests of the anchorage performances of steel column bases of 1 / 5 scale under uniaxial reversed loads, the tested ultimate loads, ductility, stiffness and reasonable modes of reinforcement design of two specimens are presented in this thesis
本文主要工作: 1 .進行了兩個1 / 5縮尺的鋼筋混凝土承臺-鋼柱腳試件單向重復加載下的錨固性能試驗研究，對試件的錨固承載力、延性、剛度以及合理配筋型式等進行了研究。 -
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。 -
The affection of boundary conditions to the structure ' s stresses in the cable - girder anchorage zone of steel cable - stayed bridges
斜拉橋索梁錨固區邊界條件對結構受力的影響 -
Fengdu yangtze suspension bridge is characterized with out - spread overhead curved cable, tunnel - type anchorage and steel - truss stiffening girder. it is well - known for its new structure, complex technology, accurate workmanship, and difficult construction. it is valuable to review its construction method and new technique developed during construction
豐都長江大橋懸索橋具有外張式空間曲線主纜、隧洞式錨碇和鋼桁架加勁梁的設計特點，結構新穎、技術復雜、工藝精度高，施工難度大，其施工方法和施工中開發的新技術具有重要的應用價值。
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