粘结锚固的英文

• bond anchorage

• "粘结"英文翻译    cohere; bond; cementation
• "胶结锚固" 英文翻译 :    bonding anchor
• "锚固粘结" 英文翻译 :    anchoring bond
• "锚固粘结应力" 英文翻译 :    anchorage bond stress
• "锚固" 英文翻译 :    anchorage; anchoring; bolting; grappling; tie
• "粘结" 英文翻译 :    cohere; bond; [工业] cementation◇粘结材料 binding material; 粘结剂 [冶金学] binder; bond; agglomerant; binding admixture; cohesive material; plastering agent; 粘结力 binding power; cementing bond; cohesion; cohesive force; 粘结强度 bond [bonding] strength; cohesive strength
• "锚杆；锚固" 英文翻译 :    tieback
• "锚固点" 英文翻译 :    anchor point
• "锚固端" 英文翻译 :    anchord end
• "锚固件" 英文翻译 :    anchorage points
• "锚固力" 英文翻译 :    anchorage force; anchoring force
• "锚固区" 英文翻译 :    anchorage zone
• "锚固索" 英文翻译 :    anchoringwire
• "锚固桩" 英文翻译 :    anchor pile
• "粘结剂粘结" 英文翻译 :    bond between binder and aggregate
• "板桩锚固" 英文翻译 :    sheet pile anchorage
• "不规则锚固" 英文翻译 :    random bolting
• "地基锚固" 英文翻译 :    ground archor
• "地锚固定" 英文翻译 :    earth anchorage
• "电渗锚固" 英文翻译 :    electroosmotic anchor
• "端部锚固" 英文翻译 :    end anchorage
• "管线锚固" 英文翻译 :    pipeline anchoring
• "基础锚固" 英文翻译 :    foundation anchouing
• "胶粘锚固" 英文翻译 :    adhesive anchor; adhesive tie
• "浇注锚固" 英文翻译 :    cast-in anchorage; cast－in anchorage

• In this paper , several groups of concrete samples with reinforcing bar in center were made . by pulling out the reinforcing bar , the bond behavior between the self - compacting concrete and the reinforcing bar was figured out
  本文采用拔出试验研究不同强度和外加剂组合的自密实高性能混凝土的粘结锚固性能，并与普通混凝土进行对比分析，为编制有关规程和工程应用提供科学依据。
• The differences between self - compacting concrete and ordinary concrete are notable , to assure the safety of reinforcing self - compacting concrete structures , it is necessary to discuss the bond behavior between self - compacting concrete and reinforcing bar
  ( 2 )自密实高性能混凝土与钢筋的粘结锚固性能研究。自密实混凝土与钢筋可靠的粘结锚固性能是自密实混凝土配筋结构安全性的重要保证。
• The numerical simulation of the push - out test specimens were conducted with the ansys program , the simulation results were in good agreement with the experimental results , based on which a series of src beam specimens experimented before were also numerically simulated with the ansys program and compared with the experimental results , from these a set of methods to simulate the src structures with the ansys program , which including the establishment of the fem model , solution of the fem model , solution results analysis and so on was finally established
  )程序对推出试验进行了数值模拟，并与试验结果进行了对比分析，然后对型钢混凝土梁进行了ansys ~ ( ? )程序有限元分析，最终形成了一套型钢混凝土构件ansys ~ ( ? )程序有限元分析的建模、计算和分析方法，并根据本文的粘结滑移基本性能研究提出了型钢混凝土粘结锚固可靠度分析方法和锚固设计建议。
• 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
  本文在综合国内外化学胶植筋技术的工程实践和研究成果的基础上，对化学植筋的粘结锚固性能作了较深入的试验研究和理论分析。文中通过32个化学胶(美亚z3530 )植筋试件的拉拔试验研究，考虑混凝土强度、锚固长度、钢筋植筋、钻孔孔径、保护层厚度、箍筋配制情况及施工质量等因素对植筋粘结性能的影响，特别是植筋的施工质量对粘结性能的影响是比较容易被忽视的因素，对化学植筋的粘结锚固机理、破坏形态、承载力及滑移性能作了比较深入的剖析。
• This paper analyzed the mechanism of bond between the steel shape and concrete in the src ( steel reinforced concrete ) structures . by a series of src push - out tests , both the bond strength and the relations between the bond stresses and slip , which was usually called bond - slip constitutive relations , were analyzed and studied to solve the problem on bond - anchoring design and the problem on numerical simulation of the bond - slip in fem ( finite element method ) analysis of src structures
  本文分析探讨了型钢混凝土中型钢与混凝土之间的粘结滑移机理，并通过型钢混凝土推出试验( push - outtest )研究了型钢混凝土粘结强度、粘结应力-滑移相互关系(粘结滑移本构关系) ，以解决型钢混凝土结构中的粘结锚固问题和有限元分析中的粘结滑移模拟问题。
• As a new variety of steel wire in our country , the mid - strength ( 1270mpa ) spiral - ribs steel wire has many excellences such as high strength , good ductility , credible felting and anchoring capability witn concrete and so on . the pre - stressed concrete slab with this sort of steel wire has good mechanical property . so it is an ideal substitute to the cold - processed wires traditionally adopted in pre - stressed concrete slabs
  中强( 1270mpa )螺旋肋钢丝是我国研制开发的预应力钢筋新品种，具有强度高、延性好、与混凝土粘结锚固可靠的优点，以这种钢丝为配筋的预应力空心板具有良好的力学性能，是传统用于预应力混凝土空心板的冷加工钢丝的理想替代品。
• Since the existed research has n ' t illuminated the failure form of post - embedded reinforcing steel bar bonding anchor and its mechanism , has n ' t systematic research on factors influencing the function of post - embedded reinforcing steel bar bonding anchor , and also failed to test on the long period validity of post - embedded reinforcing steel bar bonding anchor , it is very unfavorable for the spread and application of post - embedding technique . in the meantime , the fact that the present post - embedding anchoring material is of few kinds , high prices and still - to - be - improved performance has become the bottleneck of the post - embedding technique ' s development , which has restricted its further application and development . therefore , it is of great importance to develop a new type high - performance inorganic anchoring material with reasonable price and improved performance
  由于已有研究对后植钢筋粘结锚固的失效形式、破坏机理未作出明确回答，对后植钢筋粘结锚固性能的影响因素未进行系统研究，对后植钢筋粘结锚固的长期有效性未予以试验证实，不利于植筋技术这种新型结构加固技术的推广应用，同时现有植筋锚固材料存在品种少、价格高、性能需要进一步改进和提高等局限性，已成为植筋技术发展的瓶颈，制约了植筋技术的进一步应用和发展，因此开发价格合理、性能优良的新型高性能无机质类锚固材料就显得尤为重要和迫切。