1) stick steel strengthening
结构粘钢加固
1.
The application of stick steel strengthening technique,increasing section method,reinforcement treatment with carbon fiber sheet and other methods are respectively discussed.
根据具体工程概况,介绍了其加固设计思路,分别论述了结构粘钢加固、加大截面法、碳纤维布加固等方法在工程中的应用方法,通过多种加固方案的实施,该工程取得了良好的效益。
2) strengthening by bonded steel plate
粘钢加固混凝土结构
4) steel-bonded reinforcement
粘钢加固
1.
The calculating problem of bearing capacity, deflection and crack width of concrete structure with steel-bonded reinforcement under different loading is introduced, which can be available for reference in calculating steel-bonded reinforcement structure.
针对砼构件在不同荷载作用下粘钢加固中的承载力、挠度、裂缝宽度等问题,提出了相应的计算方法,可供粘钢加固正截面设计时参考。
2.
Working mechanism and constitutive relation of the plate,structural adhesive,and reinforced concrete were discussed through analysis of the calculation model of the reinforced concrete pillar with steel-bonded reinforcement.
通过分析粘钢加固钢筋混凝土柱的计算模型,探讨钢板、结构胶和混凝土三者的工作机理和本构关系,并基于基本假定,推导出粘钢加固钢筋混凝土柱正截面承载力计算方法,应用该方法计算的承载力与有限元计算结果偏差小,该方法科学合理、实用。
5) steel adhered reinforcement
粘钢加固
1.
According to requirement of the practical project this paper has solved the problems of the “joint column” of the frame structure in the direct storied enhancement, using the method of combining “drilling hole and planting steel bar” with the steel adhered reinforcement for reinforced concrete.
并成功地采用“钻孔植筋”和粘钢加固相结合的方法将原框架直接增加5层,为解决框架增层的“接柱”问题提供了一种可行、可靠的途径。
2.
According to requirement of the practical project this paper has solved the problems of the joint column of the frame structure in the direct storied enhancement,using the method of combining drilling hole and planting steel bar with the steel adhered reinforcement .
并成功地采用钻孔植筋和粘钢加固相结合的方法,将原框架直接增加5层,为解决框架增层的接柱问题,提供了一种可行、可靠的途径。
3.
In the sphere of the consolidating technique of the engineering structure the new and developing theory of the steel adhered reinforcement has gradually applied to the practical engineering.
在工程结构加固技术领域中,新兴的粘钢加固理论已趋于成熟,并且在我国已经广泛地推广应用于实际工程之中。
6) adhered steel sheet
粘钢加固
1.
The application of adhered steel sheet in construction;
粘钢加固在施工中的运用
2.
Through analyzing the behavior of frame beam-column joint reinforced with adhered steel sheet loaded, some forms of adhered steel sheet are proposed to joints with different failures.
通过对钢筋混凝土框架结构梁柱节点受力分析 ,提出对不同的节点破坏采取相应的节点粘钢加固形式 ,并在现行规范节点水平抗剪承载力公式的基础上 ,给出了粘钢加固节点水平抗剪承载力公式 ,公式计算值与文献 [1]中的试验结果相比较偏安全 ,可供实际工程参考。
3.
Based on this simulation result and test, the σ ε relationship of the restrained concrete and characteristic mechanism of the adhered steel sheet was found useful for drawing the conclusion that the oblique constrain bar model is suitable for this type of joint and the width of the bar is only related to the size of cross section of the sample.
通过对粘钢加固钢筋混凝土框架中节点抗震性能的计算机简化模拟，探讨了节点的受力机理，提出了节点区混凝土在受约束条件下的本构关系及粘钢的受力特点，得到了粘钢加固节点可采用斜压杆模型的结论，给出了等效斜压杆的宽度公式，同时，指出试件的层间位移是柱头荷载引起的柱顶位移和节点剪切变形引起的柱顶位移之和，进而给出了计算位移的公式。
补充资料：安装钢结构厂房钢柱
安装钢结构厂房钢柱
巍 安装钢结构厂房钢柱
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条