为此本文就粘贴钢板加固技术的应用进行了分析。
This paper will paste steel reinforcement technique application are analyzed.
介绍了一种在混凝土表面粘贴钢板加固提升井塔的新技术。
This paper introduces a new technology of reinforcing the shaft wall by sticking steel plates on the surface of concrete wall.
粘贴碳纤维布加固与粘贴钢板加固相比，其承载能力提高量偏低。
Pasting CFRP, the ultimate capacity of rc arch bridge of is lower than that of pasting steel plates.
对含中央疲劳损伤裂纹钢板粘贴CFRP加固，改善其剩余疲劳寿命进行了理论分析。
It is conducted a theoretical analysis of improving the residual fatigue life of a steel plate with central fatigue damage cracks, which is strengthened by CFRP.
粘贴钢板或其他纤维复合材料对梁的受拉薄弱区进行补强是桥梁加固的主要方式之一。
It is one of the main methods in bridge reinforcement that bonding steel plate or other fiber compound material is used to strengthen load-carrying capacity of weak member of Bridges.
在受拉区表面粘贴钢板是加固钢筋混凝土梁的一种有效方法。
Bonding a steel plate at the surface of the tensile area is an effective method to reinforce the rc beams.
正截面加固试验中，分别对粘贴纤维、钢板对钢筋混凝土T梁正截面力学行为影响展开研究。
In the reinforcement experiments of right section, the influence of rc T-beam the mechanics behavior by FRP, steel plate was studied.
影响这种剥离破坏的主要因素有两个：一是粘贴钢板的端部与加固梁支座距离； 二是粘贴钢板的厚度。
This particular failure depends on two factors such as the distance of plate end from the support and plate thickness.
其次，分析了碳纤维布粘贴层数，钢板的厚度，混凝土强度对加固效果的影响。
Then, the influences of the layers of CFRP, thickness of steel plate, compressive strength of concrete on the reinforcing effect are analyzed.
体外粘贴碳纤维板（CFRP）或钢板可有效地加固钢筋混凝土结构，使其承载力提高，受力性能改善。
The RC structures can be strengthened effectively by using of a bonded CFRP or steel plate so that its load bearing capacity can be increased and its behavior carrying load improved.
体外粘贴碳纤维板（CFRP）或钢板可有效地加固钢筋混凝土结构，使其承载力提高，受力性能改善。
The RC structures can be strengthened effectively by using of a bonded CFRP or steel plate so that its load bearing capacity can be increased and its behavior carrying load improved.
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