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題名 | 鋼結構工程高張力螺栓摩擦接合程序與工法=The Working Procedures and Techniques for the Friction Gripped with High Tension Bolts on Steel Structure |
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作者 | 黃立鑫; 陳正烺; | 書刊名 | 技術與訓練 |
卷期 | 24:3=196 1999.06[民88.06] |
頁次 | 頁120-139 |
專輯 | 軋鋼專集 |
分類號 | 472.3 |
關鍵詞 | 摩擦接合; 高張力螺栓; Friction grip; High tension bolt; |
語文 | 中文(Chinese) |
中文摘要 | 鋼結構工程採用高張力螺栓摩擦接合工法之優點,在於結構強度高,具有耐反 覆衝擊及耐疲勞負載之能力;且其施工方法簡單、快速、安全,施工品質容易控制,有效降 低施工成本。摩擦接合效果取決於良好之扣件材料與接合條件以及施工方法,缺一不可。只 有在製程中充分掌握正確之工序、方法、材料與接面條件,才可確保高張力螺栓接合之品質 。 |
英文摘要 | Steel structure members connected by high tension friction grip bolts will have the advantage of high strenght and high resistance to fatigue caused by cycling stress. This kind of design also can minimize the total construction cost. The friction grip effect is governed by the performance of the connection among bolts, nuts and membes condition. In addition, proper working procedurse and techniques of bolt tightening determine the friction grip effect. This paper describes all the above mentioned key points. |
本系統之摘要資訊系依該期刊論文摘要之資訊為主。