钢筋工程中英文(个人整理)VIP

钢筋工程 reinforcement works一、 材料圆钢 round rebar, round steel螺纹钢 deformed rebar二级钢筋 grade rebar冷轧带肋钢筋 cold-rolled ribbed steel热轧带肋钢筋 hot-rolled ribbed steel低碳钢丝 low carbon steel wire冷拉钢筋 cold drawing rebar钢筋场地 rebar yard每捆钢筋 each bundle of rebar焊条 electrode焊剂 flux套筒 sleeve 质量保证方法 quality assurance method钢筋生产厂家 steel manufacturer，steel mill厂家审查 have a audit to the steel mill二、 机械设备弯曲机 bending machine切断机 cutting machine卷扬机 winch 电渣压力焊 Electroslag pressure welding闪光对焊 flash-butt welding电弧焊剂 electroarc welding气压平焊 air pressured upset butt welding对焊 butt welding 液压千斤顶 hydraulic jack（has 200kN of max pulling force with 200mm stroke distance 有200kN推力及200mm的冲程）夹具 clamping apparatus锚具（固定件）anchor （fixture）三、 构件名称及专业名称隐蔽工程 backfilled works，covered works , concealed works底筋 bottom rebar面筋 upper side rebar弯起筋bend steel bar搭接长度 lap length，fixing length （45 times of the diameters 45倍直径）锚固长度 anchorage length焊接长度 welding length绑扎接头 fixed joint钢筋安装 rebar fixing钢筋下料表 rebar bending schedule偏心的 eccentric钢筋代换 rebar replacement等强代换 equal strength replacement等截面代换 equal rebar cross-section replacement截面积 cross-section rebar预应力作业 prestressing operation预应力先张法 ahead prestressing method抵消预应力 offset the tension force预应力台座 prestressing platform四、 施工质量及检测试验室 laboratory 抽样试验 take example（2 segments 2小段）破坏性试验 destructive test抗拉强度 tension strength抗弯强度 bending strength拉伸试验 tension test延伸率 extension rate冷弯曲度 cold bending degree冷拉试验 cold tension test破坏点 destroyed point伸长率 elongation实测强度 actual strength实际等级 actual grade屈服强度 yield strength屈强比 yield ratio屈服点 yield point脆断 brittle leakage焊接性能不良 bad welding performance烧死 burning damage物理性能 physical character 化学组成成分试验 chemical component test凹坑 leakage划痕 scar麻面 honeycomb不合格 unqualified五、 相关句子1， It is not allowed in the specification. 规范不允许这样做2， It is bearing tension force. 承受拉力3， The deviation of the center line is not bigger than 0.1 diameter of the rebar and 2mm中心线偏差是否超过0.1倍钢筋直径和2mm4， there are 10 nos. laps in the section 这个截面有10个接头5， use up 用量大6， We usually calculate the cutting length by this way：the rebar surface dimension in the drawing minus the bending extension length and plus the dimension of hooks in the ends. The bending extension length depends on the rebar diameter，bending angle and other different conditions. So it is necessary to have a trial bending for the actual m