常州制板场CRTSII型轨道板检查卡片(自用)

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1、常州制板场CRTSII型轨道板检查卡片模板号：0001台座号：1#日期：2009年07月10日预埋套管定位销检测表从（北）到（南）I型II型126.32126.34126.33126.31226.22226.31226.32226.27326.3326.3326.26326.3预埋套管定位销外径±0.15426.27426.24426.34426.35526.31526.32526.3526.26626.24626.24626.36626.32726.33726.22726.3726.31826.2

2、4826.3826.31826.34926.35926.3926.3926.31026.271026.311026.251026.31从（北）到（南）承轨槽平整度（一列）±0.3I型II型+0.2+0.040+0.16+0.140+0.2+0.07+0.11-0.24-0.06-0.13-0.12+0.21+0.22+0.140-0.120-0.050+0.16-0.340-0.13+0.06+0.13-0.24-0.050-0.050+0.13+0.070+0.14+0.04-0.18-0.06+

3、0.09单个承轨槽平整度纵向:±0.3横向±0.15横向0.1纵向0.14000.120.160.040.20000.150.130.060.040.090.030.1700.09从（北）到（南）精轧螺纹钢筋定位孔间的中心间距404±3405404404402精轧螺纹钢筋定位孔间的中心间距248±3249248247248精轧螺纹钢筋定位孔间的屮心间距590±3591590精轧螺纹钢筋定位孔间的中心间距328±3330328328327椎体高度2（）0°.9199.4198.6199.5200199

4、.2198.5199.4199.7200承轨台壳体与底板Z间距离I型8.488.48.188.37.68.28.38II型7.98.27.5887.88.18.37.58.2从（北）到（南）模型长度6450±5.0644864516449模型宽度2550±5.0255225492551底模至端模顶面高度200匕203.2202.4201.6201.1200.9202」203.5202.3底模至侧模顶血高度20050203.4201.4202.5202.7200.7201.8202.7202.5板面平

5、整度±2.0+0.65+0.540-0.39+1.20-0.59+0.74四边翘曲±0.5+0.250+0.18-0.24四边旁弯±1.0+0.50+().5-0.500-0.50+().50整体扭曲±1.0+0.36-0.290+0.49承轨台底边与挡肩连接处内圆R7+0.1I7.0477.037.056.9877.067.046.957.08I77.067.02777.036.976.957.027II7.067.026.9977.056.967.037.0577.04II7.0276.929.

6、987.0377.057.047.026.97承轨台底边M挡肩连接处外圆R6.8±0.1I6.826.836.776.846.836.866.846.756.766.73I6.846.796.866.826.786.86.816.766.796.85II6.866.86.86.746.856.796.86.846.836.83II6.866.756.796.846.846.86.756.826.86.76104±1东104.24104.67104.21103.85西104104.32103.7610

7、4.37精轧螺纹钢筋中心到模板底板的乖直距离125±2北125.5125124.5126125.5125.5南125.5125126124.5125125检查人员：检查H期：结论：备注：表5中填写间隙、错台等检测数据。