标准规范下载简介和部分内容预览：
96EG404 预应力砼空心板96EG404预应力砼空心板是一种广泛应用于现代建筑和桥梁工程中的预制构件。它以高强度混凝土为主要材料，并通过预应力技术制作而成，具有重量轻、强度高、耐久性好等特点。这种空心板的设计符合国家相关标准，适用于楼板、屋面板以及桥梁等多种场景。
应用范围：96EG404预应力砼空心板广泛应用于工业与民用建筑的楼板、屋面板，以及市政工程中的桥梁、地下通道等项目。在实际应用中，可根据具体需求调整板的厚度、跨度及配筋方案，以满足不同工况的要求。
制作工艺：该空心板通常采用长线台座法或环形台座法制成。在生产过程中，通过对钢筋施加预应力并浇筑混凝土，待混凝土达到设计强度后放松预应力筋，使板体产生压缩应力，从而提高其抗弯能力和耐久性。
总之，96EG404预应力砼空心板以其优异的性能和经济性成为现代建筑工程中的重要选择，为建筑行业的可持续发展提供了有力支持。
图集号 96EG404 600宽板选用表（一） 页别 12
预应力主筋允许荷载（kN/m²）允许弯矩（kN·m）允许剪力板编号钢筋混凝土构件自重直径短期长期短期长期设计值根数设计值总用量级别用量(mm)组合值组合值设计值组合值组合值(kN)(kg)(:m²)(k:V)平明明细崇业650级595.786YKB36614.6293.4725.3164.2533.18917.0104.9900.15923.980王石石800级586.5285.2233.9175.9984.7983.59717.0104.4350.15923.980650级5106.648YKB36625.3183.9066.1084.886核计图3.58917.0105.5440.15923.980800级597.5816.0654.5496.9655.5724.17917.0104.9900.15923.980校设制YKB3663650级51410.0157.1165.6229.2016.5375.16517.0107.7620.15923.980800级5119.6497.2555.7798.8656.6655.30917.0106.0980.15923.980YKB3961650级594.5533.6422.7324.9323.9452.95916.7995.4050.17254.313800级585.1834.1463.1105.6134.4903.36816.7994.8050.17254..313YKB3962650级5137.4375.9494.4628.0546.4434.83216.7997.8080.17254.313800级5106.9585.5674.1757.5366.0294.52216.7996.0060.17254.313YKB3963650级51810.8857.1275.84011.7887.7186.32516.79910.8110.17254.313800级51410.3827.2505.98311.2447.8516.47916.7998.4080.17254.313YKB4061650级594.2043.3632.5224.7953.8362.87716.7295.5440.17704.424800级584.8023.8412.8815.4784.3823.28716.7294.9280.17704.424YKB4062650级5147.6105.3514.5668.6816.1045.20816.7298.6240.17704.424800级5117.3155.8524.3898.3456.6765.00716.7296.7740.17704.424YKB4263650级51910.8506.9845.75812.3777.9676.56916.72911. 7040.17704.424800级51510.5267.2116.00312.0078.2256.84816.7299.2400.17704.424YKB4261650级5104.2093.3672.3175.3064.2452.92116.5886.4680.18594.647800级584.1223.2972.4735.1964.1573.11816.5885.1740.18594.647YKB4262650级5167.8535.2604.7129.9016.6325.94016.58810.3490.18594.647800级5127.1365.1624.2818.9966.5085.39816.5887.7620.18594.647YKB4063650级52211.2816.9705.84814.2238.7887.37316.58814.2300.18594.647800级51710.6997.0935.99213.4888.9437.55516.58810.9960.18594.647说明：1.允许荷载（弯矩、剪力）为扣除板自重及嵌缝重外的荷载（弯矩、剪力），600宽板自重（含嵌缝重）为1.953kN/m²图集号96EG4042.预应力主筋长度等于板标志长度600宽板选用表（二）页别13
郑州工程学院新校区23#-26#楼冬期施工方案图集号 96EG404 700宽板选用表（一） 页别 14
预应力主筋允许荷载（kN/m²）允许夸矩（kN·m）允许剪力板编号钢筋混凝土构件自重19直径短期长期短期长期设计值级别根数设计值总用量用量(mm)组合值组合值设计值组合值组合值(kN)(kg)(m²)(kN)平明明细紫崇YKB3671650级5105.4524.3623.2715.8444.6753.506王石石800级18.8115.5440.18425.0114.604596.2643.7586.7145.3714.02818.8114.9900.1842650级5.5464.604核计图YKB36725126.9324.1597.4305.9444.45818.8116.6530.1842800级5.7374.6045107.1714.3027.6866.1494.61218.8115.5440.18424.604校设制YKB3673650级51710.5277.4155.91711.2847.9486.34218.8119.425800级0.18424.6045139.8377.3955.91710.5447.9266.34218.8117.2070.18424.604YKB3971650级5104.2753.4202.5655.4024.3213.24118.5696.006800级0.199653.9712.9786.2724.99094.9645.0183.76318.5695.4050.19964.990YKB3972650级5157.3765.9014.4269.3207.4565.59218.5699.0090.1996800级4.9905127.2495.7994.3499.1597.3275.49518.5697.207650级0.19964.990YKB397352211.5037. 4746.18214.5359.4437.811800级18.56913.2130.19964.99051710.9027.5696.29813.7759.5637.95818.56910.2100.19964.990YKB4071650级5103.9423.1542.2955.2464.1973.05418.4886.160800级0.20475.118594.5963.6772.7576.1164.8933.67018.4885.5440.20475.118YKB4072650级5167.4605.3064.4709.9287.0625.95718.4889.8560.20475.118800级5137.4735.9794.4849.9467.9575.96818.4888.0080.20475.118YKB4073650级52411.8807.5346.30015.81110.0278.38418.48814.7840.2047800级10.9055.1185187.4536.24214.5139.9198.30918.48811.088650级0.204753.5415.118YKB4271124.4262.6556.5105.2083.90618.327800级7.7620.21505.376593.9393.1512.3625.7934.6353.47518.3275.8210.21505.376YKB4272650级5187.5565.1424.53411.1157.5636.66918.327800级11.6420.21505.3765147.1775.2154.30610.5567.6716.33418.3279.0550.2150650级5.376YKB427352611.4867.1075.98416.89510.4548.80118.32716.8170.2150800级11.4315.3765217.5246.41816.81411.0679.44018.32713.5830.21505.376说明：1.允许荷载（弯矩、剪力）为扣除板自重及嵌缝重外的荷载（弯矩、剪力），700宽板自重（含嵌缝重）为1.923kN/m²700宽板选用表（二）图集号96EG4042.预应力主篇长度等于板标志长度页别15
说明：1.允许荷载（弯矩、剪力）为扣除板自重及嵌缝重外的荷载（弯矩、剪力）， 900宽板自重（含嵌缝重）为1.883kN/m 2.预应力主筋长度等于板标志长度
说明：1.允许荷载（弯矩、剪力）为扣除板自重及嵌楚重外的荷载（弯矩、剪力）， 1200宽板自重（含嵌缝重）为1.848kN/m 2.预应力主筋长度等于板标志长度
说明：1.允许荷载（弯矩、剪力）为扣除板自重及嵌缝重外的荷载（弯矩、剪力）， 1200宽板自重（含嵌缝重）为1.848kN/m 2.预应力主筋长度等于板标志长度