5800立交匝道中边桩坐标放样正反算程序RAMP(可用)

立交匝道中边桩坐标放样正反算程序RAMP0911改良版.2子程序1：RAMPZBJS功能：使用Gauss-Legendre积分公式四结点计算匝道坐标。3子程序2：RAMPXS功能：显示计算结果。特别说明：在程序第2行，Locate 4,3, J后面有一个度的符号可按“度分秒的那个按键输入，注意不要漏了。4子程序3：RAMPDATA功能：调用相关匝道的数据库子程序。三、程序变量清单立交匝道中边桩坐标放样正反算程序变量清单见下表。.四、程序运行流程RAMP程序运行流程示意图如下：.五、立交匝道计算例如工程根本资料根本资料同?CASIO fx-5800P计算与道路坐标放样计算?第6章MN互通式立交。这里摘取局部关键图表资料如下：.MN互通式立交线位数据图由于图片大小的限制，此处不清晰，参见教材P162附录2立交匝道中边桩坐标放样正反算程序RAMP0911改良版下篇 六、立交匝道数据库子程序的格式及编写1互通匝道数据库子程序格式说明每条互通匝道建立一个数据库子程序，子程序名称格式建议为：RAMPDAT11RAMPDAT12RAMPDAT13本来，笔者为了不建立太多的数据库子程序，曾将尝试将一条互通所有匝道的数据全部写在一个子程序RAMPDATA1中参照路线计算ROAD-2程序采用的数据库子程序的方法，后来发现：一是数据太过庞大，查找和修改数据相当麻烦按上、下键按得手指发酸，二来逻辑判断语句太多，影响计算速度，因此舍弃。每一段线元写成一行数据，格式如下：2立交匝道参数辅助计算EXCEL程序的使用说明前面介绍了线元的数据格式，这里小结一下，每条线元需要确定以下数据：1线元起点的X/Y坐标；2线元起点的切线方位角；3线元起、终点的曲率半径的倒数，左偏为负；4线元起、终点的桩号。以上参数，要数第3种参数最难确定，因为在设计图表中没有直接标注，需要根据其它相关参数进行计算确定。除第3种参数外，其它三种参数确实定就比拟简单了，因为他们根本可以在匝道的设计图表中直接获取。考虑到匝道计算的局部参数不能直接从设计图表中获取，以及计算结果的验证等目的，笔者编制了立交匝道参数辅助计算EXCEL程序，帮助使用者快速、准确地确定匝道数据库参数，以提高工作效率。这里以A匝道为例，讲述立交匝道参数辅助计算EXCEL程序的根本使用方法。程序主界面如下列图所示：其中，“节点工作簿用于输入和计算导线节点参数；“CASIO数据参数工作簿用于计算匝道的CASIO数据库子程序所需的参数；“中桩坐标工作簿用于计算匝道中桩坐标以便与设计文件对照检查。这个程序的使用，根本与我先前发布的“立交匝道中桩坐标计算EXCEL程序的使用一致，只是多了一个生成“CASIO数据参数的功能。因此，请读者参阅“立交匝道中桩坐标计算EXCEL程序的使用日志。链接地址： :/user.qzone.qq /595077/blog/1238984950。第一步：在“节点工作簿，输入起点节点数据和以后各节点的桩号、半径、偏移等参数，本例输入完成后的界面如下：第二步：点击“参数计算按钮，程序即可计算出各节点的XY坐标、切线方位角、缓曲参数假设本节点与上一节点组成的线元为缓和曲线等参数，这些参数是与设计图表相关参数进行对照检查的重要数据，这一步，可能无法一次性计算准确，需要屡次检查、更正原始输入参数即第一步输入的参数。第三步：假设计算出的各节点参数无误，一般也没有问题了，但为了保险起见，还可点击“桩号生成按钮，批量生成桩号，并计算其坐标，与设计文件的逐桩坐标进行对照检查。第四步：假设第三步检查无误，即可进入“CASIO数据参数工作簿，点击“参数计算按钮，即可计算出数据库子程序所需的各线元参数。第五步：对照各线元参数编写该匝道的数据库子程序。我把五条匝道的匝道参数辅助计算EXCEL程序打包在此，供大家下载参考学习使用。 :/pickup.mofile /61053902222329003互通匝道数据库子程序的编写为说明清晰起见，笔者将每条匝道的每个线元都一一进行编号，比方a匝道的第一条线元编为“a-1，读者可结合立交匝道设计图表进行判读。本例如工程的匝道数据库子程序见下表。.七、程序使用例如1坐标正算例如计算任务：假设在导线点2807544.340，475613.014上架设全站仪，试计算MN互通式立交c匝道以下点位的X/Y坐标及极坐标放样数据：1K0+315.3中桩，以及该桩左侧3.5米、右侧5米的边桩；2K0+340中桩。使用立交匝道中边桩坐标放样正反算程序RAMP的操作流程见下表。2坐标反算例如计算任务：根据上面计算的c匝道K0+315.3中桩坐标，以及该桩左侧3.5米、右侧5米的边桩坐标计算结果，反算对应的桩号及距中距离，并进行结果的验证。使用立交匝道中边桩坐标放样正反算程序RAMP的操作流程见下表。 3构造物坐标计算例如计算任务：如下图，MN互通式立交b匝道BK0+384处有一涵洞，与路线斜交，计算涵洞洞口中轴线坐标，假设全站仪测站坐标为2807770.688，475422.635，计算其极坐标放样数据。使用立交匝道中边桩坐标放样正反算程序RAMP的操作流程见下表。 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