📄 titlebar.rc
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EDITTEXT IDC_YKZ7_WPWIGHT,145,63,29,12,NOT WS_BORDER
EDITTEXT IDC_YKZ7_HBWIGTH,189,63,29,12,NOT WS_BORDER
EDITTEXT IDC_YKZ7_JJKWIGHT,223,64,29,12,NOT WS_BORDER
EDITTEXT IDC_YKZ7_DJM,257,64,29,12,NOT WS_BORDER
EDITTEXT IDC_YKZ7_KDTV,302,63,29,12,NOT WS_BORDER
EDITTEXT IDC_YKZ7_GDV,343,63,29,12,NOT WS_BORDER
END
ID_ABOUT DIALOG DISCARDABLE 0, 0, 322, 159
STYLE DS_MODALFRAME | WS_POPUP | WS_CAPTION | WS_SYSMENU
CAPTION "关于"
FONT 9, "宋体"
BEGIN
DEFPUSHBUTTON "确定",IDOK,265,13,50,14
PUSHBUTTON "取消",IDCANCEL,265,39,50,14
CONTROL 146,IDC_STATIC,"Static",SS_BITMAP,7,7,137,134
LTEXT " 本软件分为《挖孔桩计算》和《方格网计算》两部份，其中挖孔桩计算部份专门用于""天宫殿康居工程还建房""工程的挖孔桩土石方、混凝土以及钢筋工程量的计算，不能用于其它工程中。方格网计算部份可用于任何工程中。 ",
IDC_STATIC,157,19,99,73
GROUPBOX "",IDC_STATIC,151,7,112,130
LTEXT " 软件版权归作者本人所有，任何人不得复制及传播，否则作者保留追究相关法律责任.",
IDC_STATIC,155,98,102,33
LTEXT "版本号: V1.0",IDC_STATIC,267,65,48,12
LTEXT "如有疑问，请致电:13368145659",IDC_STATIC,194,139,118,12
LTEXT "作者:罗伟",IDC_STATIC,267,80,48,12
LTEXT "授权及户:",IDC_STATIC,267,105,48,8
LTEXT "重庆九建四项目部",IDC_STATIC,279,114,36,22
END
IDD_DLGcontndemo DIALOG DISCARDABLE 0, 0, 352, 303
STYLE DS_MODALFRAME | WS_POPUP | WS_CAPTION | WS_SYSMENU
CAPTION "计算规则说明"
FONT 9, "宋体"
BEGIN
DEFPUSHBUTTON "确定",IDOK,295,7,50,14
PUSHBUTTON "取消",IDCANCEL,295,24,50,14
LTEXT " 系统对挖孔桩各种工程量计算方法如下：如果预算实际的计算方法不同，可试着调整参数来解决；若还不能同实际相符合请联系作者更新软件包",
IDC_STATIC,7,7,274,24
LTEXT "1.土方量:",IDC_STATIC,7,37,36,8
LTEXT "土方量计算桩径为：当为砖护壁时：计算直径=桩径+480,当为砼护壁时：计算直径=桩径+400。",
IDC_STATIC,24,47,257,16
LTEXT "2.松石坚石方量:",IDC_STATIC,7,66,67,8
LTEXT "松次坚石方量计算桩径为：计算直径=桩径（无护壁）。",
IDC_STATIC,24,75,257,10
LTEXT "3.普坚石方量:",IDC_STATIC,7,86,67,8
LTEXT "砖护壁厚度按240计，计算长度按砖护壁中心线所在圆(或椭圆)的周长计。",
IDC_STATIC,21,125,276,8
LTEXT "4.砖护壁方量:",IDC_STATIC,7,116,67,8
LTEXT "普坚石方量计算桩径为：计算直径=桩径；（无护壁），同时计算出的方量加上锅底增加方量，有扩大头的桩还要加上扩大头增加的方量。",
IDC_STATIC,23,97,257,17
LTEXT "5.砼护壁方量:",IDC_STATIC,7,136,67,8
LTEXT "砼护壁厚度按150计，计算长度按砼护壁(平均厚度)中心线所在圆(或椭圆)的周长计。",
IDC_STATIC,19,145,261,16
LTEXT "6.钢筋方量:",IDC_STATIC,7,162,67,8
LTEXT "6.1.主筋量:挖孔桩深度大于设置搭接长度后，主筋长度均开始计算搭接,搭接长度为42d。",
IDC_STATIC,17,173,282,15
LTEXT "6.2.螺旋筋筋量:按规范，桩顶及桩底最后一圈均计1.5圈，则桩上部2m加密段计有21.5圈,桩底部@200段圈数=长度/0.2取整+0.5圈。每8m计一搭接，搭接长=300+140。",
IDC_STATIC,17,191,280,25
LTEXT "6.3.桩顶网片筋量:对d800圆桩每项层每方向按4根计，共16根缩筋；对椭圆桩考虑圆与直断相切处各一根，其余按@200排。",
IDC_STATIC,17,219,280,17
LTEXT "6.4.加劲筋量:计算直径=桩径-100-2倍主筋型号;计算周长要加上140的焊接长度；同时考虑加劲箍中增加三角形支撑，椭圆桩考虑-|-|-形支撑。",
IDC_STATIC,16,237,280,16
LTEXT "6.5.护壁钢筋量:挖孔桩若有砼护壁，每节护壁钢筋纵向长长度计=950+140;圆箍长度=周长+300+140。(300为搭接长，140为圆钢端部弯勾长)",
IDC_STATIC,16,257,280,18
LTEXT "7.桩身砼方量:计算高度=桩顶标高-桩底标高;计算直径按设计;同时要加上锅底方量;有扩大头的还要加上扩大头方量；有砼护壁的还要加上护壁大小口之间的增加量。",
IDC_STATIC,7,277,292,19
END
IDD_DLGGJ DIALOG DISCARDABLE 0, 0, 214, 165
STYLE DS_MODALFRAME | WS_POPUP | WS_CAPTION | WS_SYSMENU
CAPTION "钢筋明细表"
FONT 11, "宋体"
BEGIN
DEFPUSHBUTTON "确定",IDOK,162,7,50,14
PUSHBUTTON "取消",IDCANCEL,162,26,50,14
LTEXT "钢筋型号: ",IDC_STATIC,14,14,39,10
GROUPBOX "",IDC_STATIC,7,7,114,155
CONTROL 171,IDC_STATIC,"Static",SS_BITMAP,15,31,16,6
GROUPBOX "",IDC_STATIC,7,7,54,155
GROUPBOX "",IDC_STATIC,7,120,114,21
LTEXT "累计重量(kg)",IDC_STATIC,67,14,47,10
CONTROL 172,IDC_STATIC,"Static",SS_BITMAP,15,48,16,6
CONTROL 176,IDC_STATIC,"Static",SS_BITMAP,15,65,16,6
CONTROL 170,IDC_STATIC,"Static",SS_BITMAP,15,78,16,6
CONTROL 173,IDC_STATIC,"Static",SS_BITMAP,15,95,16,6
CONTROL 174,IDC_STATIC,"Static",SS_BITMAP,15,113,16,6
CONTROL 175,IDC_STATIC,"Static",SS_BITMAP,15,129,16,6
CONTROL 169,IDC_STATIC,"Static",SS_BITMAP,15,149,16,6
EDITTEXT IDC_GJ6_5,67,28,51,12,ES_AUTOHSCROLL | ES_READONLY | NOT
WS_BORDER
EDITTEXT IDC_GJ8,67,45,51,12,ES_AUTOHSCROLL | ES_READONLY | NOT
WS_BORDER
EDITTEXT IDC_GJI12,67,76,51,12,ES_AUTOHSCROLL | ES_READONLY | NOT
WS_BORDER
EDITTEXT IDC_GJ12,67,93,51,12,ES_AUTOHSCROLL | ES_READONLY | NOT
WS_BORDER
EDITTEXT IDC_GJ14,67,111,51,12,ES_AUTOHSCROLL | ES_READONLY | NOT
WS_BORDER
EDITTEXT IDC_GJ16,67,126,51,12,ES_AUTOHSCROLL | ES_READONLY | NOT
WS_BORDER
EDITTEXT IDC_GJ18,68,145,51,12,ES_AUTOHSCROLL | ES_READONLY | NOT
WS_BORDER
EDITTEXT IDC_GJ10,67,60,51,12,ES_AUTOHSCROLL | ES_READONLY | NOT
WS_BORDER
GROUPBOX "",IDC_STATIC,7,87,114,21
GROUPBOX "",IDC_STATIC,7,55,114,21
GROUPBOX "",IDC_STATIC,7,22,114,21
CONTROL 182,IDC_STATIC,"Static",SS_BITMAP | SS_CENTERIMAGE,130,
43,82,116
END
IDD_DIALOGFGW DIALOGEX 0, 0, 528, 365
STYLE DS_MODALFRAME | WS_MINIMIZEBOX | WS_MAXIMIZEBOX | WS_POPUP |
WS_CAPTION
CAPTION "方格网计算"
FONT 9, "宋体", 0, 0, 0x1
BEGIN
EDITTEXT IDC_BGLEFTTOP,37,95,34,12,ES_AUTOHSCROLL | WS_GROUP
EDITTEXT IDC_BGRIGHTTOP,157,95,34,12,ES_AUTOHSCROLL | WS_GROUP
EDITTEXT IDC_BGRIGHTBUTTOM,160,173,34,12,ES_AUTOHSCROLL |
WS_GROUP
EDITTEXT IDC_BGLEFTBUTTOM,37,174,34,12,ES_AUTOHSCROLL | WS_GROUP
EDITTEXT IDC_BGAVG,94,129,34,12,ES_AUTOHSCROLL | WS_GROUP
PUSHBUTTON "修改当前项(&N)",IDC_BTNNEXT,268,117,81,30,BS_FLAT |
WS_GROUP
GROUPBOX "",IDC_STATIC,71,102,88,74
PUSHBUTTON "退 出(&Q)",IDOK,437,317,84,27,BS_FLAT | NOT WS_TABSTOP
GROUPBOX "计算选项",IDC_STATIC,7,7,389,60
LTEXT "平基绝对标高:",IDC_STATIC,75,20,32,16,NOT WS_GROUP
CONTROL "绝对标高",IDC_RADIOJD,"Button",BS_AUTORADIOBUTTON,17,20,
49,9
CONTROL "相对标高",IDC_RADIOXD,"Button",BS_AUTORADIOBUTTON,15,37,
49,9
CONTROL "自动填写平基标高",IDC_CHECKAUTOH,"Button",
BS_AUTOCHECKBOX,167,17,79,14
CONTROL "自动填写每方格网右侧两角点标高",IDC_CHECKAUTORIGHT,
"Button",BS_AUTOCHECKBOX | BS_MULTILINE,168,31,80,21
LTEXT "平基相对对标高:",IDC_STATIC,74,41,37,17,NOT WS_GROUP
EDITTEXT IDC_EDITJDBG,109,19,44,12,ES_AUTOHSCROLL | NOT
WS_TABSTOP
EDITTEXT IDC_EDITXDBG,109,39,47,12,ES_AUTOHSCROLL | NOT
WS_TABSTOP
LTEXT "m",IDC_STATIC,153,20,8,8
LTEXT "m",IDC_STATIC,158,42,8,8
GROUPBOX "原始数据",IDC_STATIC,6,75,390,114
LTEXT "平基标高",IDC_STATIC,94,119,34,8
CONTROL "List1",IDC_OPELIST,"SysListView32",LVS_REPORT |
LVS_SINGLESEL | LVS_SHOWSELALWAYS | WS_BORDER,13,216,173,
119
CONTROL "List2",IDC_COUNTLIST,"SysListView32",LVS_REPORT |
LVS_SINGLESEL | LVS_SHOWSELALWAYS | WS_BORDER,207,215,
181,119
GROUPBOX "",IDC_STATIC,247,75,149,114
LTEXT " 请在原始数据列表框中选择要修改的记录项并修改各参数值，单击下面这个按纽完成修改.",
IDC_STATIC,257,85,131,29
LTEXT "方格长度:",IDC_STATIC,81,85,32,10
LTEXT "方格宽度:",IDC_STATIC,160,133,37,10
EDITTEXT IDC_FGB,118,83,15,12,ES_AUTOHSCROLL | NOT WS_TABSTOP
EDITTEXT IDC_FGH,196,131,15,12,ES_AUTOHSCROLL | NOT WS_TABSTOP
LTEXT "m",IDC_STATIC,191,97,8,8
LTEXT "m",IDC_STATIC,136,85,8,8
LTEXT "m",IDC_STATIC,71,96,8,8
LTEXT "m",IDC_STATIC,71,177,8,8
LTEXT "m",IDC_STATIC,196,175,8,8
LTEXT "m",IDC_STATIC,128,131,8,8
LTEXT "m",IDC_STATIC,212,133,8,8
LTEXT "当前方格号:",IDC_STATIC,79,149,45,8
GROUPBOX "原始数据记录列表",IDC_STATIC,7,201,186,159
GROUPBOX "计算结果列表",IDC_STATIC,201,203,195,157
EDITTEXT IDC_SUMWF,328,336,44,12,ES_AUTOHSCROLL | ES_READONLY |
NOT WS_BORDER | NOT WS_TABSTOP,WS_EX_RIGHT
EDITTEXT IDC_SUMTF,328,347,44,12,ES_AUTOHSCROLL | ES_READONLY |
NOT WS_BORDER | NOT WS_TABSTOP,WS_EX_RIGHT
LTEXT "累计挖方:",IDC_STATIC,288,336,36,9
LTEXT "累计填方:",IDC_STATIC,288,348,32,9
LTEXT "m3",IDC_STATIC,375,336,8,8
LTEXT "m3",IDC_STATIC,375,348,8,8
PUSHBUTTON "删除记录(&R)",ID_DELITEM,437,147,84,27,BS_FLAT | NOT
WS_TABSTOP
DEFPUSHBUTTON "增加记录(&A)",ID_ADDITEM,437,109,84,27,BS_FLAT | NOT
WS_TABSTOP
PUSHBUTTON "全部重算(&C)",ID_RECOUNT,437,73,84,27,BS_FLAT | NOT
WS_TABSTOP,WS_EX_DLGMODALFRAME
PUSHBUTTON "帮助(&H)",ID_HELP,437,277,84,27,BS_FLAT | NOT
WS_TABSTOP
PUSHBUTTON "计算说明(&V)",ID_DEMO,437,191,84,27,BS_FLAT | NOT
WS_TABSTOP
EDITTEXT IDC_FGWID,123,147,29,12,ES_AUTOHSCROLL | NOT WS_TABSTOP
COMBOBOX IDC_DEMOCOMBO,256,35,53,45,CBS_DROPDOWN | WS_VSCROLL
LTEXT "自动填入备注项内容",IDC_STATIC,260,18,45,15
CONTROL 196,IDC_STATIC,"Static",SS_BITMAP | SS_NOTIFY |
SS_CENTERIMAGE | SS_REALSIZEIMAGE,72,109,16,16
CONTROL 193,IDC_STATIC,"Static",SS_BITMAP | SS_NOTIFY |
SS_CENTERIMAGE | SS_REALSIZEIMAGE,72,157,16,16
CONTROL 195,IDC_STATIC,"Static",SS_BITMAP | SS_NOTIFY |
SS_CENTERIMAGE | SS_REALSIZEIMAGE,141,158,16,16
CONTROL 194,IDC_STATIC,"Static",SS_BITMAP | SS_NOTIFY |
SS_CENTERIMAGE | SS_REALSIZEIMAGE,141,107,16,16
CONTROL 166,IDC_STATIC,"Static",SS_BITMAP,450,17,53,40
LTEXT "共:",IDC_STATIC,13,339,14,9,0,WS_EX_TRANSPARENT
EDITTEXT IDC_SUMITEMS,28,339,31,12,ES_AUTOHSCROLL | ES_READONLY |
NOT WS_BORDER | NOT WS_TABSTOP,WS_EX_RIGHT
LTEXT "项",IDC_STATIC,63,339,14,9,0,WS_EX_TRANSPARENT
CONTROL "平均标高体积法",IDC_COUNTNO,"Button",BS_AUTORADIOBUTTON,
315,17,76,12
CONTROL "四方棱柱体积法",IDC_COUNT4,"Button",BS_AUTORADIOBUTTON,
315,33,75,10
CONTROL "三角棱柱体积法",IDC_COUNT3,"Button",BS_AUTORADIOBUTTON,
315,51,74,10
PUSHBUTTON "打 印&P)",ID_PRINT,437,236,84,27,BS_FLAT | NOT
WS_TABSTOP
LTEXT "当前计算方法",IDC_STATIC,204,339,27,15
EDITTEXT IDC_COUNTSTYLE,231,342,48,12,ES_AUTOHSCROLL |
ES_READONLY | NOT WS_BORDER | NOT WS_TABSTOP
LTEXT "输入标高原始数据时可用TAB键切换焦点",IDC_STATIC,251,162,
140,10
LTEXT "输入标高数据后按回车键完成增加记录",IDC_STATIC,251,173,
140,12
END
IDD_START DIALOG DISCARDABLE 0, 0, 216, 99
STYLE WS_MINIMIZEBOX | WS_POPUP | WS_CAPTION | WS_SYSMENU
FONT 11, "宋体"
BEGIN
DEFPUSHBUTTON "退 出(&Q)",IDOK,147,72,69,22,BS_FLAT
PUSHBUTTON "挖孔桩计算",IDC_BTNWKZ,147,2,69,22,BS_FLAT
PUSHBUTTON "方格网计算",IDC_BTNFGW,147,36,69,22,BS_FLAT
CONTROL 201,IDC_STATIC,"Static",SS_BITMAP | SS_REALSIZEIMAGE,2,2,
136,109
END
IDD_FGWVIEW DIALOGEX 0, 0, 239, 289
STYLE DS_MODALFRAME | WS_POPUP | WS_CAPTION | WS_SYSMENU
CAPTION "方格网计算方式及公式"
FONT 11, "宋体", 0, 0, 0x1
BEGIN
DEFPUSHBUTTON "确定",IDOK,183,7,50,14
LTEXT " 如右图示：当一a*b方格网的四个角点坐标：h1、h2、h3、h4同本方格设计平基标高h0之间存在以下关系时，分别按不同的公式计算:",
IDC_STATIC,13,13,70,60
CONTROL 192,IDC_STATIC,"Static",SS_BITMAP,85,13,68,66
LTEXT "1:全挖方(四挖):",IDC_STATIC,7,78,187,9
LTEXT "四个角点坐标均高于平基标高h0时计算公式: V=a*b*[(h1+h2+h3+h4)/4-h0]",
IDC_STATIC,28,87,157,16
LTEXT "2:三挖一填(或三填一挖):",IDC_STATIC,7,105,187,9
LTEXT "三个角点坐标(设为h1,h2,h3)高于平基标高h0(为挖方)，一个角点标高(h4)低于h0(为填方)时计算公式: ",
IDC_STATIC,10,115,185,20
LTEXT "3:两挖两填:",IDC_STATIC,7,175,44,8
LTEXT "有两个相邻角点坐标(设为h1,h2)高于平基标高h0(为挖方)，另两个角点标高(h3,h4)低于h0(为填方)时计算公式: ",
IDC_STATIC,20,188,192,18
LTEXT "4:全填方(四填):",IDC_STATIC,8,244,187,9
LTEXT "四个角点坐标均低于平基标高h0时计算公式: V=a*b*[(h1+h2+h3+h4)/4-h0]",
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