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envi-code/SourceCode/Code2026/tg_shs/shs_TwtCalc/CalcFeedIndustryDlg.cpp
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2026-09-28 15:28:50 +08:00
// CalcFeedIndustryDlg.cpp : implementation file
//
#include "stdafx.h"
#include "CalcFeedIndustryDlg.h"
#include "TWTDEF.h"
#include "TelDef.h"
#include <DbEquipment.h>
#include "TWordFormulasTemplet.h"
#include "TAPI.h"
#ifdef _DEBUG
#define new DEBUG_NEW
#undef THIS_FILE
static char THIS_FILE[] = __FILE__;
#endif
/////////////////////////////////////////////////////////////////////////////////////////////////////////////////
// 工业建筑给水计算
/////////////////////////////////////////////////////////////////////////////////////////////////////////////////
void IndustryFeedCalc()
{
Entity entMainPipe;
RBList rbMask(RTDXF0, _T("ATS_EQUIPMENT"), 8, _T("*"), NULL);
RBList rbMaskPipe = ads_buildlist( -4, _T("<or"),
-4, _T("<and"), RTDXF0, _T("ATS_PIPE"), 8, LAY_PIPE_FEED, -4, _T("and>"),
-4, _T("<and"), RTDXF0, _T("ATS_PIPE"), 8, LAY_VPIPE_FEED, -4, _T("and>"),
-4, _T("<and"), RTDXF0, _T("ATS_PIPE"), 8, LAY_PIPE_FEED2, -4, _T("and>"),
-4, _T("<and"), RTDXF0, _T("ATS_PIPE"), 8, LAY_VPIPE_FEED2, -4, _T("and>"),
-4, _T("<and"), RTDXF0, _T("ATS_PIPE"), 8, LAY_PIPE_FEED3, -4, _T("and>"),
-4, _T("<and"), RTDXF0, _T("ATS_PIPE"), 8, LAY_VPIPE_FEED3, -4, _T("and>"),
-4, _T("or>"), NULL);
if(SelectEntity(_T("\n请选择给水总干管<退出>"), entMainPipe, rbMaskPipe) != RTNORM)
return;
//第一步，选择总干管，并找到它之前的堵头
AcDbObjectId idMain = NULL;
OPENOBJ_BEGIN(entMainPipe, AcDb::kForRead, TDbPipe, pPipe);
if(pPipe)
{
AcDbObjectId nodeId1(NULL), nodeId2(NULL);
nodeId1 = pPipe->GetNode(0);
nodeId2 = pPipe->GetNode(1);
OPENOBJ_BEGIN(nodeId1, AcDb::kForRead, TDbPipeNode, pNode);
if(pNode)
{
int num = pNode->GetInterfaceNum();
if(num == 1)
idMain = nodeId1;
}
OPENOBJ_END();
OPENOBJ_BEGIN(nodeId2, AcDb::kForRead, TDbPipeNode, pNode);
if(pNode)
{
int num = pNode->GetInterfaceNum();
if(num == 1)
idMain = nodeId2;
}
OPENOBJ_END();
}
OPENOBJ_END();
if(!idMain)
{
AfxMessageBox(_T("没有正确选择起点干管！"));
return;
}
ads_name entMain;
acdbGetAdsName(entMain, idMain);
SSearchPipeList *pListAll = new SSearchPipeList();
PickSet ssAll(SS_FREE);
ssAll += idMain;
pListAll->m_iType = 1;
if(!SearchSprinkPipeSys(entMain, NULL, pListAll, ssAll))
{
AfxMessageBox(_T("系统有回路！"));
delete pListAll;
return;
}
//第二步，搜索整个系统，计算管长，建立双向链表
CalcPipeLength2(pListAll, NULL);
//第三步，标注节点
int idx = 1;
SSearchPipeList *pNode = GetNextDimNode2(pListAll, NULL);
while(pNode)
{
idx = DoSerialNumber2(pNode, idx); //标注节点编号
pNode = GetNextDimNode2(pListAll, NULL); //得到下一支路起点节点
}
DoDimPipeSerialNumber(pListAll); //标注管段编号
CTemporaryResourceOverride over;
CCalcFeedIndustryDlg dlg;
dlg.SetListAll(pListAll);
if(dlg.DoModal() != IDOK)
{
delete pListAll;
return;
}
delete pListAll;
return;
}
/////////////////////////////////////////////////////////////////////////////
// CCalcFeedIndustryDlg dialog
CCalcFeedIndustryDlg::CCalcFeedIndustryDlg(CWnd* pParent /*=NULL*/)
: CDialog(CCalcFeedIndustryDlg::IDD, pParent)
{
//{{AFX_DATA_INIT(CCalcFeedIndustryDlg)
m_csLost = _T("");
m_bIsCalc = FALSE;
//}}AFX_DATA_INIT
}
void CCalcFeedIndustryDlg::DoDataExchange(CDataExchange* pDX)
{
CDialog::DoDataExchange(pDX);
//{{AFX_DATA_MAP(CCalcFeedIndustryDlg)
DDX_Text(pDX, IDC_EDIT_LOST, m_csLost);
//}}AFX_DATA_MAP
}
BEGIN_MESSAGE_MAP(CCalcFeedIndustryDlg, CDialog)
//{{AFX_MSG_MAP(CCalcFeedIndustryDlg)
ON_BN_CLICKED(IDC_RECACULATE, OnRecaculate)
ON_BN_CLICKED(IDC_BOOKBTN, OnBookbtn)
ON_BN_CLICKED(IDC_SHEETBTN, OnSheetbtn)
//}}AFX_MSG_MAP
END_MESSAGE_MAP()
/////////////////////////////////////////////////////////////////////////////
// CCalcFeedIndustryDlg message handlers
BOOL CCalcFeedIndustryDlg::OnInitDialog()
{
CDialog::OnInitDialog();
m_publicGrid.Create(this,IDC_LIST_CACLARCH);
m_publicGrid.Refresh();
m_publicGrid.AppendCol(_T("管段名称"),60);
m_publicGrid.AppendCol(_T("管道流量L/s"),80);
m_publicGrid.AppendCol(_T("管长m"),45);
// m_publicGrid.AppendCol(_T("百分数"),50);
m_publicGrid.AppendCol(_T("标注管径"),60);
// m_publicGrid.AppendCol(_T("额定流量"),60);
m_publicGrid.AppendCol(_T("水力坡降mH2O/m"),88);
m_publicGrid.AppendCol(_T("流速m/s"),60);
m_publicGrid.AppendCol(_T("沿程损失mH2O"),80);
m_publicGrid.GetCol(0).SetReadOnly();
m_publicGrid.GetCol(1).SetReadOnly();
m_publicGrid.GetCol(2).SetReadOnly();
// m_publicGrid.GetCol(3).SetReadOnly();
// m_publicGrid.GetCol(5).SetReadOnly();
m_publicGrid.GetCol(3).SetComboSel();
m_publicGrid.GetCol(4).SetReadOnly();
m_publicGrid.GetCol(5).SetReadOnly();
m_publicGrid.GetCol(6).SetReadOnly();
m_publicGrid.GetCol(3).SetTextColor(RGB(255,0,0));
m_publicGrid.GetCol(4).SetTextColor(RGB(0,0,255));
m_publicGrid.GetCol(5).SetTextColor(RGB(0,0,255));
m_publicGrid.GetCol(6).SetTextColor(RGB(0,0,255));
CacluatePipe(1);
UpdatePublicGrid(m_listNode,FALSE);
return TRUE; // return TRUE unless you set the focus to a control
// EXCEPTION: OCX Property Pages should return FALSE
}
void CCalcFeedIndustryDlg::SetListAll(SSearchPipeList *pListAll)
{
m_pListAll = pListAll;
}
void CCalcFeedIndustryDlg::ResetList(SSearchPipeList *pListAll)
{
pListAll->m_nDang = 0;
pListAll->m_nLost = 0;
pListAll->m_nLength = 0;
pListAll->m_nI = 0;
pListAll->m_nPipeQ = 0;
pListAll->m_nStartPress = 0;
pListAll->m_nV = 0;
pListAll->m_nSpare = 0;
pListAll->m_bNeedCale = FALSE;
long len = pListAll->m_lstNode.Length();
for(long i=0;i<len;i++)
{
SSearchPipeList *pList = pListAll->m_lstNode[i];
ResetList(pList);
}
}
//更新管径
void CCalcFeedIndustryDlg::UpdatePipeRadius()
{
CString sText;
int nLen = m_arId.length();
for (int i = 0; i < nLen; ++i)
{
OPENOBJ_BEGIN(m_arId.at(i), AcDb::kForWrite, TDbPipe, pPipe);
if(pPipe)
{
sText = m_publicGrid.GetCell(i,3).GetText();
pPipe->SetDnDiameter(_ttoi(sText));
}
OPENOBJ_END();
}
}
//得到最不利节点
SSearchPipeList* CCalcFeedIndustryDlg::GetFeedDisadvantageNode(SSearchPipeList *pListAll, SSearchPipeList *pDisadvantage)
{
AcDbObjectId id = NULL;
id = pListAll->m_ID;
double nCurPipeLength(0);
nCurPipeLength = pListAll->m_nLength;
if(IsEquipment(id)){
if(!pDisadvantage || (pDisadvantage && nCurPipeLength > pDisadvantage->m_nLength))
pDisadvantage = pListAll;
}
int len = pListAll->m_lstNode.Length();
for(long i=0;i<len;i++){
SSearchPipeList *pList = pListAll->m_lstNode[i];
pDisadvantage = GetFeedDisadvantageNode(pList, pDisadvantage);
}
return pDisadvantage;
}
//计算总的沿程水头损失
void CCalcFeedIndustryDlg::DoCalcFeedWaterLost(SSearchPipeList *pDisadvantage, double &dAllLostRet)
{
double nAllLost(-1);
nAllLost = pDisadvantage->m_nLost;
if(pDisadvantage->m_pPrevious)
{
// pDisadvantage->m_pPrevious->m_nLost += nAllLost;
if(pDisadvantage->m_iType == 0)
dAllLostRet += nAllLost;
DoCalcFeedWaterLost(pDisadvantage->m_pPrevious, dAllLostRet);
}
}
//计算 nMode = 0 初算 1 复算
void CCalcFeedIndustryDlg::CacluatePipe(int nMode)
{
UpdateData();
//更新管径
UpdatePipeRadius();
//计算
ResetList(m_pListAll);
m_listNode.Reset();
DoCalcPipeQ(m_pListAll, nMode);
DoDimFeedPipeDn(m_pListAll, nMode);
UpdateMultDim();
double dAllLost(0);
CalcPipeLength2(m_pListAll, NULL);
SSearchPipeList *pDisadvantage = NULL;
pDisadvantage = GetFeedDisadvantageNode(m_pListAll, NULL);
if(pDisadvantage != NULL)
DoCalcFeedWaterLost(pDisadvantage, dAllLost);
CalcPipeLength(m_pListAll);
m_csLost.Format(_T("%.2f"), dAllLost);
UpdateData(FALSE);
std::map<CString,int> mapLable;
SSearchPipeList *pNode = GetNextExportNode2(m_pListAll, NULL,mapLable);
int i = 0;
CString sText;
while(pNode)
{
SSearchPipeList *pNodeNew = new SSearchPipeList();
pNodeNew->m_ID = pNode->m_ID;
pNodeNew->m_iDn = pNode->m_iDn;
pNodeNew->m_csName = pNode->m_csName;
pNodeNew->m_nLength = pNode->m_nLength;
pNodeNew->m_nPipeQ = pNode->m_nPipeQ;
pNodeNew->m_nSpare = pNode->m_nSpare;
pNodeNew->m_nDang = pNode->m_nDang;
pNodeNew->m_nStartPress = pNode->m_nStartPress;
pNodeNew->m_nI = pNode->m_nI;
pNodeNew->m_nV = pNode->m_nV;
pNodeNew->m_nLost = pNode->m_nLost;
//更新数据结构管径的值
if (m_publicGrid.GetRowNum() > 0)
{
OPENOBJ_BEGIN(pNodeNew->m_ID, AcDb::kForWrite, TDbPipe, pPipe);
if(pPipe)
{
sText = m_publicGrid.GetCell(i,3).GetText();
if (nMode == 1)
pNodeNew->m_iDn = _ttoi(sText);
}
OPENOBJ_END();
i++;
}
m_listNode.Append(pNodeNew);
mapLable[pNode->m_csName] = 0;
pNode = GetNextExportNode2(m_pListAll, NULL,mapLable);
}
}
//得到下一个导出WORD节点 根据节点计算顺序排序
SSearchPipeList *CCalcFeedIndustryDlg::GetNextExportNode2(SSearchPipeList *pListAll, SSearchPipeList *pDisadvantage,std::map<CString,int> mapLable)
{
if (mapLable.find(pListAll->m_csName) == mapLable.end())
{
CString csName = pListAll->m_csName;
int idx = csName.Find(_T("-"));
CString csFront;
if(idx > -1)
{
csFront = csName.Left(idx);
int iFront = _ttoi(csFront);
if(!pDisadvantage)
pDisadvantage = pListAll;
else
{
csName = pDisadvantage->m_csName;
idx = csName.Find(_T("-"));
csFront = csName.Left(idx);
if(iFront < _ttoi(csFront))
pDisadvantage = pListAll;
}
}
}
int len = pListAll->m_lstNode.Length();
for(long i=0;i<len;i++)
{
SSearchPipeList *pList = pListAll->m_lstNode[i];
pDisadvantage = GetNextExportNode2(pList, pDisadvantage,mapLable);
}
return pDisadvantage;
}
void CCalcFeedIndustryDlg::DoCalcPipeQ(SSearchPipeList *pListAll, int iMode)
{
AcDbObjectId id = NULL;
id = pListAll->m_ID;
pListAll->m_iNum = 0;
double nDang(0), dRateQ(0), nQ(0);
if(pListAll->m_iType == -1)
{
AcDbObjectId id = pListAll->m_ID;
OPENOBJ_BEGIN(id, AcDb::kForRead, TDbEquipment, pEquip);
if(pEquip){
nDang = pEquip->GetDang();
dRateQ = pEquip->GetSpare();
AcDbObjectId idBlk = pEquip->GetBlock2d();
CString csBlkName = GetBlkNameById(idBlk);
CString csSysName = pEquip->GetSysBlock();
if(_tcsicmp(_T("$TWTSYS$00000290"), csBlkName) == 0 || //大便器自闭式冲洗阀
_tcsicmp(_T("$TWTSYS$00000291"), csBlkName) == 0 ||
_tcsicmp(_T("$TWTSYS$00000292"), csBlkName) == 0 ||
_tcsicmp(_T("$TWTSYS$00000293"), csBlkName) == 0 ||
_tcsicmp(_T("$TWTSYS$00000502"), csBlkName) == 0 || //大便器感应式冲洗阀
_tcsicmp(_T("$TWTSYS$00000503"), csBlkName) == 0 ||
_tcsicmp(_T("$TWTSYS$00000504"), csBlkName) == 0 ||
_tcsicmp(_T("$TWTSYS$00000505"), csBlkName) == 0 ||
_tcsicmp(_T("$TWTSYS$00000430"), csBlkName) == 0 || //脚踏式大便器 sr 2009-8-22 add
_tcsicmp(_T("$TWTSYS$00000431"), csBlkName) == 0 ||
_tcsicmp(_T("$TWTSYS$00000432"), csBlkName) == 0 ||
_tcsicmp(_T("$TWTSYS$00000433"), csBlkName) == 0 ||
_tcsicmp(_T("TWTSYS(00000502)"), csSysName) == 0 ||
_tcsicmp(_T("TWTSYS(00000503)"), csSysName) == 0 ||
_tcsicmp(_T("TWTSYS(00000504)"), csSysName) == 0 ||
_tcsicmp(_T("TWTSYS(00000505)"), csSysName) == 0 ||
_tcsicmp(_T("TWTSYS(00000430)"), csSysName) == 0 ||
_tcsicmp(_T("TWTSYS(00000431)"), csSysName) == 0 ||
_tcsicmp(_T("TWTSYS(00000432)"), csSysName) == 0 ||
_tcsicmp(_T("TWTSYS(00000433)"), csSysName) == 0 ||
_tcsicmp(_T("TWTSYS(00000290)"), csSysName) == 0 ||
_tcsicmp(_T("TWTSYS(00000291)"), csSysName) == 0 ||
_tcsicmp(_T("TWTSYS(00000292)"), csSysName) == 0 ||
_tcsicmp(_T("TWTSYS(00000293)"), csSysName) == 0 )
{ //大便器自闭式冲洗阀
pListAll->m_bNeedCale = TRUE; //临时存一下
}
}
OPENOBJ_END();
pListAll->m_nDang = nDang;
pListAll->m_nSpare = dRateQ;
if(pListAll->m_bNeedCale)
{
pListAll->m_nLost = 0;
pListAll->m_nV = nDang*dRateQ/100;
}
else
{
pListAll->m_nLost = nDang*dRateQ/100;
pListAll->m_nV = 0;
}
pListAll->m_nStartPress = dRateQ;
}
ads_name ent;
acdbGetAdsName(ent, id);
long len = pListAll->m_lstNode.Length();
for(long i=0;i<len;i++)
{
SSearchPipeList *pList = pListAll->m_lstNode[i];
pList->m_pPrevious = pListAll;
DoCalcPipeQ(pList, iMode);
if(pList->m_nStartPress > pListAll->m_nStartPress) //记录本管段最大额定流量
pListAll->m_nStartPress = pList->m_nStartPress;
if(pListAll->m_iType == 0 )
{
pListAll->m_nDang = pList->m_nDang;
pListAll->m_nSpare = pList->m_nSpare;
}
if(pList->m_bNeedCale)//如果下面节点有大便器自闭式冲洗阀
{
pListAll->m_bNeedCale = TRUE;
pListAll->m_nV += pList->m_nV; //记录本管道总计算流量(大便器）
}
// else
pListAll->m_nLost += pList->m_nLost; //记录本管道总计算流量(非大便器）
}
if(pListAll->m_bNeedCale)//如果是大便器自闭式冲洗阀
{
nQ = pListAll->m_nV;
if(pListAll->m_nV < 1.2)
nQ = 1.2;
nQ += pListAll->m_nLost;
if(nQ < pListAll->m_nStartPress)
nQ = pListAll->m_nStartPress;
}
else
{
nQ = pListAll->m_nLost;
if(nQ < pListAll->m_nStartPress)
nQ = pListAll->m_nStartPress;
}
pListAll->m_nPipeQ = nQ;
if(pListAll->m_iType != 0 || pListAll->m_nPipeQ < 0.001)
return;
/*
double nLost(-1), nI(-1), nSpeed(0);
int iDn(0);
if(iMode == 0){
iDn = GetPipeDnByQ(nQ, pListAll->m_ID, nLost, nI, nSpeed);
}
else{
CString csMat;
double nLength(1);
OPENOBJ_BEGIN(pListAll->m_ID, AcDb::kForRead, TDbPipe, pPipe);
if(pPipe)
{
iDn = (int)pPipe->GetDnDiameter();
csMat = GetPipeMaterialByIdx(pPipe->GetMaterial());
nLength = pPipe->Length();
}
OPENOBJ_END();
double nCh(140); // 海澄－威廉系数
if(csMat == _T("镀锌钢管") || csMat == _T("给水铸铁管") || csMat == _T("排水铸铁管") || csMat == _T("焊接钢管") || csMat == _T("无缝钢管"))
nCh = 100;
else
nCh = 140;
double nRetDj = GetPipeDjByDn(csMat, iDn);
nQ = nQ /1000;
nSpeed = nQ / (0.25*PI*nRetDj*nRetDj);
nI = 105 * (pow(nRetDj, -4.87)) * (pow(nQ, 1.85)) * (pow(nCh, -1.85)) / 10;
nLost = nI * nLength;
}
pListAll->m_nLost = nLost;
pListAll->m_nI = nI;
pListAll->m_iDn = iDn;
pListAll->m_nV = nSpeed;
DoDimPipeDn(ent, iDn, _T("自动"), g_nPipeDnHeight, FALSE, FALSE);
*/
}
void CCalcFeedIndustryDlg::DoDimFeedPipeDn(SSearchPipeList *pListAll, int iMode)
{
AcDbObjectId id = NULL;
id = pListAll->m_ID;
ads_name ent;
acdbGetAdsName(ent, id);
long len = pListAll->m_lstNode.Length();
for(long i=0;i<len;i++)
{
SSearchPipeList *pList = pListAll->m_lstNode[i];
DoDimFeedPipeDn(pList, iMode);
}
if(pListAll->m_iType != 0 || pListAll->m_nPipeQ < 0.001)
return;
double nQ = pListAll->m_nPipeQ;
double nLost(-1), nI(-1), nSpeed(0);
int iDn(0);
if(iMode == 0){
iDn = GetPipeDnByQ(nQ, pListAll->m_ID, nLost, nI, nSpeed);
}
else{
CString csMat;
double nLength(1);
OPENOBJ_BEGIN(pListAll->m_ID, AcDb::kForRead, TDbPipe, pPipe);
if(pPipe)
{
iDn = (int)pPipe->GetDnDiameter();
csMat = GetPipeMaterialByIdx(pPipe->GetMaterial());
nLength = pPipe->Length();
}
OPENOBJ_END();
double nCh(140); // 海澄－威廉系数
if(csMat == _T("镀锌钢管") || csMat == _T("给水铸铁管") || csMat == _T("排水铸铁管") || csMat == _T("焊接钢管") || csMat == _T("无缝钢管"))
nCh = 100;
else
nCh = 140;
double nRetDj = GetPipeDjByDn(csMat, iDn);
nQ = nQ /1000;
nSpeed = nQ / (0.25*PI*nRetDj*nRetDj);
nI = 105 * (pow(nRetDj, -4.87)) * (pow(nQ, 1.85)) * (pow(nCh, -1.85)) / 10;
nLost = nI * nLength;
}
pListAll->m_nLost = nLost;
pListAll->m_nI = nI;
pListAll->m_iDn = iDn;
pListAll->m_nV = nSpeed;
DoDimPipeDn(ent, iDn, _T("自动"), g_nPipeDnHeight, FALSE, FALSE);
}
//显示表中的类容 bshowre = TRUE 显示计算结果 否则不显示计算结果
void CCalcFeedIndustryDlg::UpdatePublicGrid(DList<SSearchPipeList> &lstNode,BOOL bShowRe)
{
m_publicGrid.Clear();
CString csTmp;
int nLen = lstNode.Length();
while (m_arId.length() > 0)
{
m_arId.removeAt(0);
}
for (int i = 0; i < nLen; ++i)
{
m_publicGrid.AppendRow();
m_publicGrid.GetCell(i,0).SetText(lstNode[i]->m_csName);
csTmp.Format(_T("%.3f"), lstNode[i]->m_nPipeQ);
m_publicGrid.GetCell(i,1).SetText(csTmp);
csTmp.Format(_T("%.2f"), lstNode[i]->m_nLength);
m_publicGrid.GetCell(i,2).SetText(csTmp);
// csTmp.Format(_T("%.2f"), lstNode[i]->m_nDang);
// m_publicGrid.GetCell(i,3).SetText(csTmp);
csTmp.Format(_T("%d"), lstNode[i]->m_iDn);
m_publicGrid.GetCell(i,3).SetText(csTmp);
// csTmp.Format(_T("%.2f"), lstNode[i]->m_nSpare);
// m_publicGrid.GetCell(i, 5).SetText(csTmp);
if (bShowRe)
{
csTmp.Format(_T("%.3f"), lstNode[i]->m_nI);
m_publicGrid.GetCell(i,4).SetText(csTmp);
csTmp.Format(_T("%.2f"), lstNode[i]->m_nV);
m_publicGrid.GetCell(i,5).SetText(csTmp);
csTmp.Format(_T("%.2f"), lstNode[i]->m_nLost);
m_publicGrid.GetCell(i,6).SetText(csTmp);
}
m_arId.append(lstNode[i]->m_ID);
}
}
void CCalcFeedIndustryDlg::OnOK()
{
m_bIsCalc = TRUE;
UpdateData(TRUE);
//第三步，计算管径
CacluatePipe(0);
UpdatePublicGrid(m_listNode);
}
void CCalcFeedIndustryDlg::OnRecaculate()
{
m_bIsCalc = TRUE;
CacluatePipe(1);
UpdatePublicGrid(m_listNode);
}
void CCalcFeedIndustryDlg::OnBookbtn()
{
ImportFeedCalcWord(m_listNode);
}
//输出计算书函数
void CCalcFeedIndustryDlg::ImportFeedCalcWord(DList<SSearchPipeList> &lstNode)
{
if (m_pListAll == NULL)
return;
int len = lstNode.Length();
if(!m_bIsCalc)
{
MessageBox(_T("请先计算!"));
return;
}
//初始化
COleVariant vtOptional((long)DISP_E_PARAMNOTFOUND,VT_ERROR), vtTrue((short)TRUE), vtFalse((short)FALSE);
_Application wordApplication;
Documents wordDocuments;
_Document activeDocument;
Paragraphs wordParagraphs;
Selection wordSelection;
if (!wordApplication.CreateDispatch(_T("Word.Application")))
{
AfxMessageBox(_T("不能执行Microsoft Word 8.0!"));
return;
}
// cet 2010.6.28 add 打开公式模板
TWordFormulasTemplet wdFormula;
CString sPathName = g_csSysPath;
sPathName += _T("formula.doc");
if (!wdFormula.OpenWordFormulasTempletFile(sPathName))
{
return;
}
wordApplication.SetVisible(TRUE);
wordDocuments = wordApplication.GetDocuments();
activeDocument = wordDocuments.Add(vtOptional,vtOptional);
//写一行字
wordSelection = wordApplication.GetSelection();
wordParagraphs = wordSelection.GetParagraphs();
wordParagraphs.SetAlignment(0); // 0: 居左 1：居中 2：居右
// cet 2010.6.28 del
// wordSelection.TypeText(_T("按照建筑给水排水设计规范 （GB 50015-2003）进行计算：\n"));
// wordSelection.TypeText(_T("计算公式 \n"));
// wordSelection.TypeText(_T("工业企业的生活间、公共浴室、职工食堂或营业餐馆的厨房、体育场馆运动员休息室、剧院"));
// wordSelection.TypeText(_T("的化妆间、普通理化实验室等建筑的生活给水管道的设计秒流量，应按下式计算\n"));
// wordSelection.TypeText(_T("\n Qg=∑q0×N0×b\n"));
// wordSelection.TypeText(_T("\n式中 Qg--计算管段的给水设计秒流量（L/S）\n"));
// wordSelection.TypeText((_T("\n q0--同类型的一个卫生器具给水额定流量（L/S）\n")));
// wordSelection.TypeText((_T("\n N0--同类型卫生器具数\n")));
// wordSelection.TypeText((_T("\n b--卫生器具同时给水百分数\n")));
// cet 2010.6.28 add
_Font font;
font = wordSelection.GetFont();
wordSelection.TypeText(_T("按照建筑给水排水设计规范 （GB 50015-2003）（2009年版）进行计算：\n"));
wordSelection.TypeText(_T("宿舍（Ⅲ、Ⅳ类）、工业企业的生活间、公共浴室、职工食堂或营业餐馆的厨房、体育场馆、剧院"));
wordSelection.TypeText(_T("普通理化实验室等建筑的生活给水管道的设计秒流量，应按下式计算：\n"));
wordSelection.TypeText(_T(" "));
wdFormula.InsertFormula(5, wordSelection);
wordSelection.TypeText(_T("\n 式中"));
wordSelection.TypeText(_T(" q"));
font.SetSubscript(2); //处理下标
wordSelection.TypeText(_T("g"));
font.SetSubscript(0);
wordSelection.TypeText(_T("--计算管段的给水设计秒流量（L/S）\n"));
wordSelection.TypeText(_T(" q"));
font.SetSubscript(2); //处理下标
wordSelection.TypeText(_T("0"));
font.SetSubscript(0);
wordSelection.TypeText((_T("--同类型的一个卫生器具给水额定流量（L/S）\n")));
wordSelection.TypeText(_T(" n"));
font.SetSubscript(2); //处理下标
wordSelection.TypeText(_T("0"));
font.SetSubscript(0);
wordSelection.TypeText((_T("--同类型卫生器具数\n")));
wordSelection.TypeText((_T(" b--同类型卫生器具的同时给水百分数\n")));
wordSelection.TypeText(_T("\n注：1如果计算值小于该管段上一个最大卫生器具的给水额定流量时，应采用一个最大的卫"));
wordSelection.TypeText(_T("生器具给水额定流量作为设计秒流量\n"));
wordSelection.TypeText(_T("\t2大便器自闭式冲洗阀应单列计算，当单列计算值小于1.2L/S时，以1.2L/S计；"));
wordSelection.TypeText(_T("大于1.2L/S时，以计算计\n"));
wordSelection.TypeText(_T("\n计算结果：\n"));
Selection wSelection2 = wordApplication.GetSelection();
wSelection2.TypeParagraph();
//画表格
int rows(len+1), columns(8);
Selection wSelection = wordApplication.GetSelection();
Range oRange = wSelection.GetRange();
Tables oTables = activeDocument.GetTables();
_Table oTable = oTables.Add(oRange, rows, columns);
// cet 2010.3.25 add
Borders oBorders = oTable.GetBorders();
oBorders.SetInsideLineStyle(1); // 设置表格线型
oBorders.SetOutsideLineStyle(1);
Columns oColumns;
Column oColumn;
oColumns = oTable.GetColumns();
oColumn = oColumns.Item(1);
oColumn.SetWidth(40, 0); // 0 = wdAdjustNone
oColumn = oColumns.Item(2);
oColumn.SetWidth(50, 0);
oColumn = oColumns.Item(3);
oColumn.SetWidth(40, 0);
oColumn = oColumns.Item(4);
oColumn.SetWidth(55, 0);
oColumn = oColumns.Item(5);
oColumn.SetWidth(60, 0);
oColumn = oColumns.Item(6);
oColumn.SetWidth(60, 0);
oColumn = oColumns.Item(7);
oColumn.SetWidth(70, 0);
oColumn = oColumns.Item(8);
oColumn.SetWidth(55, 0);
Cell oCell;
oCell = oTable.Cell(1, 1);
oRange = oCell.GetRange();
oRange.InsertAfter(_T("管段名称"));
oCell = oTable.Cell(1, 2);
oRange = oCell.GetRange();
oRange.InsertAfter(_T("管道流量L/s"));
oCell = oTable.Cell(1, 3);
oRange = oCell.GetRange();
oRange.InsertAfter(_T("管长m"));
oCell = oTable.Cell(1, 4);
oRange = oCell.GetRange();
oRange.InsertAfter(_T("标注管径"));
oCell = oTable.Cell(1, 5);
oRange = oCell.GetRange();
oRange.InsertAfter(_T("水力坡降mH2O/m"));
oCell = oTable.Cell(1, 6);
oRange = oCell.GetRange();
oRange.InsertAfter(_T("流速m/s"));
oCell = oTable.Cell(1, 7);
oRange = oCell.GetRange();
oRange.InsertAfter(_T("沿程损失mH2O"));
oCell = oTable.Cell(1, 8);
oRange = oCell.GetRange();
oRange.InsertAfter(_T("管材"));
for(int i=0; i<len; i++){
CString csTmp;
oCell = oTable.Cell(i+2, 1); //管段名称
oRange = oCell.GetRange();
oRange.InsertAfter(lstNode[i]->m_csName);
csTmp.Format(_T("%.2f"), lstNode[i]->m_nPipeQ);
oCell = oTable.Cell(i+2, 2); //管道流量L/s
oRange = oCell.GetRange();
oRange.InsertAfter(csTmp);
csTmp.Format(_T("%.2f"), lstNode[i]->m_nLength);
oCell = oTable.Cell(i+2, 3); //管长m
oRange = oCell.GetRange();
oRange.InsertAfter(csTmp);
csTmp.Format(_T("%d"), lstNode[i]->m_iDn);
oCell = oTable.Cell(i+2, 4); //管径mm
oRange = oCell.GetRange();
oRange.InsertAfter(csTmp);
csTmp.Format(_T("%.3f"), lstNode[i]->m_nI);
oCell = oTable.Cell(i+2, 5); //水力坡降mH2O/m
oRange = oCell.GetRange();
oRange.InsertAfter(csTmp);
csTmp.Format(_T("%.2f"), lstNode[i]->m_nV);
oCell = oTable.Cell(i+2, 6); //流速m/s
oRange = oCell.GetRange();
oRange.InsertAfter(csTmp);
csTmp.Format(_T("%.2f"), lstNode[i]->m_nLost);
oCell = oTable.Cell(i+2, 7); //损失mH2O
oRange = oCell.GetRange();
oRange.InsertAfter(csTmp);
int iMat(0);
OPENOBJ_BEGIN(lstNode[i]->m_ID, AcDb::kForRead, TDbPipe, pPipe);
if(pPipe){
iMat = pPipe->GetMaterial();
}
OPENOBJ_END();
CString csMat = GetPipeMaterialByIdx(iMat);
oCell = oTable.Cell(i+2, 8); //管材
oRange = oCell.GetRange();
oRange.InsertAfter(csMat);
}
COleVariant vtOptional2((long)DISP_E_PARAMNOTFOUND,VT_ERROR);
wordSelection = wordApplication.GetSelection();
wordSelection.GoTo(COleVariant((short)3),
COleVariant((short)-1),vtOptional2,vtOptional2);
wSelection = wordApplication.GetSelection();
wSelection.TypeParagraph();
UpdateData(TRUE);
wordSelection.TypeText(XString(_T("总沿程水头损失= %s mH2O\n"), m_csLost));
wdFormula.CloseFile(); // cet 2010.6.28 add
}
void CCalcFeedIndustryDlg::OnSheetbtn()
{
UpdateData(TRUE);
HideDialog(this, TRUE);
XPoint pt;
if(acedGetPoint(NULL, _T("\n点取表格左上角位置:<返回>"), pt) != RTNORM)
{
HideDialog(this, FALSE);
return;
}
double nTextSize = g_nSheetHeight; //字高
double nTableHeight = g_nSheetHeight+2;
AcDbObjectId idTextStyle=InitTwtTextStyle(g_csSheetStyle);
TDbSheet *pSheet = new TDbSheet;
TGridStyle gridStyle;
gridStyle.SetOverrideAll(TRUE);
gridStyle.SetTextHeight(nTextSize);
gridStyle.SetTextStyleId(idTextStyle);
TSheetTitle &title=pSheet->GetTitle();
title.SetHeight(nTextSize);
title.SetText(_T("工业建筑给水计算表"));
TGridStyle &gridStyle2=title.GetGridStyle();
gridStyle2.SetTextHeight(nTextSize);
gridStyle2.SetTextStyleId(idTextStyle);
TDividerStyle &style=title.GetDividerStyle();
style.SetDividerFlag(TDividerStyle::kNone);
gridStyle.SetHorMode(AcDb::kTextCenter);
gridStyle.SetVerMode(AcDb::kTextVertMid);
gridStyle.SetLineSpaceFactor(0.2);
gridStyle.SetTextWrap(FALSE);
pSheet->SetGridStyle(gridStyle);
pSheet->SetRowHeight(nTableHeight);
pSheet->SetLayoutRotation(Ucs2Wcs(0.0));
pSheet->SetLocation(Ucs2Wcs(pt));
int nAllRow = (int)m_publicGrid.GetRowNum();
pSheet->InitSheet(nAllRow + 1, 7, nTableHeight, 50);
TDividerStyle &styleBorder = pSheet->GetBorderStyle();
styleBorder.SetLineWidth(0.2);
TSheetRow *pRow = pSheet->GetRow(0);
if (pRow != NULL)
{
TDividerStyle &styleRow = pRow->GetDividerStyle();
styleRow.SetLineWidth(0.2);
styleRow.SetDividerFlag(TDividerStyle::kLocal);
}
pSheet->SetLocation(Ucs2Wcs(pt));
XPoint ptex = pSheet->GetExtents(FALSE);
TSheetColumn column;
column.SetWidth(15);
pSheet->SetColumnAt(0, column);
column.SetWidth(20);
pSheet->SetColumnAt(1, column);
column.SetWidth(15);
pSheet->SetColumnAt(2, column);
column.SetWidth(15);
pSheet->SetColumnAt(3, column);
column.SetWidth(30);
pSheet->SetColumnAt(4, column);
column.SetWidth(15);
pSheet->SetColumnAt(5, column);
column.SetWidth(25);
pSheet->SetColumnAt(6, column);
TGridCell &cell01=*(*pSheet)(0, 0);
cell01.SetText(_T("管段名称"));
TGridCell &cell02=*(*pSheet)(0, 1);
cell02.SetText(_T("管道流量L/s"));
TGridCell &cell03=*(*pSheet)(0, 2);
cell03.SetText(_T("管长m"));
TGridCell &cell04=*(*pSheet)(0, 3);
cell04.SetText(_T("标注管径"));
TGridCell &cell05=*(*pSheet)(0, 4);
cell05.SetText(_T("水力坡降mH2O/m"));
TGridCell &cell06=*(*pSheet)(0, 5);
cell06.SetText(_T("流速m/s"));
TGridCell &cell07=*(*pSheet)(0, 6);
cell07.SetText(_T("沿程损失mH2O"));
for(int j = 1; j < m_publicGrid.GetRowNum() + 1; j++)
{
for (int i = 0; i < m_publicGrid.GetColNum(); i++)
{
TGridCell &Cell=*(*pSheet)(j, i);
CString sText = m_publicGrid.GetCell(j-1,i).GetText();
Cell.SetText(sText);
}
}
pSheet->AddToCSpace(TRUE);
TCHAR szTmp[32];
ads_getstring(NULL, _T("\n按任意键返回对话框:<返回>"), szTmp);
HideDialog(this, FALSE);
}
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