421 lines
13 KiB
C++
421 lines
13 KiB
C++
#include "stdafx.h"
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#include "AcDbObjectPtr.h"
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#include "globalFunc.h"
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#include "PickEntSet.h"
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#include "DbVerticalSection.h"
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#include "TVerticalSectionEdJig.h"
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#include "layerdef.h"
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extern AcDbObjectId InitLayer(const TCHAR *szLayer, BOOL bApplyChange = TRUE);
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//***************************************************************************************************
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// 一分为二
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//***************************************************************************************************
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//绘制纵断面图
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void DrawVerticalSection(DList<TWellData> &lstWellSys, int iScaleX, int iScaleY, double nGridScale, int iMode, double nDeepStart)
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{
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InitLayer(_T("0"));
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GlobalFunc::PushVarStr clayer(_T("CLAYER"), _T("0"));
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XPoint ptIns, ptStart, ptEnd;
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xg_getvar(_T("VIEWCTR"), ptIns);
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ptIns = GlobalFunc::Ucs2Wcs(ptIns);
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PickSet ssDraw(SS_FREE);
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ssDraw.IncludeBegin();
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CDbVerticalSection *pSect = new CDbVerticalSection;
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pSect->SetLayoutRotation(GlobalFunc::Ucs2Wcs(0.0));
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pSect->SetInsert(ptIns);
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pSect->SetGridScale(nGridScale);
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pSect->SetScaleX(iScaleX);
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pSect->SetScaleY(iScaleY);
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pSect->SetCalcMode(iMode);
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pSect->SetTextHeight(g_Option::instance().g_nTwtDimHeight);
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pSect->SetTextStyleId(GlobalFunc::InitTwtTextStyle(g_Option::instance().g_csTwtDimStyle));
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pSect->SetDoteLayer(InitLayer(LAY_TWT_DOTE));
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pSect->SetWellDatas(lstWellSys);
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pSect->setColor(AcCmColor()); //随层
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pSect->SetStartDeep(nDeepStart);
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pSect->SetTextLayer(InitLayer(LAY_TEXT));
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pSect->SetGridLayer(GlobalFunc::InitGridLayer(LAY_TWT_GRID));
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pSect->SetSectLayer(InitLayer(LAY_TWT_SECTION));
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if (iMode == 3)
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pSect->SetSheetHead(g_Option::instance().g_csVerticalSectionHeadFeed);
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else
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pSect->SetSheetHead(g_Option::instance().g_csVerticalSectionHead);
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pSect->Calc();
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double nHighEle = pSect->GetMaxDeep();
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double nLowEle = pSect->GetMinDeep();
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AcDbObjectId id = GlobalFunc::AddToCurrentSpace(pSect, Adesk::kTrue);
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ssDraw.IncludeEnd();
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ssDraw.Redraw(2);
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ptIns = GlobalFunc::Wcs2Ucs(ptIns);
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actrTransactionManager->flushGraphics(); //acad 刷新
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XPoint xp;
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if (GlobalFunc::DragMovePickSet(ssDraw, _T("\n请点取纵断面图位置<退出>: "), ptIns, xp) != RTNORM)
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ssDraw.Erase();
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}
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void SplitVerticalSection()
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{
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Entity ent;
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RBList rbMask(RTDXF0, _T("AEC_ZT_VERTICALSECTION"), NULL);
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if (GlobalFunc::SelectEntity(_T("\n请选择纵断面图<退出>:"), ent, rbMask) != RTNORM)
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return;
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XPushVar<int> vOsMode(_T("OSMODE"), 0);
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AcDbObjectId id = NULL;
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acdbGetObjectId(id, ent);
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CVerticalSectionEdJig jig(1);
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jig.SetSheetId(id);
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int nKeyIndex = 0;
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int nCode = jig.DoIt(&nKeyIndex);
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if (nCode != RTNORM)
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return;
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DList<TWellData> lstWellSys, lstWellSys1, lstWellSys2;
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XPoint pt = jig.m_ptResult;
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OPENOBJ_BEGIN(id, AcDb::kForRead, CDbVerticalSection, pVS)
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if (pVS) {
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double nWidth(0), nHeight(0);
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XPoint ptTopLeft;
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int nCol = pVS->HitTestOnVS2(pt, nWidth, nHeight, ptTopLeft);
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double nStartDeep(0);
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pVS->GetWellDatas(lstWellSys);
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int nCount = lstWellSys.Length();
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if (nCol < 2 || nCol > nCount - 2)//从前，从后都不可以分割
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return;
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BOOL bSplitIsWell = lstWellSys[nCol]->m_bIsWell;//从井分割还是从管
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if (bSplitIsWell && lstWellSys[nCol]->m_csName == _T("HC"))
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{
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g_Option::instance().adsout << _T("不支持从化粪池切分！");
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return;
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}
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int iPipeNum(0);
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for (int i = 0; i < nCount; i++) {
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TWellData *pData = new TWellData;
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if (pVS->GetCalcMode() < 100)
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*pData = *lstWellSys[i];
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else
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*pData = *lstWellSys[nCount - 1 - i];
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if (i < nCol) {
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lstWellSys1.Append(pData);
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}
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else if (i > nCol) {
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lstWellSys2.Append(pData);
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}
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else if (i == nCol) {
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lstWellSys1.Append(pData);
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TWellData *pData2 = new TWellData;
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if (pVS->GetCalcMode() < 100)
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*pData2 = *lstWellSys[i];
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else
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*pData2 = *lstWellSys[nCount - 1 - i];
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lstWellSys2.Append(pData2);
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if (bSplitIsWell)
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nStartDeep = pData->m_nUpEle - pData->m_nDownEle;
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}
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else
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delete pData;
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// 如果从管中分割，就增加1个井，井名称叫：断管
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if (i == nCol - 1 && !bSplitIsWell) {
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TWellData *pData2 = new TWellData;
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if (pVS->GetCalcMode() < 100)
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*pData2 = *lstWellSys[i];
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else
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*pData2 = *lstWellSys[nCount - 1 - i];
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pData2->m_csName = _T("断管");
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lstWellSys2.Append(pData2);
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if (pVS->GetCalcMode() < 100)
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nStartDeep = pData2->m_nUpEle - pData2->m_nDownEle;
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}
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else if (i == nCol + 1 && !bSplitIsWell) {
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TWellData *pData2 = new TWellData;
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if (pVS->GetCalcMode() < 100)
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*pData2 = *lstWellSys[i];
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else
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*pData2 = *lstWellSys[nCount - 1 - i];
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pData2->m_csName = _T("断管");
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lstWellSys1.Append(pData2);
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if (pVS->GetCalcMode() >= 100)
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nStartDeep = pData2->m_nUpEle - pData2->m_nDownEle;
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}
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}
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int nMode = pVS->GetCalcMode();
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if (nMode >= 100)//倒的
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{
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lstWellSys1.Reverse();
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lstWellSys2.Reverse();
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DrawVerticalSection(lstWellSys1, pVS->GetScaleX(), pVS->GetScaleY(), pVS->GetGridScale(), nMode, nStartDeep);
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DrawVerticalSection(lstWellSys2, pVS->GetScaleX(), pVS->GetScaleY(), pVS->GetGridScale(), nMode, pVS->GetStartDeep());
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}
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else
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{
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DrawVerticalSection(lstWellSys1, pVS->GetScaleX(), pVS->GetScaleY(), pVS->GetGridScale(), nMode, pVS->GetStartDeep());
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DrawVerticalSection(lstWellSys2, pVS->GetScaleX(), pVS->GetScaleY(), pVS->GetGridScale(), nMode, nStartDeep);
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}
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}
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OPENOBJ_END();
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}
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//***************************************************************************************************
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// 修改管井
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//***************************************************************************************************
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void ModifyVSData()
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{
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Entity ent;
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RBList rbMask(RTDXF0, _T("AEC_ZT_VERTICALSECTION"), NULL);
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if (GlobalFunc::SelectEntity(_T("\n请选择纵断面图<退出>:"), ent, rbMask) != RTNORM)
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return;
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XPushVar<int> vOsMode(_T("OSMODE"), 0);
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AcDbObjectId id = NULL;
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acdbGetObjectId(id, ent);
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CVerticalSectionEdJig jig(1);
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jig.SetSheetId(id);
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int nKeyIndex = 0;
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while (1) {
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jig.SetPrompt(_T("\n请点取要编辑的管线或井<退出>:"));
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int nCode = jig.DoIt(&nKeyIndex);
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if (nCode != RTNORM)
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return;
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XPoint pt = jig.m_ptResult;
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OPENOBJ_BEGIN(id, AcDb::kForWrite, CDbVerticalSection, pVS)
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if (pVS) {
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double nWidth(0), nHeight(0);
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XPoint ptTopLeft;
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int nCol = pVS->HitTestOnVS2(pt, nWidth, nHeight, ptTopLeft);
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if (nCol < 0)
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return;
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DList<TWellData> lstWellSys;
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pVS->GetWellDatas(lstWellSys);
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if (pVS->GetCalcMode() >= 100)
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nCol = lstWellSys.Length() - nCol - 1;
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if (lstWellSys[0]->m_csName == _T("断管"))
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nCol = nCol + 2;
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CString csPrompt;
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TCHAR szText[32];
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if (lstWellSys[nCol]->m_bIsWell) {
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CString csNameWell = lstWellSys[nCol]->m_csName;
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double nEleUp = lstWellSys[nCol]->m_nUpEle;
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double nEleDown = lstWellSys[nCol]->m_nDownEle;
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double nEleDownFrond = lstWellSys[nCol]->m_nFrondDownEle;
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csPrompt.Format(_T("\n请给出设计地面标高(%.3f)<退出>:"), nEleUp);
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if (ads_getreal(csPrompt, &nEleUp) == RTNORM)
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lstWellSys[nCol]->m_nUpEle = nEleUp;
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if (csNameWell == "HC") {
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double dPoolEleDown(0), dPoolEleUp(0);
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//OPENOBJ_BEGIN(lstWellSys[nCol]->m_ID, AcDb::kForRead, TDbPump, pEquip);
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//if (pEquip) {
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// dPoolEleDown = pEquip->GetPumpRaise();
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// dPoolEleUp = pEquip->GetPumpQ();
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//}
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//OPENOBJ_END();
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//csPrompt.Format(_T("\n请给出化粪池顶板标高(%.3f)<退出>:"), dPoolEleUp);
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//ads_getreal(csPrompt, &dPoolEleUp);
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//csPrompt.Format(_T("\n请给出化粪池底板标高(%.3f)<退出>:"), dPoolEleDown);
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//ads_getreal(csPrompt, &dPoolEleDown);
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//if (fabs(dPoolEleUp) > 0.001 && fabs(dPoolEleDown) > 0.001) {
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// OPENOBJ_BEGIN(lstWellSys[nCol]->m_ID, AcDb::kForWrite, TDbPump, pEquip);
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// if (pEquip) {
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// pEquip->SetPumpRaise(dPoolEleDown);
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// pEquip->SetPumpQ(dPoolEleUp);
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// }
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// OPENOBJ_END();
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//}
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}
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else if (pVS->GetCalcMode() != 3) {
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if (ads_getstring(NULL, _T("\n是否定义为跌水井？<N>"), szText) == RTNORM) {
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if (_tcsicmp(szText, _T("Y")) == 0) {
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csPrompt.Format(_T("\n请给出跌水井井底标高(%.3f)<退出>:"), nEleDown);
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if (ads_getreal(csPrompt, &nEleDown) == RTNORM) {
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lstWellSys[nCol]->m_nDownEle = nEleDown;
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lstWellSys[nCol]->m_bIsDropWell = TRUE;
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}
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}
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else // cet 2013.2.27 add 将井设置为跌水井
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{
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lstWellSys[nCol]->m_bIsDropWell = FALSE;
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}
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}
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}
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}
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else {
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int iDn = lstWellSys[nCol]->m_iDn;
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double nI = lstWellSys[nCol]->m_nI;
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csPrompt.Format(_T("\n请给出本段管线管径(%d)<退出>:"), iDn);
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if (ads_getint(csPrompt, &iDn) == RTNORM)
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lstWellSys[nCol]->m_iDn = iDn;
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if (pVS->GetCalcMode() == 3) {//给水系统
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double nEle = lstWellSys[nCol - 1]->m_nUpEle;
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double nDownEle = lstWellSys[nCol - 1]->m_nDownEle;
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double dFeedDeep = nEle - nDownEle - (double)iDn / 2000.0;
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csPrompt.Format(_T("\n请给出覆土厚度(%.3f)<退出>:"), dFeedDeep);
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if (ads_getreal(csPrompt, &dFeedDeep) == RTNORM) {
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nDownEle = nEle - dFeedDeep - (double)iDn / 2000.0;
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lstWellSys[nCol - 1]->m_nDownEle = nDownEle;
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double nEle2 = lstWellSys[nCol + 1]->m_nUpEle;
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nDownEle = nEle2 - dFeedDeep - (double)iDn / 2000.0;
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lstWellSys[nCol + 1]->m_nFrondDownEle = nDownEle;
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}
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}
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else {
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csPrompt.Format(_T("\n请给出本段管线坡度(%.4f)<退出>:"), nI);
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if (ads_getreal(csPrompt, &nI) == RTNORM)
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lstWellSys[nCol]->m_nI = nI;
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}
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}
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pVS->SetWellDatas(lstWellSys);
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pVS->Calc();
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}
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OPENOBJ_END();
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}
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}
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//////////////////////////////////////////////////////////////////////////////////////////////////////////////
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CVerticalSectionEdJig::CVerticalSectionEdJig(int iMode)
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{
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m_iMode = iMode;
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}
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CVerticalSectionEdJig::~CVerticalSectionEdJig()
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{
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}
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// 转换成ADS代码
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int CVerticalSectionEdJig::GetRetCode(int retCode, int *kwordId) const
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{
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int ret = retCode;
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if (ret == AcEdJig::kCancel)
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ret = RTCAN;
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else if (ret == AcEdJig::kNull)
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ret = RTNONE;
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else if (ret <= 0)
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ret = RTNORM;
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else {
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if (kwordId) *kwordId = ret - 1;
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ret = RTKWORD;
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}
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return ret;
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}
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// 开始执行拖动
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int CVerticalSectionEdJig::DoIt(int *keyIndex)
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{
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int nRetCode = 0;
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setDispPrompt(m_sPrompt);
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if (!!m_sKeyword && keyIndex) {
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INITGET_BEG(-1, m_sKeyword);
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try {
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nRetCode = drag();
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}
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catch (...) {
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nRetCode = AcEdJig::kCancel;
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}
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INITGET_END();
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}
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else {
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try {
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nRetCode = drag();
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}
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catch (...) {
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nRetCode = AcEdJig::kCancel;
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}
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}
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nRetCode = GetRetCode(nRetCode, keyIndex);
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return nRetCode;
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}
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// 反馈
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AcEdJig::DragStatus CVerticalSectionEdJig::sampler()
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{
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DragStatus stat;
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setUserInputControls((UserInputControls)
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(AcEdJig::kAccept3dCoordinates | AcEdJig::kNullResponseAccepted));
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if (!!m_sKeyword) setKeywordList(m_sKeyword);
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else setKeywordList(NULL);
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XPoint ptTemp;
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stat = acquirePoint(ptTemp);
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if (stat == AcEdJig::kNormal) {
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if (ptTemp.Distance2d(m_ptResult) > g_DimOption::instance()._distSnap) {
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m_ptResult = ptTemp;
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}
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else
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return AcEdJig::kNoChange;
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}
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return stat;
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}
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void CVerticalSectionEdJig::UpdateRegion(XPoint ptTopLeft, double nWidth, double nHeight, double nAng)
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{
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XPoint ptBotLeft, ptBotRight, ptTopRight;
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ads_polar(ptTopLeft, nAng + PI / 2, nHeight, ptBotLeft);
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ads_polar(ptBotLeft, nAng, nWidth, ptBotRight);
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ads_polar(ptTopLeft, nAng, nWidth, ptTopRight);
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m_entDraw.setPointAt(0, ptTopLeft);
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m_entDraw.setPointAt(1, ptBotLeft);
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m_entDraw.setPointAt(3, ptBotRight);
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m_entDraw.setPointAt(2, ptTopRight);
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}
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void CVerticalSectionEdJig::UpdateRegion2(XPoint ptTopLeft, double nWidth, double nHeight, double nAng)
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{
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XPoint ptBotLeft, ptBotRight, ptTopRight;
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ads_polar(ptTopLeft, nAng + PI, nWidth / 4, ptTopLeft);
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ads_polar(ptTopLeft, nAng - PI / 2, nHeight, ptBotLeft);
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ads_polar(ptBotLeft, nAng, nWidth / 2, ptBotRight);
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ads_polar(ptTopLeft, nAng, nWidth / 2, ptTopRight);
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m_entDraw.setPointAt(0, ptTopLeft);
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m_entDraw.setPointAt(1, ptBotLeft);
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m_entDraw.setPointAt(3, ptBotRight);
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m_entDraw.setPointAt(2, ptTopRight);
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}
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// 更新实体数据
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Adesk::Boolean CVerticalSectionEdJig::update()
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{
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Adesk::Boolean bRet = Adesk::kTrue;
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ASSERT(!!m_idSheet);
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OPENOBJ_BEGIN(m_idSheet, AcDb::kForRead, CDbVerticalSection, pSheet)
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ASSERT(pSheet);
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double nWidth(0), nHeight(0);
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XPoint ptTopLeft;
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if (m_iMode == 0) {
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int nCol = pSheet->HitTestOnVS(m_ptResult, nWidth, nHeight, ptTopLeft);
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double dAng = pSheet->GetLayoutRotation();
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if (nCol > -1)
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UpdateRegion(ptTopLeft, nWidth, nHeight, dAng);
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}
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else if (m_iMode == 1) {
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int nCol = pSheet->HitTestOnVS2(m_ptResult, nWidth, nHeight, ptTopLeft);
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double dAng = pSheet->GetLayoutRotation();
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if (nCol > -1)
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UpdateRegion2(ptTopLeft, nWidth, nHeight, dAng);
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}
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OPENOBJ_END();
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return bRet;
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}
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AcDbEntity* CVerticalSectionEdJig::entity() const
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{
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return (AcDbEntity *)(&m_entDraw);
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}
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