添加線型樣式形名對(duì)應(yīng)的形狀

1、*YJHLJD,河流階地（一級(jí)）A,2,0,sx,sx.shx,x=0.001,y=-1.5,s=0.75*EJHLJD,河流階地（二級(jí)）A,2,0,sx,sx.shx,x=0.001,y=-1.5,s=0.75,1,sx,sx.shx,x=0.001,y=-1.5,s=0.75,0*SJHLJD,河流階地（三級(jí)）A,2,0,sx,sx.shx,x=0.001,y=-1.5,s=0.75,1,sx,sx.shx,x=0.001,y=-1.5,s=0.75,1,sx,sx.shx,x=0.001,y=-1.5,s=0.75,0*CG,沖溝A,2,0,sx,sx.shx,x=0.001,y=-1.

2、5,s=0.75*PLG,坡立谷 A,2,0,sx,sx.shx,x=0.001,y=-1.5,s=0.75,1,sx,sx.shx,x=0.001,y=-1.5,s=0.75,5*RSWD,溶蝕洼地 A,3,0,sx,sx.shx,x=0.001,y=-1.5,s=0.75*RC,溶槽 A,1.5,0,sjx1,sjx1.shx,x=1.5,y=-0.95,3.5*RG,溶溝 A,3,0,sx,sx.shx,x=0.001,y=0,s=0.75,r=225,0.0000001,sx,sx.shx,x=0.001,y=0,s=0.75,r=135,0*ZRS,鐘乳石 A,5,sx,sx.shx

3、,x=-3,y=6,r=90,s=3,0.01,sz,sx.shx,x=-4,y=7.2,3*SS,石筍 A,5,sx,sx.shx,x=7,y=6,r=90,s=5,0.01,sz,sx.shx,r=180,y=-1.2,3*SZ,石柱 A,5,sz,sx.shx,x=-4,y=7.2,0.1,sx,sx.shx,x=7,y=6,r=90,s=5,0.01,sz,sx.shx,r=180,y=-1.2,3*AD,暗洞 A,1,0,sx,sx.shx,x=0.001,y=-1.5,s=0.75,1,sx,sx.shx,x=0.001,y=-1.5,s=0.75,1,-2*FSCQ,風(fēng)蝕殘丘 A

4、,2,0,sx,sx.shx,x=0.001,s=0.75*FSWD,風(fēng)蝕洼地 A,1,sx,sx.shx,x=0.001,y=-1.5,s=0.75,1,-2*SKZZDAX,水庫(kù)最終塌岸線 A,5,sx,sx.shx,r=45,y=-1.4,x=-1.42,0,sx,sx.shx,r=135,1*DNDTXX,多年凍土下限 A,4.5,sx,sx.shx,r=135,x=1.4,y=1.42,0,sx,sx.shx,r=45,x=2.8,-2.8*DNDTSX,多年凍土上限 A,4.5,sx,sx.shx,r=45,y=-1.4,x=2.4,0,sx,sx.shx,r=135,x=3.8,

5、1,-2.8*HCDXB,厚層地下冰 A,0.5,"",STANDARD,s=1.5,y=1.2,0,sx,sx.shx,y=3,r=90,x=1.5,0.1*GG,干谷 A,3,-1*DMLF,地面裂縫 A,2,0.01,sx,sx.shx,r=90,s=2,y=1.5,x=2,0,sx,sx.shx,s=0.75,y=-1.5,x=-1*TDDMLF,推斷地面裂縫 A,1,0,sx,sx.shx,x=1,y=1,r=90,0.01,sx,sx.shx,x=0.001,y=-1.5,s=0.75,1,-1*dftkx,大幅地質(zhì)圖圖框線 A,5,0*tkx,圖框線 A,5,

6、0*dcx,斷層線 A,10,-4*dmjx,地貌界線 A,5,0*tcdcfjx,推測(cè)的地層分界線 A,5,-2*bzhjcx,不整合接觸線 A,0.001,GZBZH,XX1.shx,x=1,-2*dcfjx1,地層分界線1.A,0.000001,DOT,geology.shx,s=.35,x=-0.000001,-2*dcfjx2,地層分界線2.A,0.000001,DOT,geology.shx,s=1.8,x=-0.000001,-10*tsytfjx,不良地質(zhì)特殊巖土分界線-x-x-x-x-x-x-A,3,-2,tsytfjx,tsytfjx.shx,s=1,y=0,r=1,-3*

7、dxswx,地下水位線.A,3,"",LZ_PMT_LINE,s=0.5,x=0.4,y=-0.4,-2*ycfhdfjx,巖層風(fēng)化帶分界線. . A,8.5,"",LZ_PMT_LINE,s=0.5,x=0.8,y=-0.4,-3,8.5*gcdffqjx,工程地質(zhì)分區(qū)界線 A,10,"",LZ_PMT_LINE,s=0.2,x=0.8,y=-0.2,-1,"",LZ_PMT_LINE,s=0.2,x=0.8,y=-0.2,-1,"",LZ_PMT_LINE,s=0.2,x=0.8,y=-0.

8、2,-2*jsdfjx,地震動(dòng)峰值加速度分界線（土）-<.>-<.>-<.>-A,15,BRACKET,geology.shx,s=1,-2.5,DOT,geology.shx,s=.1,-2.5,BRACKET,geology.shx,s=1,r=180,15*pxbzh,平行不整合 A,2.5,0,"-",LZ_PMT_LINE,x=-1.5,y=-1.2,s=0.75*jdbzh,角度不整合 A,2,0,"",LZ_PMT_LINE,s=0.2,x=-1,y=-0.8*yxdl,壓性斷裂 A,22.5,chi,c

9、hi.shx,x=0,r=0,s=1,2.5,chi,chi.shx,x=0,r=0,s=1,2.5,chi,chi.shx,x=0,r=0,s=1,22.5*zxdl,張性斷裂 A,25,sx,jt.shx,25*nxdl,扭性斷裂 A,25,sx,jt.shx,25*ynxdl,壓扭性斷裂 A,25,sx,jt.shx,s=1.333,r=150,y=-3.67,0.1,sx,jt.shx,s=1.333,r=150,x=2.4,y=-3.67,0.1,sx,jt.shx,s=1.333,r=150,x=4.8,y=-3.67,24.8*znxdl,張扭性斷裂 A,25,sx,jt.shx

10、,s=1.333,r=150,y=-3.67,25*ndc,逆斷層 A,25,chi,chi.shx,x=0,r=0,s=1,2.5,chi,chi.shx,x=0,r=0,s=1,25*zdc,正斷層 A,25,chi,chi.shx,x=0,r=0,s=1,2.5,chi,chi.shx,x=0,r=0,s=1,25*pydc,平移斷層 A,5,0,5,0*swdzfqjx,水文地質(zhì)分區(qū)界線 A,5,5*swdzyqjx,水文地質(zhì)亞區(qū)界線 A,5,-5*fsljx,分水嶺界限 A,5,sj,ksj.shx,s=1,7,sj,ksj.shx,r=180,0.1*ycfjx,巖層分界線 A,0

11、.001,ycfj,ycfj.shx,s=0.5,y=0,-2*kqghkcjx,礦區(qū)規(guī)劃開采界線 A,5,-2,kqghkcjx,kqghkcjx.shx,s=0.7,y=0,r=0,-3,5*ckqjx,采礦區(qū)界線 A,5,-2,ckqjx,ckqjx.shx,s=0.5,y=0,r=0,-3,5*gcdzfqjx,工程地質(zhì)分區(qū)界線 A,5,-1,"",LZ_PMT_LINE,s=.1,x=0,y=-0.1,-1,"",LZ_PMT_LINE,s=0.1,x=0,y=-0.1,-1,"",LZ_PMT_LINE,s=0.1,x=0

12、,y=-0.1,-1,5*dzdfzjsd,地震動(dòng)峰值加速度 a,5,-0.2,jsdfjx,jsdfjx.shx,s=.4,y=0,r=1,x=1,-2.3,5*bldzjx,不良地質(zhì)界線-X-X-X-X-XA,45,-25,XMARK,geology.shx,s=4,-25,45*sx, 實(shí)線 A,5,0,5,0*xx,虛線 A,15,-2*dhx,點(diǎn)劃線 A,5,"",LZ_PMT_LINE,s=0.5,x=0.8,y=-0.4,-3*yxx,虛線 A,1.0,-1.0*dcgd,斷層觀測(cè) A,2,0.001,dc,dc.shx,x=0.001,y=0.2,s=0.7

13、5; ISO 128 (ISO/DIS 12011) linetypes; The size of the line segments for each defined ISO line, is ; defined for an usage with a pen width of 1 mm. To use them with ; the other ISO predefined pen widths, the line has to be scaled ; with the appropriate value (e.g. pen width 0,5 mm -> ltscale 0.5).

14、;*ACAD_ISO02W100,ISO dash _ _ _ _ _ _ _ _ _ _ _ _ _A,12,-3*ACAD_ISO03W100,ISO dash space _ _ _ _ _ _A,12,-18*ACAD_ISO04W100,ISO long-dash dot _ . _ . _ . _ . _A,24,-3,0,-3*ACAD_ISO05W100,ISO long-dash double-dot _ . _ . _ . A,24,-3,0,-3,0,-3*ACAD_ISO06W100,ISO long-dash triple-dot _ . _ . _A,24,-3,0

15、,-3,0,-3,0,-3*ACAD_ISO07W100,ISO dot . . . . . . . . . . . . . . . . . . . . A,0,-3*ACAD_ISO08W100,ISO long-dash short-dash _ _ _ _ _ _A,24,-3,6,-3*ACAD_ISO09W100,ISO long-dash double-short-dash _ _ _ _A,24,-3,6,-3,6,-3*ACAD_ISO10W100,ISO dash dot _ . _ . _ . _ . _ . _ . _ . A,12,-3,0,-3*ACAD_ISO11W

16、100,ISO double-dash dot _ _ . _ _ . _ _ . _ _A,12,-3,12,-3,0,-3*ACAD_ISO12W100,ISO dash double-dot _ . . _ . . _ . . _ . . A,12,-3,0,-3,0,-3*ACAD_ISO13W100,ISO double-dash double-dot _ _ . . _ _ . . _A,12,-3,12,-3,0,-3,0,-3*ACAD_ISO14W100,ISO dash triple-dot _ . . . _ . . . _ . . . _A,12,-3,0,-3,0,-

17、3,0,-3*ACAD_ISO15W100,ISO double-dash triple-dot _ _ . . . _ _ . .A,12,-3,12,-3,0,-3,0,-3,0,-3*ahlx,_ _ _ _ _ _ _A,7.5,-3*tczdc,推測(cè)正斷層 A,6.25,chi,chi.shx,X=0,Y=0,S=1,R=0,2.5,chi,chi.shx,X=0,Y=0,S=1,R=0,6.25,-2*tcndc,推測(cè)逆斷層 A,6.25,chi,chi.shx,X=0,Y=0,S=1,R=0,2.5,chi,chi.shx,X=0,Y=0,S=1,R=0,6.25,-2*tcpy

18、dc,推測(cè)平移斷層 A,15,-2*tcyxdl,推測(cè)壓性斷裂 A,5,chi,chi.shx,X=0,Y=0,S=1,R=0,2.5,chi,chi.shx,X=0,Y=0,S=1,R=0,2.5,chi,chi.shx,X=0,Y=0,S=1,R=0,5,-2*tczxdl,推測(cè)張性斷裂 A,7.5,chi,chi.shx,X=0,Y=0,S=1,R=0,7.5,-2*tcnxdl,推測(cè)扭性斷裂 A,7.5,chi,chi.shx,X=0,Y=0,S=1,R=0,7.5,-2*tcynxdl,推測(cè)壓扭性斷裂 A,5,chi,chi.shx,X=0,Y=0,S=1,R=315,2.5,chi,chi.shx,X=0,Y=0,S=1,R=315,2.5,chi,chi.shx,X=0,Y=0,S=1,R=315,5,-2*tcznxdl,推測(cè)張扭性斷裂 A,7.5,chi,chi.shx,X=0,Y=0,S=1,R=315,7.5,-2 *swx,-.-.-.-.-.-鐵一院水位線 A,7,-1.5,"",LZ_PMT_LINE,s=0.05,x=0,y=0,-1.5*fhx,- -.-.-.-鐵一院風(fēng)化線 A,7.75,-1.5,