煤礦用CAD線型文件_第1頁
煤礦用CAD線型文件_第2頁
煤礦用CAD線型文件_第3頁
煤礦用CAD線型文件_第4頁
煤礦用CAD線型文件_第5頁
已閱讀5頁，還剩3頁未讀， 繼續(xù)免費(fèi)閱讀

下載本文檔

版權(quán)說明：本文檔由用戶提供并上傳，收益歸屬內(nèi)容提供方，若內(nèi)容存在侵權(quán)，請進(jìn)行舉報(bào)或認(rèn)領(lǐng)

文檔簡介

煤礦用CAD線型文件，復(fù)制后粘貼到記事本上，保存后將后綴名改為lin，導(dǎo)入CAD相應(yīng)文件內(nèi)即可。

煤田邊界12,

----·----·----·----

A,40,-2.5,["·",STANDARD,S=3.6,R=0.0,X=-2.55,Y=-1.83],-2.5

*礦區(qū)邊界12,

----11----11----11----

A,40,-2.6,[QB,geo.shx,S=1,R=0.0,X=0,Y=0],-3.8,[QB,geo.shx,S=1,R=0.0,X=0,Y=0],-2.6

*勘探區(qū)邊界12,

----1----1----1----

A,40,-3,[QB,geo.shx,S=1,R=0.0,X=0,Y=0],-3

*井田邊界12,-----+------+-----

A,40,-4.5,[JT,geo.shx,R=0,s=1,x=0,y=0],-4.5

*采區(qū)邊界12,

----

-

-----

-

---

-

----

A,40,-1,3,-1

*可采邊界025,

----

-

-----

-

---

-

----

A,40,-2,3,-2

*煤厚為零點(diǎn)邊界015,

----0----0----0----

A,30,-1.5,[D00,geo.shx,S=1,R=0.0,X=0,Y=0],-1.5

*平衡表外儲(chǔ)量邊界03下,-------///-------///--------

A,15,0,[700,geo.shx,r=180,s=3,x=0,y=-2.25]

*平衡表外儲(chǔ)量邊界03,______///______///______

A,15,0,[700,geo.shx,r=180,s=3,x=0,y=2.25]

*煤礦占地邊界03,

--------o--------

A,50,-0.5,[H00,geo.shx,S=2.5,R=0.0,X=0,Y=0],-0.5

*斷層上盤03,

---·

---

·

---

A,20,-2,["·",STANDARD,S=0.93,R=0.0,X=-0.6582,Y=-0.4754],-2

*斷層下盤03,

---

×

---

×

---

A,20,-2,[XP,geo.shx,S=1,R=45,X=-0.21255,Y=0],-2

*xdd,----

.

-----

.

-----

A,30,-2.5,0,-2.5

*xd,----

.

-----

.

-----

A,30,-5

*kk,kline__|__|__

A,4,-0.001,[U00,geo.shx,R=0,s=1,x=-2.5,y=1.5],2

*kk1,kline__|__|__

A,4,-0.001,[U00,geo.shx,R=0,s=1,x=-2.5,y=-1.5],2

*phbwbj,_________________

A,10,0,[700,geo.shx,r=180,s=1,x=0,y=-0.75]

*xx

-

-

-

A,7,-2

*sx-xx

_

_

_

_

_

A,10,-5

*sx-xx1

___

___

___

___

A,45,-5

*tl

-

-

-

A,10,-10

*dx3,-----

.

.

------

------

.

.

------

A,40,-60,5,-60,5,-60,400,-60

*dx2,-

-

-

A,50,-50

*ddx,........

A,0.01,-10

*td,_

_

_

_

A,0,-100,500,-300

*dx4,--.--.--

A,400,-100,5,-100

*gyxduan,-<

。>-

<。>-

A,5,[L00,geo.shx,r=-90,s=1,x=0,y=0],2,[MT,geo.shx,r=0,s=0.8,x=0,y=0],2,[L00,geo.shx,r=90,s=1,x=0,y=0],5

*gyxchang,-<

。>-

<。>-

A,29,[L00,geo.shx,r=-90,s=1,x=0,y=0],2,[_10,geo.shx,r=0,s=0.67,x=0,y=0],2,[L00,geo.shx,r=90,s=1,x=0,y=0],29

*dx,-

。-

。-

A,5,[MT,geo.shx,r=0,s=0.6,x=0,y=0],5

*kxxia,-|-|

A,0.0001,[U**,geo.shx,r=0,s=0.5,x=0,y=0],0.9999

*kxshang,-|-|

A,0.5,[U**,geo.shx,r=0,s=0.5,x=0,y=0.5],0.5

*zhfx,-|-|

A,1,[U**,geo.shx,r=0,s=0.5,x=0,y=0.5],0.01,[U**,geo.shx,r=0,s=0.5,x=0,y=0.5],1,-1,1,[U**,geo.shx,r=0,s=0.5,x=0,y=0],0.01,[U**,geo.shx,r=0,s=0.5,x=0,y=0],1,-1

*zhfxshao,--|--|

A,2,-1,1,[U**,geo.shx,r=0,s=0.5,x=0,y=0.5],1,-1,2,-1,1,[U**,geo.shx,r=0,s=0.5,x=0,y=0],1,-1

*shtoux,-|-|

A,0.75,[U**,geo.shx,r=0,s=0,x=0,y=0.5],0.75

*chdshang,-||-||

A,0.5,[U**,geo.shx,r=0,s=2,x=0,y=2],1,[U**,geo.shx,r=0,s=0,x=0,y=1],0.5

*chdxia,-||-||

A,0.5,[U**,geo.shx,r=0,s=2,x=0,y=0],1,[U**,geo.shx,r=0,s=0,x=0,y=0],0.5

*zhdshang,-||-||

A,0.5,[U**,geo.shx,r=0,s=0,x=0,y=1],1,[U**,geo.shx,r=0,s=0.5,x=0,y=0.5],0.5

*zhdxia,-||-||

A,0.5,[U**,geo.shx,r=0,s=0,x=0,y=0],1,[U**,geo.shx,r=0,s=0.5,x=0,y=0],0.5

*qiangshang,-o-o

A,0.75,[U**,geo.shx,r=0,s=0.5,x=0,y=0],0.001,[U**,geo.shx,r=90,s=0.5,x=0,y=-0.5],0.5,[U**,geo.shx,r=0,s=0.5,x=0,y=0],0.75

*qiangxia,-o-o

A,0.75,[U**,geo.shx,r=0,s=0.5,x=0,y=0.5],0.001,[U**,geo.shx,r=90,s=0.5,x=0,y=0.5],0.5,[U**,geo.shx,r=0,s=0.5,x=0,y=0.5],0.75

*xiandianshang,-.-.

A,2,[MT,geo.shx,r=0,s=0.5,x=0,y=0.5],2,-1

*xiandianxia,-.-.

A,2,[MT,geo.shx,r=0,s=0.5,x=0,y=-0.5],2,-1

*jiaxian,+-+-

A,1,-1,[x00,geo.shx,r=0,s=0.5,x=0,y=0],-1

*zhongxianx,-

-

A,2,-1

*changxianx,-

-

A,9,-1

*cudot,...

A,0.001,[MT,geo.shx,r=0,s=0.5,x=0,y=0],-1

*qielu,_-_-

A,0.001,[CQ,geo.shx,r=0,s=0,x=0,y=0],-5,[_10,geo.shx,r=0,s=0,x=0,y=0],0

*shangxquan,--o--0

A,3,-1,3,-1,[ZD,geo.shx,r=0,s=0,x=0,y=0],-1

*shuangxch,--

--

A,0.0001,[T00,geo.shx,r=0,s=1,x=0,y=0],0.0001,[T00,geo.shx,r=0,s=1,x=0,y=0.5],-1

*shuangxd,--

--

A,0.0001,[T00,geo.shx,r=0,s=0,x=0,y=0],0.0001,[T00,geo.shx,r=0,s=0,x=0,y=0.5],-1

*推測整合地層界線015,

--

--

--

--

A,3,-1

*實(shí)測假整合地層界線05,

--

--

--

--

--

A,2,-1

*實(shí)測假整合地層界線-剖面用015,

--

--

--

--

--

A,3,-1

*推測假整合地層界線,

--

--

--

--

A,2,-1

*推測假整合地層界二線,

--

--

--

--

A,6,-1

*實(shí)測不整合地層界線,

----·----·----·----

A,0.000001,["·",STANDARD,S=0.3,R=0.0,X=-0.22,Y=-0.15],-0.3

*實(shí)測不整合地層界線-剖面用015,

～～～

A,0.0001,[JZK,geo.shx,S=0.3,R=0.0,X=0,Y=0],-1.0501

*基巖露頭線,

----·----·----·----

A,0.000001,["·",STANDARD,S=0.4,R=0.0,X=-0.28,Y=-0.2],-1

*層位連線-對比圖用,

----

-

----

-

----

A,7,-1.3,0.4,-1.3

*推測向背斜軸1,

--

--

--

--

A,20,-2

*軸線05,

--

--

--

--

A,20,-2,2

*推測斷層1,

--

--

--

--

A,20,-2

*性質(zhì)不明斷層1,

--

--

--

--

A,20,-2.0,["？",STANDARD,S=3.6,R=0.0,X=-1.55,Y=-1.83],-2.0

*環(huán)狀陷落03,

----11----11----

A,10,-0.0001,[SHU3,geo.shx,S=0.1,R=0.0,X=0,Y=0.1],-0.0001,0.6,[SHU3,geo.shx,S=0.1,R=0.0,X=0,Y=0.1]

*環(huán)狀陷落下03,

----11----11----

A,10,-0.0001,[SHU3,geo.shx,S=0.1,R=0.0,X=0,Y=-1.1],-0.0001,0.6,[SHU3,geo.shx,S=0.1,R=0.0,X=0,Y=-1.1]

*推測陷落柱03,

----11----11----

A,4.7,-0.0001,[SHU3,geo.shx,S=0.1,R=0.0,X=0,Y=0.1],-0.0001,0.6,[SHU3,geo.shx,S=0.1,R=0.0,X=0,Y=0.1],4.7,-3

*推測陷落柱下03,

----11----11----

A,4.7,-0.0001,[SHU3,geo.shx,S=0.1,R=0.0,X=0,Y=-1.1],-0.0001,0.6,[SHU3,geo.shx,S=0.1,R=0.0,X=0,Y=-1.1],4.7,-3

*推測陷落柱線03,

----

----

----

A,10,-3

*底鼓03,

----11----11----

A,2,-0.0001,[SHU3,geo.shx,S=0.1,R=0.0,X=0,Y=0.1],-0.0001,0.6,[SHU3,geo.shx,S=0.1,R=0.0,X=0,Y=0.1],2,-1

*底鼓--下03,

----11----11----

A,2,-0.0001,[SHU3,geo.shx,S=0.1,R=0.0,X=0,Y=-1.1],-0.0001,0.6,[SHU3,geo.shx,S=0.1,R=0.0,X=0,Y=-1.1],2,-1

*推測煤層露頭05,

----

----

----

A,20,-3

*推測煤層露頭15,

----

----

----

A,20,-3

A,20,-3

*氧化帶02,

----

----

----

A,5,-2

*分叉合并線02,

----

----

----

A,20,-2,["∨",STANDARD,S=0.93,R=0.0,X=-0.6582,Y=-0.4754],-2

*分叉合并線下02,

----

----

----

A,20,-2,["∨",STANDARD,S=0.93,R=180,X=0.6835,Y=0.5],-2

*儲(chǔ)量塊段界線02,

----

----

----

A,4,-1

*儲(chǔ)量損失區(qū)等05,

----

----

----

A,8,-2

*井下各類煤柱05,

----

----

----

A,8,-2

*地形線,----∠|----∠|----

A,10,-0.0001,[^00,geo.shx,R=-90,s=1,x=-2.5,y=-1]

*縣級(jí)界,-

-

A,1,-0.1,["·",STANDARD,S=0.1,R=0.0,X=0.5,Y=-0.05],-0.1

*陡坎,kline__|__|__

A,1,-0.00001,[U00,geo.shx,R=0,s=0.3,x=0,y=0.45],1

*陡坎1,kline__|__|__

A,1,-0.00001,[U00,geo.shx,R=0,s=0.3,x=0,y=-0.45],1

附帶發(fā)CAD技巧

一，測硫儀煤炭化驗(yàn)設(shè)備如何把自己需要的圖框放入到布局當(dāng)中

1，從CAD提供的樣板中選取

2，通過設(shè)計(jì)中心，從現(xiàn)有圖形的布局中選取

3，通過設(shè)計(jì)中心，從自己的樣板圖形中選擇

4，推薦第三種選擇（因?yàn)槌季滞猓€可有其他多種設(shè)置選擇）

溫馨提示

  • 1. 本站所有資源如無特殊說明，都需要本地電腦安裝OFFICE2007和PDF閱讀器。圖紙軟件為CAD,CAXA,PROE,UG,SolidWorks等.壓縮文件請下載最新的WinRAR軟件解壓。
  • 2. 本站的文檔不包含任何第三方提供的附件圖紙等，如果需要附件，請聯(lián)系上傳者。文件的所有權(quán)益歸上傳用戶所有。
  • 3. 本站RAR壓縮包中若帶圖紙，網(wǎng)頁內(nèi)容里面會(huì)有圖紙預(yù)覽，若沒有圖紙預(yù)覽就沒有圖紙。
  • 4. 未經(jīng)權(quán)益所有人同意不得將文件中的內(nèi)容挪作商業(yè)或盈利用途。
  • 5. 人人文庫網(wǎng)僅提供信息存儲(chǔ)空間，僅對用戶上傳內(nèi)容的表現(xiàn)方式做保護(hù)處理，對用戶上傳分享的文檔內(nèi)容本身不做任何修改或編輯，并不能對任何下載內(nèi)容負(fù)責(zé)。
  • 6. 下載文件中如有侵權(quán)或不適當(dāng)內(nèi)容，請與我們聯(lián)系，我們立即糾正。
  • 7. 本站不保證下載資源的準(zhǔn)確性、安全性和完整性, 同時(shí)也不承擔(dān)用戶因使用這些下載資源對自己和他人造成任何形式的傷害或損失。

評論

0/150

提交評論