巷道貫通測量畢業(yè)設(shè)計.doc

巷道貫通測量畢業(yè)設(shè)計.doc

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時間:2020-07-16

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1、山東科技大學(xué)畢業(yè)論文(工程測量技術(shù)專業(yè))學(xué)生:???山東科技大學(xué)泰安科技學(xué)院二0一二年五月目錄1高莊礦區(qū)概況·····················································21.1交通位置························································21.2地形、地勢情況··················································32貫通測量概述·····················································32

2、.1井巷貫通和貫通測量··············································32.2在工作中測量人員應(yīng)該遵循下列原則:·······························42.3貫通測量的基本方法··············································42.4貫通測量的種類:·················································43井巷貫通測量的容許誤差···········································43.1貫通巷道接合

3、處的偏差值可能發(fā)生在三個方向上:·····················43.2井巷貫通的容許偏差值············································54第一貫通方案····················································64.1貫通測量方法····················································64.2貫通誤差預(yù)計····················································94.3減小誤差措施······

4、·············································115第二貫通方案···················································125.1貫通測量方法···················································125.1.1平面控制測量方案:·············································125.1.2地下控制測量方案··············································145.1.

5、3礦井聯(lián)系測量方案··············································145.1.4地面及井下高程控制測量方案····································155.1.5導(dǎo)入高程方案···················································155.2貫通誤差預(yù)計···················································165.2.1地面采用GPS布網(wǎng)時的貫通誤差··································16

6、6最優(yōu)方案的選擇··················································196.1在平面控制方面·················································196.2在井下控制方面·················································207結(jié)論和建議······················································201高莊礦區(qū)概況1.1交通位置高莊煤礦位于滕南礦區(qū)的西南部,滕南礦區(qū)位于山東省西南部,京滬鐵路西側(cè),地處

7、棗莊市滕州市和濟寧市微縣境山內(nèi)。高莊礦原為付村井田西區(qū),井口東至付村礦約2.6km。官(橋)柴(里)鐵路專用線橫貫礦區(qū)中部,已建成通車。京杭運河流經(jīng)本井田,南水北調(diào)工程竣工后,年運輸能力為2000萬t。礦區(qū)內(nèi)公路四通八達。因此,礦區(qū)內(nèi)水陸交通運輸方便。交通位置見圖1-1-1。1.2地形、地勢情況滕南礦區(qū)范圍內(nèi)地形平坦,地面標(biāo)高一般在+33~+64m,為一由東北向西南緩慢下降的濱湖沖積平原,地形自然坡度為千分之一。礦區(qū)西臨昭陽湖、微山湖,與其接壤地帶即本井田

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