【正文】 遼寧工程技術(shù)大學(xué)畢業(yè)設(shè)計(jì)中文題目：本溪煤礦兩井貫通技術(shù)設(shè)計(jì)外文題目：BENXI COAL MINE THROUGH TWO WELLS TECHNOLOGY DESIGN畢業(yè)設(shè)計(jì)（論文）共 24 頁（其中：外文文獻(xiàn)及譯文頁） 圖紙共張 完成日期 2022 年 6 月 答辯日期 2022 年 6 月 遼寧工程技術(shù)大學(xué)畢業(yè)設(shè)計(jì)i摘要礦山測量的重要工作是貫通測量，根據(jù)誤差預(yù)計(jì)原理可知同樣進(jìn)行導(dǎo)線測量由于貫通位置的不同會導(dǎo)致貫通效果大為不同。貫通測量包括平面貫通測量和高程貫通測量，前者是測定實(shí)際的橫向和縱向貫通誤差，測量方法隨井下控制的形式而異：對于采用中線法施工的隧道貫通之后，應(yīng)從相向測量的兩個(gè)方向各自向貫通面延伸中線，并各釘一臨時(shí)樁，量取兩樁之間的距離，即得巷道的實(shí)際橫向貫通誤差，兩臨時(shí)樁的里程之差即為巷道的實(shí)際縱向貫通誤差。本文對貫通位置影響貫通效果的原理進(jìn)行了簡述，同時(shí)以煤礦工作面的不同貫通位置作為貫通點(diǎn)影響貫通精度舉例進(jìn)行了闡述。關(guān)鍵詞：貫通位置；影響；貫通誤差；誤差分析遼寧工程技術(shù)大學(xué)畢業(yè)設(shè)計(jì)iiAbstractThe important work of mine surveying is through measurement, according to the principle known as the error is expected to be traversing through different positions of the lead through very different results. Through measurement, including measurement of plane and elevation through measurement, the former is measured through the actual horizontal and vertical error, with the down hole measurement methods differ in the form: for the use of the center line through the tunnel construction method, the measurement of the two opposite directions from each extends to the surface through the center line, and each nail a temporary pile, take the amount of distance between the two, that was the actual lateral error of roadway, temporary pile two miles of roadway is the actual difference between the vertical through error. In this paper, through the principle position of influence through the effect was brief, while the coal face through the different location as a point of impact through precision through an example are described. Key words: through position。 impact。 through error。 error analysis 遼寧工程技術(shù)大學(xué)畢業(yè)設(shè)計(jì)1目錄0 引言 ...........................................................11 設(shè)計(jì)的目的及任務(wù) ..............................................2 貫通作業(yè)地區(qū)概況 ............................................2 工程性質(zhì)及設(shè)計(jì)目的 ..........................................22 貫通巷道簡介 ..................................................2 貫通測量概述 ................................................2 井巷貫通和貫通測量 ........................................2 井巷貫通測量工作原則 ........................................3 貫通測量的基本步驟和方法 ....................................4 貫通測量的種類 ..............................................4 本次貫通巷道的基本情況 ........................................43 貫通測量方案設(shè)計(jì) ..............................................5 礦區(qū)已有測量成果 .............................................5 作業(yè)采用的坐標(biāo)系及作業(yè)依據(jù) ....................................5 作業(yè)采用的坐標(biāo)系 ............................................5 本次貫通的作業(yè)依據(jù)： ........................................5 地面測量 .....................................................5 平面控制測量 ................................................5 高程控制測量 ................................................8 定向測量 ......................................................9 定向設(shè)備的準(zhǔn)備 ..............................................9遼寧工程技術(shù)大學(xué)畢業(yè)設(shè)計(jì)2 定向的工作內(nèi)容及順序 .......................................10 定向時(shí)應(yīng)采取的安全措施 .....................................11 高程導(dǎo)入 .....................................................12 井下控制測量 ................................................13 井下平面控制 ...............................................13 井下高程控制 ...............................................144 貫通測量的誤差預(yù)計(jì) ............................................14 貫通測量誤差預(yù)計(jì)所需基本誤差參數(shù)的確定 .......................14 貫通測量的誤差預(yù)計(jì) ..........................................16 貫通點(diǎn) K 在水平重要方向上的預(yù)計(jì)誤差 .........................16 貫通點(diǎn) K 在高程方向上的誤差預(yù)計(jì) .............................185 巷道掘進(jìn)中的測量工作 ..........................................19 貫通巷道幾何要素的標(biāo)定 .......................................19 巷道掘進(jìn)過程中的檢查與調(diào)整 ...................................20 貫通前應(yīng)采取的安全措施 .......................................21 貫通測