line in tunnel 中文意思是什麼
line in tunnel
解釋
隧道內線路-
This paper introduces the foundations of tunnel engineering geological conditions and the evaluation, and gives the engineering geological conditions of and evaluations on 6 # tunnel to 15 # tunnel in the main trunk of hydraulic line of zhangfeng reservoir
介紹了隧洞工程地質條件及評價的依據，給出了張峰水庫總干6 #至15 #隧洞工程地質條件及評價。 -
Through analyzing all kinds of construction methods of building metro station under shield driven method in many countries, this paper studies the construction technique ( method ) of building metro station under shield driven method, taking in guangzhou no. 3 metro line, and linhe xilu station as the actual object. according to station class, function and topography and geology, the station schemes of twin - bore tunnel ( island ), firstly, three parallel tunnels ( island ), tri - bore tunnel ( island or side ) and four parallel tunnels ( island or side ) are proposed. secondly, the shape and main parameters of station structure on two schemes are analyzed with load - structure mode, for different overburden depth of tunnel and lining thickness, etc. thirdly, the construction process is simulated in 2d fem.,
根據建站的規模、使用功能及站位地形地質條件，提出了兩連拱結構島式站臺車站、三條平行隧道島式站臺車站、三連拱結構島式和側式站臺車站以及四條平行隧道島式和側式站臺車站方案；採用荷載?結構模式，對四種方案的主體結構的形式和重要參數進行分析研究，分不同的埋深、襯砌結構厚度和拱形結構的拱跨比進行了多組數值計算；採用平面有限元方法對四種車站結構的開挖施作過程進行了模擬分析。 -
This paper introduces the problems of the fastener and bolt corrosion in the linear sector of liulinhe 1 # tunnel on tailan line, analyzes the reasons of these diseases, and advances some concrete treating methods
介紹了太崗線柳林河1 #隧道內直線地段的扣件和螺栓銹蝕問題，分析了病害原因，提出了具體的整治措施。 -
On 18 september 2001, the chief executive in council endorsed kcrc s proposal to adopt the bored tunnel approach for the construction of the spur line project. kcrc has discussed the tunnel approach with government departments concerned and is preparing a new environmental impact assessment report for the project
於2001年9月18日，行政長官會同行政會議同意九廣鐵路公司的建議，採用隧道方案建造支線項目工程。九廣鐵路公司已就該隧道方案與有關政府部門蹉商，並正制訂一份新的環境影響評估報告。 -
To minimize worsening of traffic congestion and taking environmental and visual concerns into consideration, most mrt system routes in metropolitan areas are underground. except for those stations and crossovers where wide ranging areas are involved, the tunnel boring machine is usually applied. conventional tunnel boring was first adopted in 1818 in london, but at that time was only used on a one - line circular tunnel basis
為減少對交通之沖擊及環境之影響，一般于都會區大眾捷運系統之路線劃皆以地下化為主，而整條路線除大面積開挖之地下車站及轉轍段外，其餘皆以潛盾隧道工法作為設計之主要考量。 -
In the south - to - north water diversion centre line, beijing west 4th ring road tunnel the waterproof design and operation, they use the construction experience of the urban subway of beijing for reference, adopt the compounding type and line with and build waterproof craft
南水北調中線北京段西四環暗涵工程在防水設計與施工中，借鑒了北京城市地鐵的施工經驗，採用復合式襯砌防水工藝。 -
The company consists of three workshops, namely cold - rolled steel strip workshop, piping workshop, anode plate of electrostatic precipitator workshop. equipped with a 700 continuous pickling line, a 700 double tandem rolling and three sets of bright annealing furnace with electric tunnel, the cold - rolled steel strip workshop can produce cold - rolled steel strip in sizes of 3506300. 51. 5mm. the workshop is also equipped with a set of 750 slitters and 1000 transverse cutter so as to supply cold - rolled steel sheet, pickling sheet, and hard rolled sheet in different width and length
冷軋車間裝有一條700連續式酸洗線，一條700二連軋生產線，三組電熱罩式光亮退火爐，可生產3506300 . 51 . 5mm的冷軋光亮帶，並配有一套750縱剪機組和一套1000平整塗油橫切機組，可提供各種寬度和長度的冷軋薄板卷酸洗板卷軋硬板卷。 -
The theory and its calculated methods of tunnel section design is researched in this paper, including the foundation and methods of the choice of profile and line types, and value and distribution of load, and the common calculated methods of lining structure
研究了水工隧洞斷面設計的理論及其計算方法，包括斷面選型和襯砌型式選擇的依據和方法，荷載的取值和分佈，襯砌結構常用計算方法的研究。 -
Due to the special relief in narrow mountainous zone, as well as the high cost of and the difficulty in applying separate tunnel line, twin - arch tunnel is adopted
在山區狹窄地帶等特殊地形條件下，採用分離式隧道線路較為困難且造價高昂，於是產生了雙連拱隧道形式。 -
The temperature from amorphous to crystal of tungsten oxide sol - gel films with catalyst is increased and the reason is in studying. as results of tunnel scan - afm, both pt sputtered tungsten oxide films and pt sputtered tungsten oxide sol - gel films there is distinct and out - of - order parallel line structure on the surface of amorphous. molecules of the sample tend to tetrahedron and the former has more planarer structure
隧道-原子力顯微鏡測試結果表明:非晶態時，磁控濺射摻鉑薄膜樣品表面和溶膠凝膠摻鉑樣品表面都有明顯的平行線狀結構，長程無序，分子趨於四面體結構，只是前者比後者表面較平整;晶態時，磁控摻鉑樣品在自然生長面上原子呈平面分佈，長程有序，溶膠摻鉑樣品則呈wo6面心結構。 -
In the system, the low voltage power line is the first signal tunnel without any other relay equipments between customer terminal and substation collector, public telephone line serves as the second signal tunnel between substation and management center computer. as a breakthrough of conventional concept of electricity meter, this thesis initiate a new concept, namely, intelligent power customer terminal ( shortly, customer terminal ), which is developed with spread spectrum plc communication functional and possesses many advanced functions, such as, in addition to electric energy acquisition, guarding against electricity pilfering, preventing wrong connection, protecting malfunction, remote communication ( for example, remote power supply or halt, remote configuration of electricity meter, remote load control, etc ), and so on
本文首先系統地總結了目前國內外低壓電力網數據傳輸技術的研究現狀和存在的問題，在此基礎上，從理論上論證了在低壓電網上應用擴頻載波數據通信技術的可行性和優越性，並重點論述了擴頻載波技術抗電力線噪聲干擾的機埋；本文提出了一個新穎的基於低壓電力線擴頻載波通信技術的集中遠抄系統的總體方案，即由用戶終端、集中器和電能管理系統所組成的網路系統，其中，用戶終端到配變集中器用低壓電力線作為通道，中間無需其他硬體中繼設備，集中器到電能管理系統用公用電話網作為通道。 -
Several important points and technique of extending the middle waist line of tunnel in short distance
短距離延長巷道中腰線的若干要點與技法 -
According to this practical project, beijing metro no. 10 line crosses under the beijing metro no. 13 line existed station structure, this paper has made an overall and systemic analytical study on crosswise surface settlement and the longitudinal surface settlement process which influence by metro tunnel construction with shield driven method through analyzing a mass of site monitoring data. the settlements in different period are concluded, the crosswise surface settlement influence scope, some construction factors to surface settlement has been analyzed too
本文針對北京地鐵十號線芍藥居至北土城東站區間隧道下穿既有城鐵十三號線芍藥居車站結構這一實際工程，通過大量的現場監測資料分析，研究了盾構掘進過程中對橫向地表沉降和縱向地表沉降的影響過程;探討了盾構掘進各個階段的沉降占總沉降量的百分比;分析了盾構掘進對橫向地表沉降的影響范圍，以及各種施工因素對地表沉降的影響。 -
In order to ensure the quality of filling and the construction stability of the high - speed railway subgrade. " prescription of design of line, bridge, tunnel and station of high - speed railway " regulated that the filling used in the bottom of high - speed railway subgrade must be the type of a, b or improved soil
即將修建的京滬高速鐵路對路基的填築質量要求很高，為了嚴格控制高速鐵路路基的變形，使未來的高速鐵路具有一個穩固的軌下基礎，適應列車高速運行的要求， 《京滬高速鐵路線橋隧站設計暫行規定》對高速鐵路的基床底層填料性能提出了具體要求，必須使用a 、 b組填料或改良土。 -
Tianjin metro line 1 adopted this technology in its renovation project of the existing tunnel at the norshwest - southwest corner, and obtained good engineering results
天津市地鐵1號線工程西北角西南角既有區間隧道改建工程的圍護結構施工中採用了該技術，並取得了良好的效果。 -
In the fourth chapter, based on the analysis and design of some modules closely relating to interactive design, the thesis completes the development of the railway location interactive design subsystem, and these modules are : railway horizontal line interactive design, comparison of plane, profile and across section, automatic and interactive design of profile, designing railway location by across section and setting location of the bridge and the tunnel
第三章分析了線路方案比選工作過程中所涉及的數據情況以及數據管理方法，完成了方案比選綜合數據管理子系統的開發工作，第四章通過對線路平面交互設計、內插縱橫斷面地面高程、縱斷面自動與交互設計、橫斷面定線、橋隧工程設置等與交互設計密切相關的重點模塊的分析與設計，完成了互動式線路設計子系統的開發。 -
By face failure and ground subsidence investigation and in - suit monitoring analysis in some lots of shenzhen metro phase line, especially of lot 3a in which two large ground landlides have occurred in construction, the reasons of ground subsidence are expatiated respectively from three aspects, including the characters of the physical mechanical parameters of stratum above tunnel, the monitoring analysis of stratum deformation and contruction technics causation
通過對深圳地鐵期工程土建施工中全線部分暗挖標段出現的工作面失穩、地表塌陷工程實踐和現場監測結果分析，特別著重對連續2次出現地表塌陷的3a標暗挖隧道研究，從隧道上覆地層物理力學性質參數、地層變形監測分析及施工工藝原因3方面闡述了地表塌陷的原因。 -
In recent years, the solid traffic net with waterway, roadway and air - line has been developed greatly. inland when it refers to the connection between waterway and roadway or roadway and roadway, usually it is bridge or tunnel, but most of them are bridges
近年來，我國由水路、陸路、空運所形成的立體交通網已得到了巨大的發展，其中在內陸涉及到水路和陸路二者相連的便是橋梁或隧道，但以橋梁居多。 -
Based on the investingation and some study methods of the stability on the goaf, the paper has the goaf of the first and second tunnels of wu long channel on coal mine railway leased line in da ning of shanxi province as an example, according to the engineering geological invesitigation and maping in the earth ' s surface, also combining the visit on the relate people, firstly has a geological judge on the space extend of the mostly ledges which have been picked ; then adopts the instrument of engineering surveying and checking ( for short sws ) which is relatively advanced inside and outside to test by surface wave the rockmass and solid near the middle line of the tunnel ( total forty meter ), and has a relatively exact judgment on the place that the goaf impossible reveal ; lastly passing the validate by drilling, it make clear that the results which tested by sws is reasonable and believable, based on finding out clearly the space extend of the goaf, the author makes a relatively systemic study on the stability of wall rock around the goaf
因此，查明采空區的具體位置，在此基礎上對場地進行工程適宜性評價，對整個工程建設具有重要的指導意義。本論文在總結前人對地下采空區勘察及有關穩定性研究方法的基礎上，以山西大寧煤礦鐵路專用線五龍溝1 ~ # 、 2 ~ #隧道采空區為研究實例，在詳細的地表工程地質調查和測繪的基礎上，結合通過對采空區有關人員的探訪，首先對主要開采礦層的空間展布進行地質判斷；然後採用國內外較為先進的工程勘探與檢測儀（簡稱「面波儀」 ） ，對1 ~ # 、 2 ~ #隧道中線兩側一定范圍內（共40米）進行了面波測試，對采空區的可能出露部位進行了較為準確的判斷；最後通過鉆探加以驗證，表明面波儀的測試結果是較為合理可信的。 -
Type selection of shield machines for large cross - section underground railway tunnel on straight rail transit line in beijing
北京鐵路直徑線大斷面地下隧道盾構機選型研究
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