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lg gt540在download模式下刷机教程

2017-09-20 9页 doc 93KB 23阅读

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lg gt540在download模式下刷机教程lg gt540在download模式下刷机教程 breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration...
lg gt540在download模式下刷机教程
lg gt540在download模式下刷机教程 breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bending rebar bending machines. Process: preparatory work--dash-bending. Dash under different bending angle bending adjustments of deductions; at the end part with semicircular bend hook, the secant length 0.5d (d is diameter), crossed from the steel line to the sides. 4 bars before you binding reinforcement tie earnestly familiarity with drawing paper, check the feed table and design is consistent, carefully check the number of blank size, shape, and material table match, check the rear fastening can be carried out. Φ above 12 bar 20# galvanized iron wire, φ 12 following reinforcement 22# galvanized iron wire banding banding. 4.1 the Foundation beams and reinforcement of waterproof plate: ? binding order: cable ? ink pop-up panels, beams, walls, marked with paint, model, pitch ? wear steel and ...A5 steel engineering quality standard steel processing Shi its size allows deviation must meet Xia table requirements: steel processing Shi allows deviation and test method project allows deviation (mm) test method by force steel Shun length direction full length of net size ? 10 ruler check bent up steel of bent folding location ? 20 ruler check hoop reinforced of within net size +5 ruler check steel installation Shi, by force steel of varieties, and level, and specifications and number must meet design requirements. Steel installation location of allows deviation and test method project allows deviation (mm) test method lashing steel network long, and wide ? 10 ruler check mesh size ? 20 ruler volume continuous three document, take maximum value lashing steel skeleton long ? 10 ruler check wide, and high ? 5 ruler volume ends, middle the is, take maximum value by force steel spacing ? 10 ruler check row from ? 5 ruler check cover thickness based ? 10 ruler check column, and beam ? 5 ruler check Board , And wall, and Shell ? 3 ruler check lashing hoop reinforced, and horizontal steel spacing ? 20 ruler volume continuous three document, take maximum value steel bent beginning location 20 ruler check pre buried pieces center line location 5 ruler check level high poor +3,0 ruler and feeler check note: ? check pre buried pieces center line location Shi, along longitudinal, and cross two a direction volume measuring, and take which of larger value. II table of beam, Board Member the upper longitudinal reinforcement protection layer thickness of rate of 90% per cent and shall not exceed 1.5 times the size of deviations of the table. 1.4 template engineering the engineering for framework cut force wall structure, column, and cut force wall template used multilayer Board (see special construction programme), now poured roof, and stairs end of die and the Liang Mo are used high strength bamboo rubber Board, the template has 1 安装好,个驱动 ,. 准备好手机,拔掉电池,按住音量下键后插上数据线到,,上进入,,,,,,, ,模式,看设备管理器中端口中没有 没有就重复第二步,直到出现。否则刷机时不能找到手机。 , 双击Windows Enabler.exe 现在电脑的右下角有个和上图一样的图标,点击使它变成。 ,再双击KDZ_FW_UPD.exe 出现: 点击那个文件夹添加你的刷机包 5再点开始如下图, 中间会有停顿 不用管一会就好了 千万不要把数据线 breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bending rebar bending machines. Process: preparatory work--dash-bending. Dash under different bending angle bending adjustments of deductions; at the end part with semicircular bend hook, the secant length 0.5d (d is diameter), crossed from the steel line to the sides. 4 bars before you binding reinforcement tie earnestly familiarity with drawing paper, check the feed table and design is consistent, carefully check the number of blank size, shape, and material table match, check the rear fastening can be carried out. Φ above 12 bar 20# galvanized iron wire, φ 12 following reinforcement 22# galvanized iron wire banding banding. 4.1 the Foundation beams and reinforcement of waterproof plate: ? binding order: cable ? ink pop-up panels, beams, walls, marked with paint, model, pitch ? wear steel and ...A5 steel engineering quality standard steel processing Shi its size allows deviation must meet Xia table requirements: steel processing Shi allows deviation and test method project allows deviation (mm) test method by force steel Shun length direction full length of net size ? 10 ruler check bent up steel of bent folding location ? 20 ruler check hoop reinforced of within net size +5 ruler check steel installation Shi, by force steel of varieties, and level, and specifications and number must meet design requirements. Steel installation location of allows deviation and test method project allows deviation (mm) test method lashing steel network long, and wide ? 10 ruler check mesh size ? 20 ruler volume continuous three document, take maximum value lashing steel skeleton long ? 10 ruler check wide, and high ? 5 ruler volume ends, middle the is, take maximum value by force steel spacing ? 10 ruler check row from ? 5 ruler check cover thickness based ? 10 ruler check column, and beam ? 5 ruler check Board , And wall, and Shell ? 3 ruler check lashing hoop reinforced, and horizontal steel spacing ? 20 ruler volume continuous three document, take maximum value steel bent beginning location 20 ruler check pre buried pieces center line location 5 ruler check level high poor +3,0 ruler and feeler check note: ? check pre buried pieces center line location Shi, along longitudinal, and cross two a direction volume measuring, and take which of larger value. II table of beam, Board Member the upper longitudinal reinforcement protection layer thickness of rate of 90% per cent and shall not exceed 1.5 times the size of deviations of the table. 1.4 template engineering the engineering for framework cut force wall structure, column, and cut force wall template used multilayer Board (see special construction programme), now poured roof, and stairs end of die and the Liang Mo are used high strength bamboo rubber Board, the template has breaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the component size, thickness, bending length and hook to increase the adjustment value requirements into consideration. 3.7 bending rebar bending machines. Process: preparatory work--dash-bending. Dash under different bending angle bending adjustments of deductions; at the end part with semicircular bend hook, the secant length 0.5d (d is diameter), crossed from the steel line to the sides. 4 bars before you binding reinforcement tie earnestly familiarity with drawing paper, check the feed table and design is consistent, carefully check the number of blank size, shape, and material table match, check the rear fastening can be carried out. Φ above 12 bar 20# galvanized iron wire, φ 12 following reinforcement 22# galvanized iron wire banding banding. 4.1 the Foundation beams and reinforcement of waterproof plate: ? binding order: cable ? ink pop-up panels, beams, walls, marked with paint, model, pitch ? wear steel and ...A5 steel engineering quality standard steel processing Shi its size allows deviation must meet Xia table requirements: steel processing Shi allows deviation and test method project allows deviation (mm) test method by force steel Shun length direction full length of net size ? 10 ruler check bent up steel of bent folding location ? 20 ruler check hoop reinforced of within net size +5 ruler check steel installation Shi, by force steel of varieties, and level, and specifications and number must meet design requirements. Steel installation location of allows deviation and test method project allows deviation (mm) test method lashing steel network long, and wide ? 10 ruler check mesh size ? 20 ruler volume continuous three document, take maximum value lashing steel skeleton long ? 10 ruler check wide, and high ? 5 ruler volume ends, middle the is, take maximum value by force steel spacing ? 10 ruler check row from ? 5 ruler check cover thickness based ? 10 ruler check column, and beam ? 5 ruler check Board , And wall, and Shell ? 3 ruler check lashing hoop reinforced, and horizontal steel spacing ? 20 ruler volume continuous three document, take maximum value steel bent beginning location 20 ruler check pre buried pieces center line location 5 ruler check level high poor +3,0 ruler and feeler check note: ? check pre buried pieces center line location Shi, along longitudinal, and cross two a direction volume measuring, and take which of larger value. II table of beam, Board Member the upper longitudinal reinforcement protection layer thickness of rate of 90% per cent and shall not exceed 1.5 times the size of deviations of the table. 1.4 template engineering the engineering for framework cut force wall structure, column, and cut force wall template used multilayer Board (see special construction programme), now poured roof, and stairs end of die and the Liang Mo are used high strength bamboo rubber Board, the template has 最后出现下面图形时表示刷机结束。 6,安装上电池后正常开机,在开机状态下,按住音量上键+搜索键+小房子键5秒,出现恢复 生产设置,选择确定,自动重启后就好了。 weight light, and Board site big, seams less, construction progress fast, support split easy and concrete forming behind layer beautiful, flat degrees good, can reached water concrete effect, reduce workers intensity, features. 1 material requiring more than 1.1 multi-layer plate thickness 12mm thickness, flexural design strength of not less than 12.5N/mm2, modulus of elasticity is not less than 3.2x103 N/mm2, resistance to flooding, soaked in water at room temperature 72h, no glue, surface wear and corrosion resistance, smooth deviation is less than 1.5mm. 1.2 reinforcement pipe selection φ 48 standard pipe, tube wall thickness uniform, and no crack, and Alice song not round not whole, defects; template top support with prefabricated 50x50 concrete support block, spacing for 600mm, long with wall wide; cut force wall template reinforcement ? 0.000 following with with φ 12 of on pulled screw rod with check water tablets, ? 0.000 above with on pulled screw Rod coat PVC tube, tube out wall surface 50mm/surface, on pulled screw Rod spacing @500*500. 1.3 steel pipe connection fittings, meet quality standards, no cracks, threads oil, without accusations, torsional flexibility, use annex "u"-shaped pins are in line with quality standards. 2 floor template support 2.1 floor template by laying bamboo plywood in double keel, keel for PHI 48 steel pipe, the keel to 50*100 wood, used in steel-tube scaffold system spans greater than 2 metres from the floor, using quick-dismantling system formwork, when span is greater than or equal to 4.0 meters, template by 0.25%L arch. 2.2 pavement layer template, began laying around, shut in the Middle, corner site template Latrun line alignment, and joist nailed down. 2.3 surface layer of wood glue banpu finished, carefully check that the bracket is a solid, smooth surface, in accordance with the quality requirements, and paste the seam tape on the template. 2.4 pad 50mm planks between the body and the floor, and the same floor connected whole, to enhance the overall stability of frame. 2.5 floor model and model top pressure beam side, seam clamps 5mm sponge and paper adhesive tape, to ensure construction quality of concrete corner site. Templates support 3.1 Liang Mo 3 beam cladding wood plastic is used as templates, stared blankly for long layout 50x100 beam along the beam direction, and erection of steel pipe supports. 3.2 beam formwork, when beam span greater than or equal to 6m, the girder arches at the end of 0.4%L. 3.3 side reinforcement beams, Latrun line alignment. 3.4 header height is less than 500mm, beam width is less than 250mm, and @ 900mm beam steel frame spacing, vertical spacing 900mm horizontal tube, beam is not added on the pull bolt, when beam >600, Leung added pull bolt @600mm. On the podium and some scaffolding, vertical and horizontal pole spacing is less than 900, step less than 1500, and scissors and sweep the pipe, beams and slabs bearing fasteners must be installed under ... 4.3 in the bench on the side panel
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