动物检疫申报单

动物检疫申报单 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 附件1: 动物检疫申报单 (一式二份由申报人填写) No. 申报人: 联系电话: 动物、动物产品种类: 数量及单位: 来源: 用途: 启运地点: 启运时间: 到达地点: 本批动物、动物产品符合《动物防疫法》规定，特申报检疫。 申报人签章: 申报时间: 年 月 日 附件2: 动物检疫申报受理单 (一式二份由动物卫生监督所填写) No. 处理意见: 口 受理:本所拟于 年 月 日 时派员到 (地点)实施检疫。 口 不受理:理由 受理人: 联系电话: 动物检疫专用章 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 附件3 动物检疫现场记录表 编号: 现场检疫时间 年 月 日 时 现场检疫 地点 货主联系货主姓名 基本情电话 况 货主住址 检疫动物 用途 动物总数 种类 动物饲养地详细地址 经强制免?是 免疫有效?在 ?符合 养殖档案 查验材疫 ?否 期 ?不在 ?不符合 料与疫?符合 ?是 养殖场疫?有 情调查 畜禽标识 封锁区 ?不符合 ?否 情 ?无 ?正常 ?正常 ?正常 饮食状态 呼吸状态 走动状态 ?异常 ?异常 ?异常 ?正常 ?正常 ?正常 精神状态 头部检查 四肢检查 ?异常 ?异常 ?异常 临床健 康检查 体表或皮?正常 ?正常 排泄物检?正常 体温测量 肤检查 ?异常 ?异常 查 ?异常 其他项目 检查 检疫合格出具检疫检疫证号 数 证名称 码 检疫结 检疫不合不合格原果 处理方式 格数 因 我见证了以上检疫过程，情况属实～ 畜(货)检疫人 签名: 主确认 员签名 年 月 日 时 pipe, beams and slabs bearing fasteners must be installed under ... 4.3 in the bench on the side paneland some scaffolding, vertical and horizontal pole spacing is less than 900, step less than 1500, and scissors and sweep the odium cal spacing 900mm horizontal tube, beam is not added on the pull bolt, when beam >600, Leung added pull bolt @600mm. On the pe alignment. 3.4 header height is less than 500mm, beam width is less than 250mm, and @ 900mm beam steel frame spacing, vertiun linrmwork, when beam span greater than or equal to 6m, the girder arches at the end of 0.4%L. 3.3 side reinforcement beams, Latrplates, stared blankly for long layout 50x100 beam along the beam direction, and erection of steel pipe supports. 3.2 beam fos temto ensure construction quality of concrete corner site. Templates support 3.1 Liang Mo 3 beam cladding wood plastic is used a overall stability of frame. 2.5 floor model and model top pressure beam side, seam clamps 5mm sponge and paper adhesive tape,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 shed, carefully check that the bracket is a solid, smooth surface, in accordance with the quality requirements, and paste theu finid, shut in the Middle, corner site template Latrun line alignment, and joist nailed down. 2.3 surface layer of wood glue banpk, when span is greater than or equal to 4.0 meters, template by 0.25%L arch. 2.2 pavement layer template, began laying aroundismantling system formwor-tube scaffold system spans greater than 2 metres from the floor, using quick-50*100 wood, used in steel2 floor template support 2.1 floor template by laying bamboo plywood in double keel, keel for PHI 48 steel pipe, the keel to shaped pins are in line with quality standards.-, no cracks, threads oil, without accusations, torsional flexibility, use annex "u"t wall surface 50mm/surface, on pulled screw Rod spacing @500*500. 1.3 steel pipe connection fittings, meet quality standardsube ouowing with with φ 12 of on pulled screw rod with check water tablets, ? 0.000 above with on pulled screw Rod coat PVC tube, tated 50x50 concrete support block, spacing for 600mm, long with wall wide; cut force wall template reinforcement ? 0.000 follfabricd pipe, tube wall thickness uniform, and no crack, and Alice song not round not whole, defects; template top support with preue, surface wear and corrosion resistance, smooth deviation is less than 1.5mm. 1.2 reinforcement pipe selection φ 48 standarthan 3.2x103 N/mm2, resistance to flooding, soaked in water at room temperature 72h, no gllayer plate thickness 12mm thickness, flexural design strength of not less than 12.5N/mm2, modulus of elasticity is not less -1 material requiring more than 1.1 multir beautiful, flat degrees good, can reached water concrete effect, reduce workers intensity, features. weight light, and Board site big, seams less, construction progress fast, support split easy and concrete forming behind laye 2 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 附件4:动物检疫处理通知单 动检处〔 〕年第 号 货,畜,主 联系电话 通讯地址邮编 动物或动物产品 名称 数 量 产地或存放地 运输工具 包装材料 上列动物,动物产品,经检疫不合格～根据《中华人民共和国动物防疫法》第四十八条和《动物检疫》第十八条的规定～必须按照《病害动物和病害动物产品生物安全处理规程》,GB16548—2006,的要求～作,焚毁、掩埋、化制、消毒,生物安全处理。处理费用由货主承担。 签发机关,盖检疫专用章, 动物检疫员: 签发日期: 年 月 日 ,签名或盖章, 货,畜,主签名: 签收日期: 年 月 日 附注:1、本通知单一式二份～一份交受检单位或者个人～一份存签证机关。 2、数量单位:公斤、头、只、羽。 stairs end of die and the Liang Mo are used high strength bamboo rubber Board, the template has ructure, column, and cut force wall template used multilayer Board (see special construction programme), now poured roof, andll stnot exceed 1.5 times the size of deviations of the table. 1.4 template engineering the engineering for framework cut force wa table of beam, Board Member the upper longitudinal reinforcement protection layer thickness of rate of 90% per cent and shalle. II ieces center line location Shi, along longitudinal, and cross two a direction volume measuring, and take which of larger valu check pre buried p?k pre buried pieces center line location 5 ruler check level high poor +3,0 ruler and feeler check note: r checorizontal steel spacing ? 20 ruler volume continuous three document, take maximum value steel bent beginning location 20 rule0 ruler check column, and beam ? 5 ruler check Board , And wall, and Shell ? 3 ruler check lashing hoop reinforced, and hd ? 1ends, middle the is, take maximum value by force steel spacing ? 10 ruler check row from ? 5 ruler check cover thickness base me continuous three document, take maximum value lashing steel skeleton long ? 10 ruler check wide, and high ? 5 ruler volumer volust method project allows deviation (mm) test method lashing steel network long, and wide ? 10 ruler check mesh size ? 20 rulend level, and specifications and number must meet design requirements. Steel installation location of allows deviation and tees, alocation ? 20 ruler check hoop reinforced of within net size +5 ruler check steel installation Shi, by force steel of varieti(mm) test method by force steel Shun length direction full length of net size ? 10 ruler check bent up steel of bent folding iatione allows deviation must meet Xia table requirements: steel processing Shi allows deviation and test method project allows devwalls, marked with paint, model, pitch ? wear steel and ...A5 steel engineering quality standard steel processing Shi its sizup panels, beams, - binding order: cable ? ink pop?anding banding. 4.1 the Foundation beams and reinforcement of waterproof plate: astening can be carried out. Φ above 12 bar 20# galvanized iron wire, φ 12 following reinforcement 22# galvanized iron wire brear fhe feed table and design is consistent, carefully check the number of blank size, shape, and material table match, check the om the steel line to the sides. 4 bars before you binding reinforcement tie earnestly familiarity with drawing paper, check the secant length 0.5d (d is diameter), crossed frbending. Dash under different bending angle bending adjustments of deductions; at the end part with semicircular bend hook, t-dash--onsideration. 3.7 bending rebar bending machines. Process: preparatory workcomponent size, thickness, bending length and hook to increase the adjustment value requirements into cbreaking length, short break, minimize lap splices in order to save steel. 3.6 blanking length of steel bar according to the 3