邯郸市人事培训考试中心

邯郸市人事培训考试中心 邯郸市人事培训考试中 心 邯人考〔2011〕29号 关于做好2012年度全国卫生专业技术 资格考试考务工作有关问题的通知 各县,市,、区职改办～市属有关部门、中央省部属驻邯有关单位: 根据河北省人事考试中心《关于做好2012年度全国卫生专业技术资格考试工作有关问题的通知》,冀人考发 [2011]51号,的有关精神～为做好2012年度我市全国卫生专业技术资格考试工作～现将有关问题通知如下: 一、考试时间、科目及方式 临床医学,专业代码为301至360,以及中药学初级,士,、metal structure, which level power station pressure pipe total about 562t (containing annex); II level power station pressure pipe about 733 t (containing annex); level power station metal structure about 52.5 t, containing discharge Gate 2 hole, rushed sand Gate 1 hole, water mouth work door and the stopped dirt gate the 1 hole, Qian pool work door and the stopped dirt gate the 1 hole; Secondary power station metal junction at about 19.5 t, containing sand Gate 1 hole, water inlet water gate and trash the 1 hole; their auxiliary hoist equipment and electrical equipment. Concrete pressure pipe, gate, trash and hoisting device project property list 1-1~1-3. Table 1-1 the main characteristics of the penstock number item parameter type controller size head a long pipe diameter pipe length 11 hydropower station penstock open-air exposed pipe, single pipe joint water supply 1.3M 931m 0.8M 8.3*2m 22 hydropower station penstock open-air exposed pipe, single pipe joint water supply 1.4m 1063.506 m 0.8M 10*2m table 1-2 hydropower station Main characteristics of hydraulic metal structure number project name gate, trash rack, door (gate ... Pressure pipe and the metal structure installation 9.1 main engineering profile yongxing river level hydropower station pressure pipe pipeline plane Shang along Ridge is line layout, and slope surface contour close vertical, Guan Po with original ground line changes, used open type Ming tube, single tube joint water way, competent diameter 1.3M, long 931.00m, two root non-symmetric "Bu" type support tube, diameter 0.8M, single root long 8.3M. Competent to establish 12 town Pier, 107 buttress, telescopic section 11. Support Pier spacing 8M, side-sliding bearing. Town pier for the closed-end structure of gravity, base surface into bedrock, pipe excavation slope 1:0.75 with M5 grouted rubble slope protection, 0.3M, bottom side sewer, 0.25m wide, deep 0.3m,M5 grouted rubble masonry, set maintenance step ladder on the left side, 1.0M wide. Yongxinghe-? hydropower station penstock pipes arranged along the ridge line on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backfill-pipe, single-pipe water supply, the competent 1.4m, long 1063.506m, two asymmetric "y" pipe, diameter 0.8M, single 10m. Competent to establish 12 town Pier, 8 expansion joint. Town pier for the closed-end structure of gravity, placed on soft rock base surface, pipe concrete C20 on a pedestal. Pipe trench excavation slope 1:0.75, after the installation of steel tube, compacted gravel backfill material to the surface, and 1:100 slope drainage to gutters. Gutter width 0.5M depth 0.5m,M5 grouted rubble masonry. 9.2 main engineering content this standard pressure 初级,师,、中级,专业代码分别为102、202、367,、中医护理学初级,师,、中级,专业代码分别为204、374,等65个专业“基础知识”、“相关专业知识”、“专业知识”、“专业实践能力”4个科目的考试～均采用人机对话的方式进行。其他52个专业的4个科目仍采用纸笔作答方式进行考试。 采用人机对话方式进行的65个专业考试的具体安排如下: 考试科目 考试日期和时间 基础知识 8:30-10:00 相关专业知识 5月19、20、 11:00-12:30 专业知识 26、27日 14:00-15:30 专业实践能力 16:30-18:00 具体机考专业的考试时间安排由卫生部人才交流服务中心根据报名情况另行通知。 采用纸笔作答方式进行的52个专业的考试时间安排如下: 考试科目 考试日期和时间 基础知识 9:00-11:00 5月19日 相关专业知识 14:00-16:00 专业知识 5月20日 9:00-11:00 onry. 9.2 main engineering content this standard pressurevel backfill material to the surface, and 1:100 slope drainage to gutters. Gutter width 0.5M depth 0.5m,M5 grouted rubble mas.75, after the installation of steel tube, compacted graend structure of gravity, placed on soft rock base surface, pipe concrete C20 on a pedestal. Pipe trench excavation slope 1:0-ent to establish 12 town Pier, 8 expansion joint. Town pier for the closedpipe water supply, the competent 1.4m, long 1063.506m, two asymmetric "y" pipe, diameter 0.8M, single 10m. Compet-pipe, single-illline on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backf hydropower station penstock pipes arranged along the ridge?-y, set maintenance step ladder on the left side, 1.0M wide. Yongxingheslope 1:0.75 with M5 grouted rubble slope protection, 0.3M, bottom side sewer, 0.25m wide, deep 0.3m,M5 grouted rubble masonrend structure of gravity, base surface into bedrock, pipe excavation -sliding bearing. Town pier for the closed-er spacing 8M, sidee, diameter 0.8M, single root long 8.3M. Competent to establish 12 town Pier, 107 buttress, telescopic section 11. Support Pisymmetric "Bu" type support tub-en type Ming tube, single tube joint water way, competent diameter 1.3M, long 931.00m, two root nonhang along Ridge is line layout, and slope surface contour close vertical, Guan Po with original ground line changes, used oplane She metal structure installation 9.1 main engineering profile yongxing river level hydropower station pressure pipe pipeline pon Main characteristics of hydraulic metal structure number project name gate, trash rack, door (gate ... Pressure pipe and t2 hydropower stati-air exposed pipe, single pipe joint water supply 1.4m 1063.506 m 0.8M 10*2m table 1-air exposed pipe, single pipe joint water supply 1.3M 931m 0.8M 8.3*2m 22 hydropower station penstock open-ipe length 11 hydropower station penstock open1 the main characteristics of the penstock number item parameter type controller size head a long pipe diameter p-3. Table 1-1~1-1 hoist equipment and electrical equipment. Concrete pressure pipe, gate, trash and hoisting device project property listiary station metal junction at about 19.5 t, containing sand Gate 1 hole, water inlet water gate and trash the 1 hole; their auxil uth work door and the stopped dirt gate the 1 hole, Qian pool work door and the stopped dirt gate the 1 hole; Secondary powerter moining annex); level power station metal structure about 52.5 t, containing discharge Gate 2 hole, rushed sand Gate 1 hole, waevel power station pressure pipe total about 562t (containing annex); II level power station pressure pipe about 733 t (contametal structure, which l2 专业实践能力 14:00-16:00 二、报名条件及有关事宜 凡符合卫生部、原人事部印发的《临床医学专业技术资格考试暂行》,卫人发[2000]462号,和《预防医学、全科医学、药学、护理、其它卫生技术等专业技术资格考试暂行规定》,卫人发[2001]164号,中报名条件的人员～均可报名参加相应级别和专业类别的考试。 ,一,临床医学专业考试报考条件 1、临床医学专业初级资格的考试按照《中华人民共和国执业医师法》的有关规定执行。 2、临床医学专业中级资格: ?遵守中华人民共和国的宪法和法律, ?遵守《中华人民共和国执业医师法》～并取得执业医师资格, ?具备良好的医德医风和敬业精神, ?已实施住院医师化培训的医疗机构的医师须取得该培训合格证书。 除符合上述基本条件外～还必须具备下列条件之一: ?取得医学中专学历～受聘担任医师职务满7年, ?取得医学大专学历～从事医师工作满6年, -water way, competent diameter 1.3M, long 931.00m, two root nonslope surface contour close vertical, Guan Po with original ground line changes, used open type Ming tube, single tube joint , and ain engineering profile yongxing river level hydropower station pressure pipe pipeline plane Shang along Ridge is line layoutmetal structure number project name gate, trash rack, door (gate ... Pressure pipe and the metal structure installation 9.1 m2 hydropower station Main characteristics of hydraulic -air exposed pipe, single pipe joint water supply 1.4m 1063.506 m 0.8M 10*2m table 1-air exposed pipe, single pipe joint water supply 1.3M 931m 0.8M 8.3*2m 22 hydropower station penstock open-tock open1 hydropower station pens1 the main characteristics of the penstock number item parameter type controller size head a long pipe diameter pipe length 1-3. Table 1-1~1-ent. Concrete pressure pipe, gate, trash and hoisting device project property list 1quipmt, containing sand Gate 1 hole, water inlet water gate and trash the 1 hole; their auxiliary hoist equipment and electrical e te the 1 hole, Qian pool work door and the stopped dirt gate the 1 hole; Secondary power station metal junction at about 19.5irt gaal structure about 52.5 t, containing discharge Gate 2 hole, rushed sand Gate 1 hole, water mouth work door and the stopped dl about 562t (containing annex); II level power station pressure pipe about 733 t (containing annex); level power station metmetal structure, which level power station pressure pipe tota—s standard pressureand 1:100 slope drainage to gutters. Gutter width 0.5M depth 0.5m,M5 grouted rubble masonry. 9.2 main engineering content thi .75, after the installation of steel tube, compacted gravel backfill material to the surface,end structure of gravity, placed on soft rock base surface, pipe concrete C20 on a pedestal. Pipe trench excavation slope 1:0-nsion joint. Town pier for the closedlish 12 town Pier, 8 expapipe water supply, the competent 1.4m, long 1063.506m, two asymmetric "y" pipe, diameter 0.8M, single 10m. Competent to estab-pipe, single-al slope contour lines, Guan Po changes with the original ground line, with shallow backfillhydropower station penstock pipes arranged along the ridge line on the plane, and nearly vertic ?-left side, 1.0M wide. Yongxinghe lope protection, 0.3M, bottom side sewer, 0.25m wide, deep 0.3m,M5 grouted rubble masonry, set maintenance step ladder on theend structure of gravity, base surface into bedrock, pipe excavation slope 1:0.75 with M5 grouted rubble s-sliding bearing. Town pier for the closed-3M. Competent to establish 12 town Pier, 107 buttress, telescopic section 11. Support Pier spacing 8M, sidesymmetric "Bu" type support tube, diameter 0.8M, single root long 8. 3 — ?取得医学本科学历～从事医师工作满4年, ?取得临床医学硕士专业学位～从事医师工作满2年, ?取得临床医学博士专业学位。 ,二,预防医学、全科医学、药学、护理、其他卫生技术专业考试报考条件 1、参加预防医学、全科医学、药学、护理、技术专业技术资格考试的人员～应具备下列基本条件: ?遵守中华人民共和国的宪法和法律。 ?具备良好的医德医风和敬业精神。 2、参加药学、护理、技术专业初级资格考试的人员～除具备上述所规定的基本条件外～还必须具备相应专业中专以上学历。 3、根据冀人考发[2010]48号文件规定～自2011年起～报考药学、护理、技术专业初级,师,资格考试的报名条件～全省统一按照聘任相应专业技术职务条件提前一年掌握。即:取得中专学历～担任药、护、技士满4年,取得大专学历～从事本专业工作满2年,取得本科学历当年。 4、参加预防医学、全科医学、药学、护理、技术专业中级资格考试的人员～除具备上述所规定的条件外～还必须具备下列条件之一: onry. 9.2 main engineering content this standard pressurevel backfill material to the surface, and 1:100 slope drainage to gutters. Gutter width 0.5M depth 0.5m,M5 grouted rubble mas.75, after the installation of steel tube, compacted graend structure of gravity, placed on soft rock base surface, pipe concrete C20 on a pedestal. Pipe trench excavation slope 1:0-ent to establish 12 town Pier, 8 expansion joint. Town pier for the closedpipe water supply, the competent 1.4m, long 1063.506m, two asymmetric "y" pipe, diameter 0.8M, single 10m. Compet-pipe, single-illline on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backf hydropower station penstock pipes arranged along the ridge?-y, set maintenance step ladder on the left side, 1.0M wide. Yongxingheslope 1:0.75 with M5 grouted rubble slope protection, 0.3M, bottom side sewer, 0.25m wide, deep 0.3m,M5 grouted rubble masonrend structure of gravity, base surface into bedrock, pipe excavation -sliding bearing. Town pier for the closed-er spacing 8M, sidee, diameter 0.8M, single root long 8.3M. Competent to establish 12 town Pier, 107 buttress, telescopic section 11. Support Pisymmetric "Bu" type support tub-en type Ming tube, single tube joint water way, competent diameter 1.3M, long 931.00m, two root nonhang along Ridge is line layout, and slope surface contour close vertical, Guan Po with original ground line changes, used oplane She metal structure installation 9.1 main engineering profile yongxing river level hydropower station pressure pipe pipeline pon Main characteristics of hydraulic metal structure number project name gate, trash rack, door (gate ... Pressure pipe and t2 hydropower stati-air exposed pipe, single pipe joint water supply 1.4m 1063.506 m 0.8M 10*2m table 1-air exposed pipe, single pipe joint water supply 1.3M 931m 0.8M 8.3*2m 22 hydropower station penstock open-ipe length 11 hydropower station penstock open1 the main characteristics of the penstock number item parameter type controller size head a long pipe diameter p-3. Table 1-1~1-1 hoist equipment and electrical equipment. Concrete pressure pipe, gate, trash and hoisting device project property listiary station metal junction at about 19.5 t, containing sand Gate 1 hole, water inlet water gate and trash the 1 hole; their auxil uth work door and the stopped dirt gate the 1 hole, Qian pool work door and the stopped dirt gate the 1 hole; Secondary powerter moining annex); level power station metal structure about 52.5 t, containing discharge Gate 2 hole, rushed sand Gate 1 hole, waevel power station pressure pipe total about 562t (containing annex); II level power station pressure pipe about 733 t (contametal structure, which l4 ?取得相应专业中专学历～受聘担任医(药、护、技)师职务满7年。 ?取得相应专业大专学历～从事医(药、护、技)师工作满6年。 ?取得相应专业本科学历～从事医(药、护、技)师工作满4年。 ?取得相应专业硕士学位～从事医(药、护、技)师工作满2年。 ?取得相应专业博士学位。 ,三,有下列情况之一的～不得申请参加临床医学、预防医学、全科医学、药学、护理、技术专业技术资格的考试。 1、医疗事故责任者未满3年。 2、医疗差错责任者未满1年。 3、受到行政处分者在处分时期内。 4、伪造学历或在考试期间有违纪行为未满2年。 5、省级卫生行政部门规定的其它情形。 有关事宜 1、按照《关于加强城市社区卫生人才队伍建设的指导意见》,国人部发[2006]69号,有关规定～凡到社区卫生服务机构工作的医师、护师～可提前一年参加全国卫生技术中级资 1 hydropower station pens1 the main characteristics of the penstock number item parameter type controller size head a long pipe diameter pipe length 1-3. Table 1-1~1-ent. Concrete pressure pipe, gate, trash and hoisting device project property list 1quipmt, containing sand Gate 1 hole, water inlet water gate and trash the 1 hole; their auxiliary hoist equipment and electrical e te the 1 hole, Qian pool work door and the stopped dirt gate the 1 hole; Secondary power station metal junction at about 19.5irt gaal structure about 52.5 t, containing discharge Gate 2 hole, rushed sand Gate 1 hole, water mouth work door and the stopped dl about 562t (containing annex); II level power station pressure pipe about 733 t (containing annex); level power station metmetal structure, which level power station pressure pipe tota—s standard pressureand 1:100 slope drainage to gutters. Gutter width 0.5M depth 0.5m,M5 grouted rubble masonry. 9.2 main engineering content thi .75, after the installation of steel tube, compacted gravel backfill material to the surface,end structure of gravity, placed on soft rock base surface, pipe concrete C20 on a pedestal. Pipe trench excavation slope 1:0-nsion joint. Town pier for the closedlish 12 town Pier, 8 expapipe water supply, the competent 1.4m, long 1063.506m, two asymmetric "y" pipe, diameter 0.8M, single 10m. Competent to estab-pipe, single-al slope contour lines, Guan Po changes with the original ground line, with shallow backfillhydropower station penstock pipes arranged along the ridge line on the plane, and nearly vertic ?-left side, 1.0M wide. Yongxinghe lope protection, 0.3M, bottom side sewer, 0.25m wide, deep 0.3m,M5 grouted rubble masonry, set maintenance step ladder on theend structure of gravity, base surface into bedrock, pipe excavation slope 1:0.75 with M5 grouted rubble s-sliding bearing. Town pier for the closed-3M. Competent to establish 12 town Pier, 107 buttress, telescopic section 11. Support Pier spacing 8M, sidesymmetric "Bu" type support tube, diameter 0.8M, single root long 8.-water way, competent diameter 1.3M, long 931.00m, two root nonslope surface contour close vertical, Guan Po with original ground line changes, used open type Ming tube, single tube joint , and ain engineering profile yongxing river level hydropower station pressure pipe pipeline plane Shang along Ridge is line layoutmetal structure number project name gate, trash rack, door (gate ... Pressure pipe and the metal structure installation 9.1 m2 hydropower station Main characteristics of hydraulic -air exposed pipe, single pipe joint water supply 1.4m 1063.506 m 0.8M 10*2m table 1-air exposed pipe, single pipe joint water supply 1.3M 931m 0.8M 8.3*2m 22 hydropower station penstock open-tock open 5 — 格的全科医学、社区护理专业类别的考试。 2、报名参加2012年度卫生专业技术资格各级别考试的人员～其学历取得日期和从事本专业工作年限均截止2011年12月31日。报名条件中有关专业学历或学位的规定～是指国家教育和卫生行政部门认可的正规院校毕业学历或学位。 3、报名人员可根据本人所从事的专业工作～在《卫生专业技术资格考试专业目录》中选择报考相应专业类别。凡报考《卫生专业技术资格考试专业目录》中专业代码为301至365专业的人员～应具有相应专业执业医师资格～并在报名时提交相应专业执业医师资格证书。因工作岗位变动～需报考现岗位专业类别的人员～其从事现岗位专业工作时间须满2年。 4、卫生专业技术资格考试相关专业科目成绩实行两年为一个周期的滚动#管理#～在连续两个考试年度内通过同一专业4个科目的考试～可取得该专业资格证书。对不同专业,含主亚专业,之间各科目的考试合格成绩～不得作为同一专业合并计算。已参加卫生专业技术资格部分专业考试的人员～在规定的时限内报名参加剩余科目考试时须使用原档案号～否则成绩不予滚动。对单科考试合格成绩在有效期内～onry. 9.2 main engineering content this standard pressurevel backfill material to the surface, and 1:100 slope drainage to gutters. Gutter width 0.5M depth 0.5m,M5 grouted rubble mas.75, after the installation of steel tube, compacted graend structure of gravity, placed on soft rock base surface, pipe concrete C20 on a pedestal. Pipe trench excavation slope 1:0-ent to establish 12 town Pier, 8 expansion joint. Town pier for the closedpipe water supply, the competent 1.4m, long 1063.506m, two asymmetric "y" pipe, diameter 0.8M, single 10m. Compet-pipe, single-illline on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backf hydropower station penstock pipes arranged along the ridge?-y, set maintenance step ladder on the left side, 1.0M wide. Yongxingheslope 1:0.75 with M5 grouted rubble slope protection, 0.3M, bottom side sewer, 0.25m wide, deep 0.3m,M5 grouted rubble masonrend structure of gravity, base surface into bedrock, pipe excavation -sliding bearing. Town pier for the closed-er spacing 8M, sidee, diameter 0.8M, single root long 8.3M. Competent to establish 12 town Pier, 107 buttress, telescopic section 11. Support Pisymmetric "Bu" type support tub-en type Ming tube, single tube joint water way, competent diameter 1.3M, long 931.00m, two root nonhang along Ridge is line layout, and slope surface contour close vertical, Guan Po with original ground line changes, used oplane She metal structure installation 9.1 main engineering profile yongxing river level hydropower station pressure pipe pipeline pon Main characteristics of hydraulic metal structure number project name gate, trash rack, door (gate ... Pressure pipe and t2 hydropower stati-air exposed pipe, single pipe joint water supply 1.4m 1063.506 m 0.8M 10*2m table 1-air exposed pipe, single pipe joint water supply 1.3M 931m 0.8M 8.3*2m 22 hydropower station penstock open-ipe length 11 hydropower station penstock open1 the main characteristics of the penstock number item parameter type controller size head a long pipe diameter p-3. Table 1-1~1-1 hoist equipment and electrical equipment. Concrete pressure pipe, gate, trash and hoisting device project property listiary station metal junction at about 19.5 t, containing sand Gate 1 hole, water inlet water gate and trash the 1 hole; their auxil uth work door and the stopped dirt gate the 1 hole, Qian pool work door and the stopped dirt gate the 1 hole; Secondary powerter moining annex); level power station metal structure about 52.5 t, containing discharge Gate 2 hole, rushed sand Gate 1 hole, waevel power station pressure pipe total about 562t (containing annex); II level power station pressure pipe about 733 t (contametal structure, which l6 因工作变动等原因～到异地参加本专业剩余科目考试并合格的～由该地区进行数据合成统计～并由当地人力资源社会保障部门核发该专业资格证书。 5、按照《关于做好香港、澳门居民参加内地统一举行的专业技术人员资格考试有关问题的通知》,国人部发[2005]9号,和《关于向台湾居民开放部分专业技术人员资格考试有关问题的通知》,国人部发[2007]78号,要求～做好香港、澳门、台湾居民参加卫生专业技术资格考试相关工作。 6、按照《关于军队卫生人员参加国家统一组织的卫生专业技术资格考试有关问题的通知》,人社厅发【2011】16号,要求～做好军队卫生人员参加卫生专业技术资格考试相关工作。 三、报名工作、准考证打印 考试报名全国统一采用网上报名方式。报名工作分以下几个阶段进行: ,一,网上报名:2011年12月20日至2012年1月8日期间～考生可登录中国卫生人才网 ,,～进入卫生专业技术资格考试报名平台的个人报名入口～注册用户～并以该用户登录。在网上填写个人报名信息～上传报名数码照片,近期、正面、 slope surface contour close vertical, Guan Po with original ground line changes, used open type Ming tube, single tube joint , and ain engineering profile yongxing river level hydropower station pressure pipe pipeline plane Shang along Ridge is line layoutmetal structure number project name gate, trash rack, door (gate ... Pressure pipe and the metal structure installation 9.1 m2 hydropower station Main characteristics of hydraulic -air exposed pipe, single pipe joint water supply 1.4m 1063.506 m 0.8M 10*2m table 1-air exposed pipe, single pipe joint water supply 1.3M 931m 0.8M 8.3*2m 22 hydropower station penstock open-tock open1 hydropower station pens1 the main characteristics of the penstock number item parameter type controller size head a long pipe diameter pipe length 1-3. Table 1-1~1-ent. Concrete pressure pipe, gate, trash and hoisting device project property list 1quipmt, containing sand Gate 1 hole, water inlet water gate and trash the 1 hole; their auxiliary hoist equipment and electrical e te the 1 hole, Qian pool work door and the stopped dirt gate the 1 hole; Secondary power station metal junction at about 19.5irt gaal structure about 52.5 t, containing discharge Gate 2 hole, rushed sand Gate 1 hole, water mouth work door and the stopped dl about 562t (containing annex); II level power station pressure pipe about 733 t (containing annex); level power station metmetal structure, which level power station pressure pipe tota—s standard pressureand 1:100 slope drainage to gutters. Gutter width 0.5M depth 0.5m,M5 grouted rubble masonry. 9.2 main engineering content thi .75, after the installation of steel tube, compacted gravel backfill material to the surface,end structure of gravity, placed on soft rock base surface, pipe concrete C20 on a pedestal. Pipe trench excavation slope 1:0-nsion joint. Town pier for the closedlish 12 town Pier, 8 expapipe water supply, the competent 1.4m, long 1063.506m, two asymmetric "y" pipe, diameter 0.8M, single 10m. Competent to estab-pipe, single-al slope contour lines, Guan Po changes with the original ground line, with shallow backfillhydropower station penstock pipes arranged along the ridge line on the plane, and nearly vertic ?-left side, 1.0M wide. Yongxinghe lope protection, 0.3M, bottom side sewer, 0.25m wide, deep 0.3m,M5 grouted rubble masonry, set maintenance step ladder on theend structure of gravity, base surface into bedrock, pipe excavation slope 1:0.75 with M5 grouted rubble s-sliding bearing. Town pier for the closed-3M. Competent to establish 12 town Pier, 107 buttress, telescopic section 11. Support Pier spacing 8M, sidesymmetric "Bu" type support tube, diameter 0.8M, single root long 8.-water way, competent diameter 1.3M, long 931.00m, two root non 7 — 免冠、白底、小二寸,～可反复修改～每修改保存一次即生成新的验证码～确认后打印带有最终验证码的《2012年度卫生专业技术资格考试报名表》,以下简称报名表,。 由考生单位人事部门审查考生报考资格及有关证件～对网上填报的考试报名表所填内容及上传的考生报名照片核实后审核人签字～加盖单位人事部门公章～身份证、毕业证、资格证复印件上审核人也要签字～加盖单位人事部门公章。 ,二,现场资格审查和交费:2012年1月4日至6日～邯郸市人事培训考试中心信息管理处,高开区世纪大街23号～市政府综合办公楼3层会议室,进行报考人员资格审查和网上报名的信息确认、收费工作。 进行现场报名资格审查时～主管单位需持本单位报名汇总表,附件1,及报考人员的报名表、身份证、毕业证、资格证原件及复印件,使用A4纸复印,复印件上单位审查人签字并加盖单位人事部门公章,各一份。 ,三,准考证打印:自2012年4月20日起～考生可登录中国卫生人才网,,打印准考证～截止时间为5月27日。 四、考试收费 根据河北省物价局、河北省财政厅《关于调整、规范我onry. 9.2 main engineering content this standard pressurevel backfill material to the surface, and 1:100 slope drainage to gutters. Gutter width 0.5M depth 0.5m,M5 grouted rubble mas.75, after the installation of steel tube, compacted graend structure of gravity, placed on soft rock base surface, pipe concrete C20 on a pedestal. Pipe trench excavation slope 1:0-ent to establish 12 town Pier, 8 expansion joint. Town pier for the closedpipe water supply, the competent 1.4m, long 1063.506m, two asymmetric "y" pipe, diameter 0.8M, single 10m. Compet-pipe, single-illline on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backf hydropower station penstock pipes arranged along the ridge?-y, set maintenance step ladder on the left side, 1.0M wide. Yongxingheslope 1:0.75 with M5 grouted rubble slope protection, 0.3M, bottom side sewer, 0.25m wide, deep 0.3m,M5 grouted rubble masonrend structure of gravity, base surface into bedrock, pipe excavation -sliding bearing. Town pier for the closed-er spacing 8M, sidee, diameter 0.8M, single root long 8.3M. Competent to establish 12 town Pier, 107 buttress, telescopic section 11. Support Pisymmetric "Bu" type support tub-en type Ming tube, single tube joint water way, competent diameter 1.3M, long 931.00m, two root nonhang along Ridge is line layout, and slope surface contour close vertical, Guan Po with original ground line changes, used oplane She metal structure installation 9.1 main engineering profile yongxing river level hydropower station pressure pipe pipeline pon Main characteristics of hydraulic metal structure number project name gate, trash rack, door (gate ... Pressure pipe and t2 hydropower stati-air exposed pipe, single pipe joint water supply 1.4m 1063.506 m 0.8M 10*2m table 1-air exposed pipe, single pipe joint water supply 1.3M 931m 0.8M 8.3*2m 22 hydropower station penstock open-ipe length 11 hydropower station penstock open1 the main characteristics of the penstock number item parameter type controller size head a long pipe diameter p-3. Table 1-1~1-1 hoist equipment and electrical equipment. Concrete pressure pipe, gate, trash and hoisting device project property listiary station metal junction at about 19.5 t, containing sand Gate 1 hole, water inlet water gate and trash the 1 hole; their auxil uth work door and the stopped dirt gate the 1 hole, Qian pool work door and the stopped dirt gate the 1 hole; Secondary powerter moining annex); level power station metal structure about 52.5 t, containing discharge Gate 2 hole, rushed sand Gate 1 hole, waevel power station pressure pipe total about 562t (containing annex); II level power station pressure pipe about 733 t (contametal structure, which l8 省人事系统专业技术和执,职,业资格考试收费的通知》,冀价行费[2007]4号,文件的有关规定～考试收费按如下标准收取～即:初级资格考试采用纸笔作答方式科目考务费每人每科55元～采用人机对话方式作答科目考务费每人每科75元～其中20元上缴部人才交流中心,中级资格考试采用纸笔作答方式科目考务费每人每科75元～采用人机对话方式作答科目考务费每人每科95元～其中40元上缴部人才交流中心。报名费每人10元。 五、考生须知 1、根据省人事考试中心《关于专业技术人员资格考试实行应试人员"入场摄像～电子验证"的通知》,冀人考发[2006]15号,文件精神～考生应在考前60分钟～凭准考证和本人长期身份证进行入场摄像～电子验证。无长期身份证的考生请务必在考试前携带单位证明信,粘贴本人近期照片～加盖单位骑缝章,、毕业证书、资格证书等有效证件到邯郸市人事培训考试中心考试测评处核实～出具证明后方可参加考试～否则不得进场考试。请各单位务必通知到考生。 2、考场严禁携带手机、电子记事本及一切通讯工具～一经查出～按违纪处理。 slope surface contour close vertical, Guan Po with original ground line changes, used open type Ming tube, single tube joint , and ain engineering profile yongxing river level hydropower station pressure pipe pipeline plane Shang along Ridge is line layoutmetal structure number project name gate, trash rack, door (gate ... Pressure pipe and the metal structure installation 9.1 m2 hydropower station Main characteristics of hydraulic -air exposed pipe, single pipe joint water supply 1.4m 1063.506 m 0.8M 10*2m table 1-air exposed pipe, single pipe joint water supply 1.3M 931m 0.8M 8.3*2m 22 hydropower station penstock open-tock open1 hydropower station pens1 the main characteristics of the penstock number item parameter type controller size head a long pipe diameter pipe length 1-3. Table 1-1~1-ent. Concrete pressure pipe, gate, trash and hoisting device project property list 1quipmt, containing sand Gate 1 hole, water inlet water gate and trash the 1 hole; their auxiliary hoist equipment and electrical e te the 1 hole, Qian pool work door and the stopped dirt gate the 1 hole; Secondary power station metal junction at about 19.5irt gaal structure about 52.5 t, containing discharge Gate 2 hole, rushed sand Gate 1 hole, water mouth work door and the stopped dl about 562t (containing annex); II level power station pressure pipe about 733 t (containing annex); level power station metmetal structure, which level power station pressure pipe tota—s standard pressureand 1:100 slope drainage to gutters. Gutter width 0.5M depth 0.5m,M5 grouted rubble masonry. 9.2 main engineering content thi .75, after the installation of steel tube, compacted gravel backfill material to the surface,end structure of gravity, placed on soft rock base surface, pipe concrete C20 on a pedestal. Pipe trench excavation slope 1:0-nsion joint. Town pier for the closedlish 12 town Pier, 8 expapipe water supply, the competent 1.4m, long 1063.506m, two asymmetric "y" pipe, diameter 0.8M, single 10m. Competent to estab-pipe, single-al slope contour lines, Guan Po changes with the original ground line, with shallow backfillhydropower station penstock pipes arranged along the ridge line on the plane, and nearly vertic ?-left side, 1.0M wide. Yongxinghe lope protection, 0.3M, bottom side sewer, 0.25m wide, deep 0.3m,M5 grouted rubble masonry, set maintenance step ladder on theend structure of gravity, base surface into bedrock, pipe excavation slope 1:0.75 with M5 grouted rubble s-sliding bearing. Town pier for the closed-3M. Competent to establish 12 town Pier, 107 buttress, telescopic section 11. Support Pier spacing 8M, sidesymmetric "Bu" type support tube, diameter 0.8M, single root long 8.-water way, competent diameter 1.3M, long 931.00m, two root non 9 — 附件:1(2012年卫生专业资格考试报名汇总表 2(卫生专业技术资格考试专业目录 二〇一一年十二月七日 onry. 9.2 main engineering content this standard pressurevel backfill material to the surface, and 1:100 slope drainage to gutters. Gutter width 0.5M depth 0.5m,M5 grouted rubble mas.75, after the installation of steel tube, compacted graend structure of gravity, placed on soft rock base surface, pipe concrete C20 on a pedestal. Pipe trench excavation slope 1:0-ent to establish 12 town Pier, 8 expansion joint. Town pier for the closedpipe water supply, the competent 1.4m, long 1063.506m, two asymmetric "y" pipe, diameter 0.8M, single 10m. Compet-pipe, single-illline on the plane, and nearly vertical slope contour lines, Guan Po changes with the original ground line, with shallow backf hydropower station penstock pipes arranged along the ridge?-y, set maintenance step ladder on the left side, 1.0M wide. Yongxingheslope 1:0.75 with M5 grouted rubble slope protection, 0.3M, bottom side sewer, 0.25m wide, deep 0.3m,M5 grouted rubble masonrend structure of gravity, base surface into bedrock, pipe excavation -sliding bearing. Town pier for the closed-er spacing 8M, sidee, diameter 0.8M, single root long 8.3M. Competent to establish 12 town Pier, 107 buttress, telescopic section 11. Support Pisymmetric "Bu" type support tub-en type Ming tube, single tube joint water way, competent diameter 1.3M, long 931.00m, two root nonhang along Ridge is line layout, and slope surface contour close vertical, Guan Po with original ground line changes, used oplane She metal structure installation 9.1 main engineering profile yongxing river level hydropower station pressure pipe pipeline pon Main characteristics of hydraulic metal structure number project name gate, trash rack, door (gate ... Pressure pipe and t2 hydropower stati-air exposed pipe, single pipe joint water supply 1.4m 1063.506 m 0.8M 10*2m table 1-air exposed pipe, single pipe joint water supply 1.3M 931m 0.8M 8.3*2m 22 hydropower station penstock open-ipe length 11 hydropower station penstock open1 the main characteristics of the penstock number item parameter type controller size head a long pipe diameter p-3. Table 1-1~1-1 hoist equipment and electrical equipment. Concrete pressure pipe, gate, trash and hoisting device project property listiary station metal junction at about 19.5 t, containing sand Gate 1 hole, water inlet water gate and trash the 1 hole; their auxil uth work door and the stopped dirt gate the 1 hole, Qian pool work door and the stopped dirt gate the 1 hole; Secondary powerter moining annex); level power station metal structure about 52.5 t, containing discharge Gate 2 hole, rushed sand Gate 1 hole, waevel power station pressure pipe total about 562t (containing annex); II level power station pressure pipe about 733 t (contametal structure, which l10