1级2级建造师执业规模标准

1级2级建造师执业规模 注册建造师执业规模标准 (房屋建筑工程) *注:1.大中型工程项目负责人必须由本专业注册建造师担任; 2.一级注册建造师可担任大中小型工程项目负责人，二级注册建造师可担任中小型工程项目负责人。 规 模 序工程单 小号类别项目名称 位备 注 大型 中型 型 层<5?25 5,25 建筑物层数 米15,100<15?100 建筑物高度 工业、民用与公共建米15,30<15?30 单跨跨度 筑工程 一般平<30房屋方?300003000,3单体建筑面积001 建筑米 0000 工程 平<30住宅小区或建筑群方?100003000,1建筑群建筑面00体工程 米0 00000 积 万其他一般房屋建筑?3000300,30<30单项工程元工程 00 0 额 平<20冷却塔及附属工程方2000,3>3500 00淋水面积 米500 高耸 构筑2 物工米25,120<25程 高耸构筑物工程 ?120 构筑物高度 其他高耸构筑物工万?3000300,30<30单项工程合同model chord length must not be less than 2m, for each of the specifications of the tank production 2. Linear model must be less than 1M. Measurement of weld angular deformation of arc model, its chord length must not be less than 1M, making 2 blocks. Precast process in accordance with the Setup in order to meet the requirements, prefabricated plates should make good marks, respectively in order to facilitate subsequent installation. 7.2.4 die and the model making die making due to tank wall, and roof thin, find round Hou as store inappropriate will will produced deformation, special making wall Board and roof die the a, following figure by shows: model making tank in prefabricated assembled and the test process in the by using of model requirements following: arc model string long shall not is less than 2m, for each species specifications of tank the making 2 block. Linear model must be less than 1M. Measurement of weld angular deformation of arc model, its chord length must not be less than 1M, making 2 blocks. Sample thickness δ =0.75 metal production. Backplane precast precast floor should be carried out according to the design drawings. Bottom row plate design should be enlarged in diameter 0.1%~0.2% diameter to compensate for welding contraction. Bow-plate butt joint gap should be used (see the following figure), the lateral clearance, E1 should be for 6 ~7mm, E2, should be 8~12mm inside clearance. Floor distance between any adjacent welds shall be not less than 300mm. 7.2.5 bow-edge plates the size of deviation shall meet the following requirements: site tolerance (mm) length of AB, CD ? 2 width difference between AC and BD, EF ? 2 diagonal | AD-BC| ? 3 7.2.6 each tank floor should be smooth without mutation, partial linear model check for smoothness, its clearance ? 5mm. 7.3 7.3.1 panel wall Board prefabrication 程 元 00 0 额 房屋建筑地基与基层<5?25 5,25 建筑物层数 础工程 构筑物地基与基础米25,100<25?100 构筑物高度 工程 地基米<3基坑围护工程 ?8 3,8 基坑深度 与基 3 础工 程 软弱地基处理工程米<4地基处理深度?13 4,13 万其他地基与基础工?1000100,10<10单项工程合同元程 00 0 额 万 立15,60<15挖方或填方工程 方?60 土石方量 土石米 4 方工 程 万其它挖方或填方工?3000300,30<30单项工程合同元程 00 0 额 平 仿古建筑工程、园林方200,80<20单体建筑面积?800 建筑工程 米0 0 平国家级重点文物保园林方无修缮建筑面积护单位的古建筑修?200 <200 古建米 5 缮工程 筑工 程 平省级重点文物保护方100,30<10修缮建筑面积单位的古建筑修缮?300 米0 0 工程 其它园林古建筑工万?1000200,10<20单项工程合同 model chord length must not be less than 2m, for each of the specifications of the tank production 2. Linear model must be less than 1M. Measurement of weld angular deformation of arc model, its chord length must not be less than 1M, making 2 blocks. Precast process in accordance with the Setup in order to meet the requirements, prefabricated plates should make good marks, respectively in order to facilitate subsequent installation. 7.2.4 die and the model making die making due to tank wall, and roof thin, find round Hou as store inappropriate will will produced deformation, special making wall Board and roof die the a, following figure by shows: model making tank in prefabricated assembled and the test process in the by using of model requirements following: arc model string long shall not is less than 2m, for each species specifications of tank the making 2 block. Linear model must be less than 1M. Measurement of weld angular deformation of arc model, its chord length must not be less than 1M, making 2 blocks. Sample thickness δ =0.75 metal production. Backplane precast precast floor should be carried out according to the design drawings. Bottom row plate design should be enlarged in diameter 0.1%~0.2% diameter to compensate for welding contraction. Bow-plate butt joint gap should be used (see the following figure), the lateral clearance, E1 should be for 6 ~7mm, E2, should be 8~12mm inside clearance. Floor distance between any adjacent welds shall be not less than 300mm. 7.2.5 bow-edge plates the size of deviation shall meet the following requirements: site tolerance (mm) length of AB, CD ? 2 width difference between AC and BD, EF ? 2 diagonal | AD-BC| ? 3 7.2.6 each tank floor should be smooth without mutation, partial linear model check for smoothness, its clearance ? 5mm. 7.3 7.3.1 panel wall Board prefabrication 程 元 00 0 额 米10,30<10?30 钢结构跨度 吨?1000100,10<10总重量 钢结构建筑物或构 00 0 筑物工程(包括轻钢 结构工程) 平<30方?200003000,2单体建筑面积00米 0000 米10,70<10网架工程边长钢结?70 6 构工 程 吨50,300<50?300 总重量 网架结构的制作安 装工程 平 方?6000200,60<20单体建筑面积 米 00 0 万?3000300,30<30单项工程合同其他钢结构工程 元 00 0 额 建筑万防水各类房屋建筑防水50,200<50单项工程合同7 元?200 工程工程 额 防腐万保温各类防腐保温工程50,200<50单项工程合同8 元?200 工程 额 附着各类附着升降脚手升降米15,80<159 架设计、制作、安装?80 高度 脚手 工程 架 ?25 5,25 建筑物层数 10金属铝合金、塑钢等金属层<5 model chord length must not be less than 2m, for each of the specifications of the tank production 2. Linear model must be less than 1M. Measurement of weld angular deformation of arc model, its chord length must not be less than 1M, making 2 blocks. Precast process in accordance with the Setup in order to meet the requirements, prefabricated plates should make good marks, respectively in order to facilitate subsequent installation. 7.2.4 die and the model making die making due to tank wall, and roof thin, find round Hou as store inappropriate will will produced deformation, special making wall Board and roof die the a, following figure by shows: model making tank in prefabricated assembled and the test process in the by using of model requirements following: arc model string long shall not is less than 2m, for each species specifications of tank the making 2 block. Linear model must be less than 1M. Measurement of weld angular deformation of arc model, its chord length must not be less than 1M, making 2 blocks. Sample thickness δ =0.75 metal production. Backplane precast precast floor should be carried out according to the design drawings. Bottom row plate design should be enlarged in diameter 0.1%~0.2% diameter to compensate for welding contraction. Bow-plate butt joint gap should be used (see the following figure), the lateral clearance, E1 should be for 6 ~7mm, E2, should be 8~12mm inside clearance. Floor distance between any adjacent welds shall be not less than 300mm. 7.2.5 bow-edge plates the size of deviation shall meet the following requirements: site tolerance (mm) length of AB, CD ? 2 width difference between AC and BD, EF ? 2 diagonal | AD-BC| ? 3 7.2.6 each tank floor should be smooth without mutation, partial linear model check for smoothness, its clearance ? 5mm. 7.3 7.3.1 panel wall Board prefabrication 门窗门窗工程 工程 米15,80<15 ?80 建筑物高度 平<10方?80001000,8单体建筑面积00米 000 万100,50<10单项工程合同元?500 0 0 额 米10,30<10?30 跨度 预应11各类房屋建筑预应力工万 力工程 100,80<10单项工程合同程 元?800 0 0 额 级