新二级建造师理实务考试重点纪
建筑工程技术求
建筑装修程中结构变动增加荷载时应注意：
1 涉体承重结构时必须原设计单位具备相应资质设计单位核查关原始资料2 建筑装饰装修施工中严禁违反设计文件擅改动建筑体承重结构功严禁未设计确认关部门批准擅修改水暖电燃气通信等配套设施
2 跨度位移： F5QL4384EI影响位移素荷载外：材料性构件截面构件跨度
5 类二类三类环境中设计年限50 年结构混凝土水灰水泥量低混凝土强度等级氯离子含量碱含量求
2 梁受力钢筋混凝土等级≤C20时钢筋混凝土保护层厚度300mm混凝土等级≥C25时保护层厚度25 mm钢筋直径 d
6 板混凝土强度等级≤C20时混凝土保护层20mm等级≥C25时保护层厚度15mm
二层砌体屋房： 2 横墙应满足列求（刚性刚弹性方案）
1) 开洞口时面积超横墙面积50 2）厚度宜180mm 3）单层房屋横墙长度宜高度层长度宜H2 4）满足述求时应高度进行验算
3跨度6m屋架跨度48m梁应设置混凝土钢筋混凝土垫层
() 层砖房抗震措施：
1 设置构造柱截面采240mm×180mm 2构造柱必须圈梁连接3墙构造柱连接处砌成马牙槎：应高500mm设置2∮6水拉结钢筋边伸入墙宜10m 4构造柱必单独设置柱基构造柱应伸入室外标高500 mm
5 墙承重须横墙墙中设置构造柱应楼板处预留相应构造柱宽度板锋混凝土时浇灌6 构造柱竖钢筋末端应成钩状接头采绑扎搭接长度宜35倍钢筋直径7 斜交抗震墙交界处应增设构造柱效截面积240mm×180mm
(三) 楼梯间应符合列求：
1 7度8度时隔400mm设2∮4通长钢筋
2 7度8度时楼梯间门厅墙阳角处梁支承长度应500mm圈梁连接
3 装配式楼梯段应台板梁连接应采墙中悬挑式踏步踏步竖肋插入墙体楼梯应采筋砖砌拦板
4 突出房屋楼梯间电梯间构造柱芯柱应伸顶部顶部圈梁连接
(三) 等级声源(考点)
推土机挖掘机装载机昼间75Db(A)夜间55 Db(A)类桩机等昼间85 Db(A)夜间禁止施工混凝土搅拌机振捣棒电锯昼间70 Db(A)夜间55 Db(A)装修吊车升降机等昼间65 Db(A)夜间55 Db(A)
建筑材料1 建筑钢材种类：低碳钢（含碳量025）中碳钢（含碳量025～06）高碳钢（含碳量06）低合金钢（总含量5）中合金刚（总含量5～10）高合金钢（总含量10）质量等级磷硫杂志含量少 D级质量2 建筑钢材力学性拉伸性击性疲劳性
4 常水泥技术求初凝时间均低45分钟硅酸盐水泥终凝时间长65h五类常水泥长10h
5 水泥散装袋装袋净含量50kg应少标志质量99机抽取20袋总质量（含包装）应少1000kg
（6 混凝土拌合物易性：流动性黏聚性保水性等三方面含义
7 混凝土耐久性：抗渗性抗冻性抗浸湿性混凝土碳化（中性化）碱骨料反应
二十二石材建筑陶瓷1 天然花岗岩：酸性石材耐火弯曲强度8Mpa室外均面积超200方米时做放射性检验
2 天然理石：碱性材料（汉白玉艾叶青）弯曲强度7Mpa适室3 陶瓷砖：吸水率10室外10适室外严寒区吸水率越抗冻性越档次越高4 节水型普通型座便器水量分6L9L蹲便器分8L11L便器分3L5L
6 衡含水率：国西部东北约8华北约12长江流域约18南方约217 木材变形：纹方径较弦
二十三造板胶合板：Ⅰ类供室外条件Ⅱ类供潮湿条件Ⅲ类供干燥条件室胶合板甲醛释放量分EO(直接适室)E1（直接室）E2（必须饰面处理方允许室）三级
Ⅰ类民建筑工程室装修必须采E1类造木板饰面造木板强制性条款Ⅱ类民建筑工程室装修宜采E1类造木板饰面造木板采E2类造木板时直接暴露空气部位应进行表面涂覆密封处理
二十五塑料道1 硬聚氯乙烯（PVCU）：温度宜40度冷水难燃水道（非饮水）
2 氯化聚氯乙烯（PVCC）：阻燃胶水毒冷热水
3 规聚聚丙烯（PPR）：毒害生锈腐蚀抗紫外线力差阳光长期射易老化属燃材料引水4 丁烯（PB）5 交联乙烯（PEX）：阳光射加速老化缩短寿命
第二建筑工程技术
三土方开挖
1 原：开槽支撑先撑挖分层开挖严禁超挖
2 程序：测量放线→分层开挖→排降水→修坡→整→留足预留土层
3 移动运输工具机械应距基坑部边缘少2m堆置高度应超15m
6 填方土料般选淤泥淤泥质土膨胀土机质8土含水量符合压实求黏性土
三基坑验槽
1 验槽时必备资料：
详勘阶段岩土工程勘察报告附基础面结构总说明施工阶段结构图必须提供文件记录
2 验槽总监理工程师建设单位项目负责组织建设监理勘察设计施工单位项目负责技术质量负责设计求关规定进行（案例中考）
4 验槽方法：观察法钎探法轻型动力触探：列情况时应基坑底普遍进行轻型动力触探（现场轻型动力触探代钎探）：持力层明显均匀 浅部软弱卧层 浅埋坑穴古墓古井等直接观察难发现时 报告设计文件规定应进行轻型动力触探时
四砖基础
1 施工准备工作点：砖应提前12天浇水湿润
2 砖基础施工技术求 ：1) 砖基础般做成阶梯形放脚放脚等高式间隔式 2) 砖基础放脚般采丁砌筑形式砖基础转角处交接处错缝需加砌配转3) 砖基础水灰缝厚度垂直灰缝宽度宜10mm水灰缝砂浆饱满度80皮砖挂线皮数杆偏差值超10mm 4) 砖基础底标高时应低处砌起应高处低处搭砌设计求时搭砌长度应砖基础放脚高度5) 砖基础转角处交接处应时砌筑时砌筑时应留置斜槎 6) 基础墙防潮层设计具体求宜1：2水泥砂浆加适量防水剂铺设厚度宜20mm防潮层位置宜室面标高皮砖处
五混凝土施工
2 台阶式基础施工台阶分层次浇筑完毕允许留设施工缝
3 条形基础深度宜分段分层连续浇筑混凝土般留施工缝段间浇注长度控制2000～3000mm距离4 设备基础般分层浇筑保证层间留施工缝层混凝土厚度200～300mm5 体积混凝土采分层浇筑时应保证层混凝土初凝前层混凝土浇筑完毕6 体积混凝土养护：普通硅酸盐水泥拌制少14天矿渣水泥火山灰水泥等拌制少21天
六体工程施工技术
1 模板工程设计原：实性济性安全性
2 跨度4m现浇钢筋混凝土板梁模板应设计求起拱设计具体求时起拱高度应跨度11000～31000
3 料长度计算：1) 直钢筋料长度构建长度—保护层厚度+弯钩增加长度
2) 弯钢筋料长度直段长度+弯段长度—弯曲调整值+弯钩增加长度
3) 箍筋料长度箍筋周长+箍筋调整值
5 钢筋连接方法焊接（直接承受动力荷载构件结构中钢筋宜采该法）机械连接（钢筋直径宜16mm）绑扎连接（受拉钢筋直径28mm受压刚劲直径32mm时宜采该法轴心受拉偏心受拉杆件受力钢筋直接承受动力荷载结构中受力钢筋均采该法）
施工缝位置应混凝土浇筑前确定宜留结构受剪力较便施工位置符合列求
（1）柱：宜留基础楼板梁顶面梁吊车梁牛腿梁楼板柱帽面
（2）楼板连成整体断面梁 施工缝应留置板底面20mm～30 mm 处板梁托时留置梁托部 （3） 单板施工缝应留置行板短边位置 （4） 次梁楼板宜着次梁方浇筑施工缝应留置次梁跨度中间13 范围 （5）墙施工缝应留置门洞口梁跨中13 范围留横墙交接处 （6） 楼梯施工缝应留踏步板13 处 （7） 双受力楼板体积混凝土拱壳仓设备基础层刚架复杂结构施工缝位置应设计求留设
7 施工缝处继续浇筑时符合列求：已浇筑混凝土抗压强度应12N方毫米8 混凝土采覆盖浇水养护时间采硅酸盐水泥普通硅酸盐水泥矿渣硅酸盐水泥拌制混凝土少7天掺缓凝型外加剂矿物掺合料抗渗性求混凝土少14天
七砌体结构
1 砌筑砂浆分层30mm确保砂浆具良保水性
2 砂浆应采机械搅拌搅拌时间投料完算起：
1) 水泥砂浆水泥混合砂浆少2min
2) 水泥粉煤灰砂浆掺外加剂砂浆少3min
3) 掺机塑化剂砂浆应3～5min
3 砂浆应拌水泥砂浆水泥混合砂浆应3h4h完高气温30℃时应分拌成2h3h完
4 边长707cm正方体试件28d标准养护
5 列墙体部位设置脚手眼
1) 120mm厚墙料石清水墙独立柱
2) 梁梁成60度角三角形范围梁净跨度12高度范围
3) 宽度1m窗门墙 4）砌体门窗洞口两侧200mm转角处45→0mm范围5） 梁梁垫左右500mm范围 6）设计允许设置部位
6 砖墙转角处交接处应时砌筑
九防水工程
2 屋面防水找层排水坡度应符合列求：屋面结构找坡应3材料找坡宜2天沟檐沟找坡应1
3 卷材铺贴方应符合列求：
1) 屋面坡度3时卷材宜行屋脊铺贴 2）屋面坡度3—5时卷材行垂直铺贴
3） 屋面坡度15时屋面受震动时沥青防水卷材垂直铺贴高聚物改性沥青防水卷材合成高分子防水卷材垂直垂直铺贴
十装饰装修工程
（5）吊杆间距1200mm吊杆距龙骨端部距离300mm300mm时应增加吊杆吊杆长度15m时应设置反支撑吊杆设备相遇时应调整增设吊杆
2 工艺流程：弹吊顶标高水线→画龙骨分档线→吊顶分道设备安装调试试件→吊顶安装→龙骨安装→填充材料设置→安装饰面板→安装收口收边压条（案例考点）
3 吊顶工程应列隐蔽工程进行验收
⑴吊顶道设备安装水试压⑵木龙骨防火防腐处理
⑶预埋件拉结筋⑷吊杆安装⑸龙骨安装⑹填充材料设置
4 检验批划分检查数量（考点）
1) 品种吊顶工程没50 间（面积房间走廊吊顶面积30方米间）应划分检验批足应划分检验批
2) 检验批少抽查10少3间足3间应全数检查
5 安装隔热板：方法：刚性连接（适非抗震设防区）柔性连接（适抗震设防区） 7 玻璃砖墙宜15m高施工段
8隔墙检验批划分（考点）
1) 品种轻质隔墙50 间（面积房间走廊吊顶面积30方米间）应划分检验批足应划分检验批2) 板材隔墙骨架隔墙检验批少抽查10少3间足3间应全数检查3) 活动隔墙玻璃隔墙检验批少抽查20少6间足6间应全数检查
3 建筑面工程质量验收（考点）
1) 子分部工程：
1防水求建筑面子分部工程分项工程施工质量蓄水检验记录抽查复验认定铺设材料证明资料
2) 子分部工程感观工程质量综合评价：
A 变形缝位置宽度填缝质量应符合规定 B室建筑面工程子分部工程抽查分作出评价 C 楼梯踏步等工程项目抽查分作出评价
4 饰面板（砖）检验批划分抽查数量（考点）
2) 相材料工艺施工条件室饰面板（砖）50 间（面积房间走廊吊顶面积30方米间）应划分检验批足应划分检验批
3) 相材料工艺施工条件室外饰面板（砖）工程500～1000方米应划分检验批足500方米应划分检验批
4) 室检验批少抽查10少3间足3间应全数检查
5) 室外检验批没100方米应少抽查处处10方米
1) 混凝土墙洞口采射钉膨胀螺钉固定
十二门窗玻璃安装
2 门窗工程复验造模板甲醛含量建筑外墙金属外窗塑料窗抗风压性空气渗透性雨水渗漏性
3 检验批划分检查数量规定（考点）
1) 品种规格类型木门窗金属门窗塑料门窗门窗玻璃100樘应划分检验批足100樘 应划分检验
2) 品种规格类型木门窗金属门窗塑料门窗门窗玻璃检验批少抽查5检验批少抽查10少3樘足3樘应全数检查
3) 产品类型规格特种门50樘应划分检验批足应划分检验批
4) 特种门检验批应少抽查50少10樘足10 樘应全数检查
7 细部工程应列部位进行隐蔽工程验收：预埋件（置预埋件）护栏预埋件连接节点
8 护栏侧楼面高度5m时应厚度12mm钢化玻璃钢化夹层玻璃
2 建筑节工程作分部工程进行验收幕墙节工程建筑节工程分项工程判断隔断热桥措施否固体传热路径否效隔断路径包括：通型材截面通幕墙连接件通螺丝等紧固件中空玻璃边缘间隔条
4 建筑材料保温材料安装应注意三点：保温材料厚度宜设计值保证安装牢固安装程中应采取防潮防湿措施
建筑工程法规相关知识
建设工程项目理规范
1 项目理规划指导项目作指导项目理工作纲领性文件
2 中型项目应单独编制项目理实施规划承办项目理实施规划施工组成设计质量计划代
项目理应履行列职责：（1）项目理目标责书规定职责（2）组织编制项目理实施规划项目目标进行整体理（3）资源进行动态理（4）建立种专业理体系组织实施（5）进行授权范围利益分配（6）收集工程资料准备结算资料参工程竣工验收（7）接受审计处理项目理部解体善工作（8）配合企业进行项目检查鉴定评奖申报工作
8四放原：
（1）事原没查清放 （2）事责者没严肃处理放
（3）广职工没受教育放 （4）防范措施没落实放
9项目文明施工包括列工作：
进行现场文明建设规范场容保持作业环境整洁卫生创造序生产条件减少居民环境利影响
建筑工程施工质量验收统标准
1 施工现场质量理应相应施工技术标准健全质量理体系施工质量检验制度综合施工质量水考核制度
5 建筑工程施工检验批质量验收合格规定
1) 控项目般项目质量抽样检验合格
2) 具完整施工操作质量检查记录
5 分项工程质量验收合格规定
1) 工程含检验批均应符合合格质量规定
2) 分项工程含检验批质量验收记录应完整
6分部(子分部)工程质量验收合格规定
1) 分部(子分部)工程含分项工程质量均应验收合格 2）质量控制资料应完整 3） 基基础体结构设备安装等分部工程关安全功检验抽样检测结果应符合关规定
4） 观感质量验收应符合求
6 单位(子单位)工程质量验收合格规定
1) 单位(子单位)工程含分部(子分部)工程质量均应验收合格 2） 质量控制资料应完整
3） 单位(子单位)工程含分部工程关安全功检测资料应完整
4） 功项目抽查结果应符合相关专业质量验收规范规定
5） 观感质量验收应符合求
建筑部装修设计防火规范
1 装修材料分级：A 燃性 B1 难燃性 B2 燃性 B3 易燃性
6 民建筑般规定（条考）
1) 顶棚墙面表面局部采孔泡沫状塑料时厚度应15mm面积超该房间顶棚墙面积10
2) 建筑外窗房间部装修材料燃烧性等级A级外应章规定基础提高级
3) 图书室资料室档案室存放文物房间顶棚墙面应采A级装修材料面应采低B1级装修材料
4) 中型电子计算机房中央控制室电话总机房等放置特殊贵重设备房间顶棚墙面应采A级装修材料面装修应采低B1级装修材料
5) 消防水泵房排烟机房固定灭火系统钢瓶间配电室变压器室通风空调机房等部装修均应采A级装修材料
6) 然采光楼梯间封闭楼梯间防烟楼梯间前室顶棚墙面面均应采A级装修材料
7) 建筑物设层相连通中庭走马廊开敞楼梯动扶梯时连通部位顶棚墙面应采A级装修材料部位应采低B1级装修材料
8) 防烟分区挡烟垂壁装修材料应采A级装修材料
9) 建筑部变形缝(包括沉降缝伸缩缝抗震缝等)两侧基层应采A级材料表面装修应采低B1级装修材料
10) 建筑部配电箱应直接安装低B1级装修材料
11) 明灯具高温部位非A级装修材料时应采取隔热散热等防火保护措施灯饰材料燃烧性等级应低B1级
12) 建筑水疏散走道安全出口门厅顶棚装饰材料应采A级装修材料部位应采低B1级装修材料
13) 建筑部消火栓门应装饰物遮掩消火栓门四周装修材料颜色应消火栓门颜色明显区
14) 建筑部装修应遮挡消防设施疏散指示标志安全出口应妨碍消防设施疏散走道正常特殊求做改动时应符合国家关消防规范法规规定
15) 建筑物厨房顶棚墙面面均应采A级装修材料
16) 歌舞娱乐放映游艺场（简称歌舞娱乐放映游艺场）设置二级耐火等级建筑四层四层时室装修顶棚材料应采A级装修材料部位应采低B1级装修材料设置层时室装修顶棚墙面材料应采A级装修材料部位应采低B1级装修材料
7 单层层民建筑装动灭火系统时顶棚外部装修材料燃烧性等级表32321规定基础降低级时装火灾动报警装置动灭火系统时顶棚装修材料燃烧性等级表321规定基础降低级装修材料燃烧性等级限制
8 100m高层民建筑800座位观众厅会议厅顶层餐厅外设火灾动报警装置动灭火系统时顶棚外部装修材料燃烧性等级表331规定基础降低级
9 民建筑A级
建筑部装修防火施工验收规范
1 列材料进场应进行见证取样检验：
1) B1B2级纺织织物 2）现场纺织织物进行阻燃处理阻燃剂
3） B1B2级高分子合成材料 4） 现场进行阻燃处理阻燃剂防火涂料
2 列材料应进行抽样检验：
1) 现场阻燃处理纺织织物种取2 ㎡检验燃烧性
2) 施工程中受湿浸燃烧性受影响纺织织物种取2 ㎡检验燃烧性3) 现场阻燃处理木质材料种取4 ㎡检验燃烧性
4) 表面进行加工B1级木质材料种取4㎡检验燃烧性
3木质材料表面进行防火涂料处理时应木质材料表面进行均匀涂刷应少两次第二次涂刷应第次涂层表干进行涂刷防火涂料量应少500 gm24顶棚采泡沫塑料时应涂刷防火涂料防火涂料宜选耐火极限30 min超薄型钢结构防火涂料级饰面型防火涂料湿涂覆值应500gm2涂刷应均匀应少2次
6 工程质量验收应符合列求：（重点）
1) 技术资料应完整 3）装修材料产品见证取样检验结果应满足设计求 3） 装修施工程中抽样检验完工抽样检验结果应符合设计求 4） 现场进行阻燃处理喷涂安装作业抽样检验结果应符合设计求 5） 施工程中控项目检验结果应全部合格 6）施工程中般项目检验结果合格率应达80
10 装修施工关资料审查全部合格施工程全部符合求现场检查抽样检测结果全部合格时应合格
民建筑工程室环境污染控制规范
1 分类：
Ⅰ类：住宅医院幼园等Ⅱ类：办公楼商店等
2 材 料：机非金属建筑材料装修材料
1) 机非金属建筑材料包括砂石砖水泥商品混凝土预制构件新型墙体材料等放射性指标限量射指数（IRa）≤10外射指数（Ir）≤10 2) 机非金属装修材料包括石材建筑卫生陶瓷石膏板吊顶材料等进行分类时表机非金属建筑装修材料放射性指标限量
A射指数（IRa）≤10 外射指数（Ir）≤13 B外射指数（Ir）≤13外射指数（Ir）≤19 3 造木板饰面造木板
1) 民建筑工程室造木板饰面造木板必须测定游离甲醛含量游离甲醛释放量方法：穿孔法环境测试舱干燥法发生争议时应环境测试仓法测定结果准
9 材料选择
1) Ⅰ类民建筑工程必须采A类机非金属建筑材料装修材料
2) Ⅰ类民建筑工程室装修必须采E1类造木板饰面造木板采E2 类造木板时直接暴露空气部位应进行表面涂覆密封处理
建筑基基础工程施工质量验收规范
1 基检验数量单位工程应少3点1000m2工程100m2少应1点3000m2工程300m2少应1点独立基础少1点基槽20延米应点
2 承载力检测数量总数05~1应少3根
3 桩位放样允许偏差：群桩20mm单排桩4 工程桩应进行承载力检验
5 桩身 质量应进行检验 10重工程应电焊接桩接头数10探伤检验
混凝土结构工程施工质量验收规范
1 现浇结构模板安装偏差：层高垂直高度5m时允许偏差6mm5m 时允许偏差8mm2 底模支架拆时混凝土强度应符合设计求 3 二级抗震等级检验强度实测值应符合列规定：
1) 钢筋抗拉强度实测值屈服强度实测值值应125
2) 钢筋屈服强度实测值强度标准值应13
4 中水泥质量怀凝水泥出厂超三月（快硬硅酸盐水泥超月）时应进行复验复验结果钢筋混凝土结构预应力混凝土结构中严禁含氯化物水泥
5 检查数量：生产厂家等级品种批号连续进场水泥袋装超200t批散装超500t批批抽样少次
6 取样试件留置应符合 列规定：
1) 拌制100盘超100立方米配合混凝土取样少次
2) 工作班伴制配合混凝土足100盘时取样少次
3) 次连续浇筑超1000立方米配合混凝土200立方米取样少次
4) 层楼配合混凝土取样少次
13 建筑结构安全等级级跨度40m螺栓球节点钢网架结构连接高强度螺栓应进行表面硬度试验（★）抽查数量规格抽查8
14 碳素结构钢应焊缝冷环境温度低合金结构钢应完成焊接24时进行焊缝探伤检验
15 设计求全焊透二级焊缝应采超声波探伤进行 部缺陷检验（★）
16 焊缝表面裂纹焊瘤等缺陷
建筑装饰装修工程相关技术标准
1 分部工程中子分部工程质量均应验收合格应规范规定进行审核
2 隐框半隐框玻璃幕墙 采结构粘结材料必须时中性硅酸酮结构密封胶必须效期3 体结构幕墙连接预埋件数量规格位置防腐处理必须符合设计求
4 硅酮结构密封胶前应进行相接触材料相容性剥离粘结性实验
5 采胶缝传力全玻璃幕墙胶缝必须采硅酸结构密封胶
6 全玻璃幕墙外应现场注硅酮结构密封胶
7 高层建筑玻璃幕墙安装体结构交施工时应设置防护网距面约3m高度处应设置挑出宽度6m水防护网
8 幕墙工程应采品牌硅酮结构密封胶硅酮耐候密封胶配套
9 金属石墙幕墙体结构连接预埋件设计物明确求时预埋件标高偏差应10mm预埋件位置差应20mm
住宅装饰装修
建筑工程施工理实务
单位工程施工组织设计
3 基础工程施工序：桩基础→土方开挖钎探验槽→垫层→卷材防水施工→室底板→室墙柱→室顶板→墙体防水卷材保护墙→回填土
4 框架柱施工序：柱子钢筋绑扎→柱子模板安装（包括模板支护）→柱子混凝土浇筑→混凝土养护
5 需单独编制施工方案
开挖深度超5m（含5m）基坑槽支护降水工程开挖深度超5m（含5m） 基坑槽土石方开挖工程模板工程现场时电工程现场外电防护工程脚手架工程塔吊施工电梯安拆工程起重吊装工程采工拆爆破拆工程危险性较程
6 列危险性较工程专项施工方案施工企业需求组织具相应资历专家组进行证审查：
1) 开挖深度超5m（含5m）室3层（含3层）深度未超5m（含5m）质条件周围环境线极复杂工程
2) 水混凝土构件模板支撑系统高度超8m跨度超18m施工总荷载10KNM2集中线荷载15KNM模板支撑系统
3) 30m高空施工作业工程4) 城市房屋拆爆破工程
排脚手架高度限值20m双排脚手架高度限值50m需搭设超高度限值脚手架时采取方式采取相应措施：
1) 架高20m采双立杆架高30m采部分卸载措施
2) 架高50m采分段全部卸载措施
3) 采挑挂吊形式附着升降式脚手架等
8 规范剪刀撑搭设构造求
1) 道剪刀撑宽度应4跨应6m斜杆面倾角宜45°~60°间 2) 高度24m单双排脚手架均必须外侧立面两端设置道剪刀撑应底顶连续设置
3) 剪刀撑斜杆等接长宜采搭接连接旋转扣件少3
4) 剪刀撑斜杆应旋转扣件固定相交横水杆伸出端立杆旋转扣件中心线节点距离宜150mm
三 施工质量控制
4 质量控制策：
1) 工作质量确保工程质量 2）严格控制投入品质量
3） 全面控制施工程重点控制工序质量 4）分项工程质量验收关
5） 贯彻预防方针 6）严防系统性素质量变异
3 模板工程施工质量控制：
1) 模板安装 标高尺寸正确位置正确
2) 控制模板起拱高度设计求时起拱高度宜跨度11000~31000
3) 底模支架拆时条件养护试块抗压强度应符合设计求设计求时应符合规范求
4) 模板支架拆时间序必须施工技术方案确定序进行般支先拆先支拆先拆非承重部分拆承重部分
7 起吊时绳索构件水面夹角宜45度（角度增力增）
9 混凝土表面缺少水泥砂浆形成石子外露原：
1) 混凝土配合原材料称量偏差粗骨料易性差
2) 浇筑混凝土时混凝土离析石子集中振出水泥浆
3) 混凝土搅拌时间短拌合均匀易性差
4) 混凝土振捣密实漏振 5）模板缝隙 混凝土漏浆
7 涂料防水层宜留设施工缝面积较必须留设施施工缝时接涂时缝处搭接应100mm胎体增强材料涂膜缝应错开13幅度宽
3) 防水混凝土结构表面裂缝宽度应02mm贯通防水混凝土结构厚度应250mm迎水面钢筋保护层厚度应50mm
9 屋面卷材防水工程女墙泛水处施工质量控制应符合列规定
1) 屋面女墙交接处应做成圆弧泛水处应增设附加层铺贴泛水处卷材应结果包括隐蔽工程施工程采取满粘法2) 砖墙卷材收头裁齐直接铺压女墙压顶压顶应做防水处理压入砖墙凹槽固定密封凹槽距屋面找层应250mm凹槽部墙体应做防水处理
3) 混凝土墙卷材收头应裁齐塞入预留凹槽采金属压条钉压固定钉距应900mm密封材料封严
17 施工中应材料性指标进行复验：
水泥：安定性凝结时间饰面砖粘贴水泥面工程：凝结时间安定性抗压强度厕浴间防水材料室造木板饰面木板甲醛含量室天然花岗石放射性外墙陶瓷面砖吸水率寒冷区外墙陶瓷面砖抗冻性建筑外墙金属窗抗风压性空气渗透性雨水渗透性石材幕墙工程中石材弯曲强度寒冷区石材耐冻融性
18 理石饰面板产生规花斑俗称泛碱现象
19 玻璃幕墙工程型号规格批号材料作检验批批应机抽取3少5件进行检验
20 幕墙节工程材料构件进场批次批机抽取3试件进行检验
22 结构密封胶耐候密封胶前必须接触材料作相容性剥离粘结性实验
23 幕墙节工程材料复验求
1) 保温材料：导热系数密度
2) 玻璃：见光透射传热系数遮阳系数中空玻璃结露点
3) 隔热型材：抗拉强度抗剪强度
24 玻璃铝合金副框清洁采取两次擦：工艺进行
25 预埋件置预埋件连接部位混凝土强度等级应低C20
10 建筑节工程质量验收合格应符合列规定：
1) 分项工程应全部合格 2）质量控制资料应完整
3）外墙节构造现场实体检测结构应符合设计求
4）严寒寒冷夏热东冷区外窗气密性现场实体检测结构应合格
5）建筑设备工程系统节性检测结果应合格
26 建筑幕墙工程应列隐蔽工程进行验收：
⑴预埋件置预埋件⑵构件连结节点⑶变形缝墙面转角处构造节点⑷幕墙防雷装置⑸幕墙防火构造⑹幕墙四周表面体结构间封堵⑺隐框玻璃幕墙玻璃板块固定⑻单元式玻璃幕墙封口节点
27 幕墙节工程施工应增加部位项目进行隐蔽工程验收：
①封闭保温材料厚度保温材料固定②幕墙周边墙体接缝处保温材料填充③隔汽层④热桥部位断热节点⑤冷凝水收集排放改造⑥幕墙通风换气装置
31 聚硫类密封胶耐紫外线性较差容易老化明框玻璃幕墙中空玻璃
四 施工安全控制
1 般脚手架安全控制点
（1）脚手架搭设前应根工程特点施工工艺求确定搭设(包括拆)施工方案（2）脚手架基基础施工：必须根脚手架搭设高度搭没场土质情况现行国家标准关规定进行基础设备基础沟时脚手架程中应开挖否必须采取加固措施（3）脚手架节点处必须设置根横水杆直角扣件扣接水杆严禁拆节点处两直角扣件中心距应150mm双排脚手架中横水杆墙端外伸长度刁应杆长04倍应500mm
（5）高度24m单双排脚手架均必须外侧立面两端设置道剪刀撑应底顶连续设置中间行道剪刀撑间净距应15m24m双排脚手架应外侧立面整长度高度连续设置剪刀撑剪刀撑横斜撑搭设应立杆横水杆等步搭设．底层斜杆端均必须支承垫块垫板（6）高度24m单双排脚手架宜采刚性连墙件建筑物连接采拉筋顶撑配合附墙连接方式严禁仅拉筋柔性连墙件24m双排脚手架必须采刚性连墙件建筑物连接连墙件必须采承受拉力压力构造50m
2 脚手架检查验收项目理组织脚手架基基础应列阶段进行检查验收：①基础完工脚手架搭设前②作业层施加荷载前 ③搭设完10~13m高度④达设计高度⑤遇六级风雨⑥寒冷区土层开冻⑦停超月重新投入前
3 实施安全检查评分时张检查表保证项目中项分保证项目计分足40分时张检查评分表分
4 洞口作业安全防护基规定
（1）种楼板墙洞口性质应分设置牢固盖板防护栏杆安全网防坠落防护设施（2）坑槽桩孔口柱形条形基础口天窗等处作洞口采取符合规范防护措施（3）楼梯口楼梯边应设置防护栏杆者正式工程楼梯扶手代时防护栏杆4）电梯井口设置固定栅门外应电梯井隔两层(lorn)设道安全网进行防护
（5）建工程面口处施工现场员流动密集通道方应设置防护棚防止落物产生物体击事（6）施工现场坑槽陡坡等处需设置防护设施安全警示标牌外夜间应设红灯示警★
5 洞口防护设施求
(1)楼板屋面台等面短边尺寸25cm25cm孔口必须坚实盖板盖严盖板防止挪动移位固定措施
(2)边长50～150cm洞口必须设置层扣件扣接钢成网格栅满铺竹笆脚手板采贯穿混凝土板钢筋构成防护网栅钢筋网格间距20cm 3)边长150cm洞口四周必须设防护栏杆洞口张设安全网防护
（4）墙面等处竖洞口落洞口应加装开关式固定式工具式防护门门栅网格间距应1Scm采防护栏杆设挡脚板
（5）边楼板底面低80cm窗台等竖洞口侧边落差2m时应加设12m高时护栏
6 防护栏杆设置求
1) 栏杆柱固定横杆连接整体构造应防护栏杆杆处受方1000N外力
2) 防护栏杆必须安全立网封闭栏杆边设置高度低18cm挡脚板40cm挡脚笆板笆边距离底面空隙应10mm
7 报告事应包括列容：
①事发生单位概况②事发生时间点事现场情况③事简④事已造成者造成伤亡数(包括落明数)初步估计直接济损失⑤已采取措施⑥应报告情况
8 影响模板钢支架整体稳定性素：
素立杆间距水杆步距立杆接长连墙件连接扣件紧固程度
9 保证模板拆施工安全基求
现浇混凝土结构模板支架拆时混凝土强度应符合设计求设计求时应符合列规定：① 承重模板．应结构条件养护试块强度达规定求时方叮拆②张预应力混凝土结构底模必须预应力张拉完毕进行拆③拆模程中发现实际混凝土强度未达求影响结构安全质量问题时应暂停拆模妥善处理实际强度达求继续拆④已拆模板支架混凝土结构应混凝土强度达设计混凝土强度标准值允许承受全部设计荷载⑤拆芯模预留孔模时应混凝土强度保证发生塌陷裂缝时方拆
10 施工现场时电设备5台设备总容量50kW者应编制电组织设计时电设备5台设备总容量50kW者应制定安全电电气防火措施
11 施工电配电系统应没置总配电箱(配电柜)分配电箱开关箱．总—分—开序作分级设置形成三级配电模式
12 保证时电配电系统三相负荷衡施工现场动力电明电应形成两电回路动力配电箱明配电箱应该分设置
13 施工现场明电
(1)般场宜选额定电压220V明器
(2)隧道防工程高温导电灰尘较潮湿灯具离面高度低25m等场明电源电压36V (3)潮湿易触带电体场明电源电压24V(4)特潮湿场导电良面锅炉金属容器明电源电压12V(5)明变压器必须双绕组型安全隔离变压器严禁耦变压器(6)室外220V灯具距面低3m室220V灯具距面低25m(7)碘钨灯钠铊铟等金属卤化物灯具安装高度宜3m灯线应固定接线柱灯具表面
(8)夜间影响飞机车辆通行建工程机械设备必须没置醒日红色信号灯电源应设施工现场总电源开关前侧应设置外电线路停止供电时应急备电源
14 两级漏电保护系统总配电箱(配电柜)中应加装总漏电保护器作初级中漏电保护末级漏电保护器必须装配开关箱
15 三级安全教育指公司项目理部施工班组三层次安全教育
公司教育容：国家方关安全生产方针政策法规标准规范规程企业安全规章制度项目理部教育容：工安全制度施工现场环境工程施工特点存安全素安全技术交底容：1工作场工作岗位存安全素2接触安全设施具劳动防护品正确3安全技术规程4安全注意事项等
(2)生产营单位负责安全生产职责
1)建立健全单位安全生产责制
2)组织制定单位安全生产规章制度操作规程
3)保证单位安全生产投入效实施
4)督促检查单位安全生产工作时消生产安全事隐患
5)组织制定实施单位生产安全事应急救援预案 6)时实报告生产安全事
18高处作业：坠落高度基准面2m(含2m)坠落高处进行作业
19 高处作业分级
根国家标准规定建筑施工高处作业分四等级：
(1)高处作业高度2～5m时划定级高处作业坠落半径2m
(2)高处作业高度5～15m时划定二级高处作业坠落半径3m
(3)高处作业高度15～30m时划定三级高处作业坠落半径4m
(4)高处作业高度30m时划定四级高处作业坠落半径5m
21 移动式操作台台面超10m2高度超5m台面脚手板铺满钉牢台面四周设置防护栏杆允许带移动台
23 拆工程安全控制：拆施工许证建设单位办理拆工程前办理施工方案防护拆单位资质符合求
24 基坑工程监测
（1）支护结构监测包括
①围护墙侧压力弯曲应力变形监测②支撑(锚杆)轴力弯曲应力监测③腰梁(围檩)轴力弯曲应力监测 ④立柱沉降抬起监测等
（2） 周围环境监测包括①坑外形变形监测②建筑物沉降倾斜监测③线沉降位移监测等
27 电焊机安全控制点
(1)电焊机安装完毕验收合格方投入
(2)露天电焊机应没置势较高整方防雨措施
(3)电焊机接零保护漏电保护二次侧空载降压保护装置必须齐全效
(4)电焊机次侧电源线应穿保护长度般超5m焊线长度般应超30m应接头二次侧接线端柱外应防护罩
(5)电焊机施焊现场10m范围堆放易燃易爆物品
28 桩机械安全控制点
桩机周围应明显安全警示标牌围栏严禁闲进入高压线两侧lorn安装桩机
五建筑工程造价控制
1 建设工程合分：固定价格合（发包方利）调价格合成加酬金合（抢险救灾）固定总价合般适施工条件明确工程量够较准确计算工期较短技术太复杂合总价较低风险工程项目
2 调价格合中合价款调整素包括：
法律行政法规国家关政策变化影响 工程造价理部门公布价格调整周非承包原停水停电停气造成停工累计超8时双方约定素
六施工合理
2 索赔成立条件：合相已实际造成工期费增加造成工期费增加非 承办方应承担责风险规定时限发出索赔意索赔报告
10 施工合文件组成：
合文件应相互解释互说明专条款约定外组成合文件优先解释序：
（1） 合协议书（2） 中标通知书（3） 投标书附件（4） 合专条款（5） 合通条款（6） 标准规范关技术文件（7） 图纸（8） 工程量清单（9） 工程报价单预算书发包工作
11 抗力事件造成时间济损失应双方方法分承担：
1) 工程身损害工程损害导致第三员伤亡财产损失运施工场施工材料安装设备损害发包承担
2) 发包承包员伤亡单位负责承担相应费
3) 承包机械设备损坏停工损失承包承担
4) 停工期间承包应工程师求留施工场必理员保卫员费发包承担5) 工程需清理修复费发包承担延误工期相应延
12 事订立合书面形式口头形式形式建设工程施工合般采书面形式13 复印件原件具等效率：复印件背面注明原件存放点复印签字单位公章复印时间
七建筑工程施工现场理
1 现场消防工作应：预防防消结合综合治理方针
37 般时设施区100方米配两10L灭火器时木工加工油漆作业等25 方米应配置种类合适灭火器仓库油库危化品库组灭火器应少四组灭火器间距离应30m高度超24m建筑工程应保证消防水源充足
38 文明施工容：
1) 规范场容场貌保持作业环境整洁卫生 2）创造文明序安全生产条件氛围3） 减少施工居民环境利影响 4）落实项目文化建设
39
8 室环境污染物浓度检测结果符合规范规定应查找原采取措施进行处理进行次检验
Handicraft masters are busy with embroidery The craft also known as nuhong means women's needlework and handicrafts and was popular hundreds of years ago Photo provided to China Daily International travelers and businessmen applauded Chengdu's 72hour visafree policy which started in September 2013 The policy allows transit passengers who have a third country visa and valid air ticket to stay visafree in Chengdu in Sichuan province for up to 72 hours
My colleagues and I travel between Chengdu and Vancouver very frequently so this policy definitely makes our lives a lot easier said Rudy Buttignol president and CEO of British Columbia's Knowledge Network Co Buttignol is not the only one who has found the policy convenient In 2013 a total of 176 million international travelers visited Chengdu an increase of 1209 percent compared with the previous year
Local tourism revenue reached 133 billion yuan (22 billion) in 2013 an increase of 2624 percent from 2012 The policy is also a bonus for the business industry as more businessmen are willing to travel to the city said Chen Bin deputy director at the Chengdu Investment Promotion Commission According to official data Chengdu attracted 2718 billion yuan in investment last year With 22 Fortune 500 enterprises starting business in the city in 2013 Chengdu is now home to 252 such companies The policy boosts local tourism and business due to its convenience for foreign travelers an official said An Italian architect was the first person to take advantage of the policy The CEO of an architectural design firm visited four local companies within three days in Chengdu After the trip he cooperated with one of the companies to set up his first architectural firm in the city The new visa policy becomes one of our advantages in attracting foreign investment Chen said The project manager of the American Chamber of Commerce in Southwest China said more business delegations would now consider stopping in Chengdu instead of going straight to the traditional destinations such as Beijing and Shanghai
Qing Mountains birthplace of Taoism Photo provided to China Daily
The policy also benefits overseas Chinese like Wen Wei and his daughter who want to visit their hometown more frequently Wen lives in Australia with his family and changed a trip to Japan to visit Chengdu instead after he noticed the new policy I can come home more often now to meet with my family members and take a walk in those famous scenic sites Wen said Chengdu's government held a series of activities to promote the policy around the world In December 2013 Chengdu Tourism Administration Chengdu Media Group and Chengdu Daily gave 1000 foreigners a tour of the city The visitors were from some of the 51 countries and regions included in the visafree policy such as the United States the United Kingdom Japan Italy South Korea Singapore France and Germany The tourists visited attractions like temples farms and museums and tasted local foods Kuan Alley first built in the Qing Dynasty is a popular tourist attraction Photo provided to China Daily This is such a fantastic experience for me and I know more about the city and its culture now said Mia a college student from the United States Next time when my friends ask me I will tell them Chengdu has a lot more to explore besides pandas she added Chengdu is the fourth mainland city to implement the policy following Beijing Shanghai and Guangzhou An official of the Chengdu Tourism Administration said with more and more international travelers expected to visit in the future the city is looking to improve tourism facilities and services Promotion events are part of the marketing strategy and we hope people from other countries and regions realize how beautiful and charming Chengdu is he said
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建筑工程技术求
建筑装修程中结构变动增加荷载时应注意：
1 涉体承重结构时必须原设计单位具备相应资质设计单位核查关原始资料2 建筑装饰装修施工中严禁违反设计文件擅改动建筑体承重结构功严禁未设计确认关部门批准擅修改水暖电燃气通信等配套设施
2 跨度位移： F5QL4384EI影响位移素荷载外：材料性构件截面构件跨度
5 类二类三类环境中设计年限50 年结构混凝土水灰水泥量低混凝土强度等级氯离子含量碱含量求
2 梁受力钢筋混凝土等级≤C20时钢筋混凝土保护层厚度300mm混凝土等级≥C25时保护层厚度25 mm钢筋直径 d
6 板混凝土强度等级≤C20时混凝土保护层20mm等级≥C25时保护层厚度15mm
二层砌体屋房： 2 横墙应满足列求（刚性刚弹性方案）
1) 开洞口时面积超横墙面积50 2）厚度宜180mm 3）单层房屋横墙长度宜高度层长度宜H2 4）满足述求时应高度进行验算
3跨度6m屋架跨度48m梁应设置混凝土钢筋混凝土垫层
() 层砖房抗震措施：
1 设置构造柱截面采240mm×180mm 2构造柱必须圈梁连接3墙构造柱连接处砌成马牙槎：应高500mm设置2∮6水拉结钢筋边伸入墙宜10m 4构造柱必单独设置柱基构造柱应伸入室外标高500 mm
5 墙承重须横墙墙中设置构造柱应楼板处预留相应构造柱宽度板锋混凝土时浇灌6 构造柱竖钢筋末端应成钩状接头采绑扎搭接长度宜35倍钢筋直径7 斜交抗震墙交界处应增设构造柱效截面积240mm×180mm
(三) 楼梯间应符合列求：
1 7度8度时隔400mm设2∮4通长钢筋
2 7度8度时楼梯间门厅墙阳角处梁支承长度应500mm圈梁连接
3 装配式楼梯段应台板梁连接应采墙中悬挑式踏步踏步竖肋插入墙体楼梯应采筋砖砌拦板
4 突出房屋楼梯间电梯间构造柱芯柱应伸顶部顶部圈梁连接
(三) 等级声源(考点)
推土机挖掘机装载机昼间75Db(A)夜间55 Db(A)类桩机等昼间85 Db(A)夜间禁止施工混凝土搅拌机振捣棒电锯昼间70 Db(A)夜间55 Db(A)装修吊车升降机等昼间65 Db(A)夜间55 Db(A)
建筑材料1 建筑钢材种类：低碳钢（含碳量025）中碳钢（含碳量025～06）高碳钢（含碳量06）低合金钢（总含量5）中合金刚（总含量5～10）高合金钢（总含量10）质量等级磷硫杂志含量少 D级质量2 建筑钢材力学性拉伸性击性疲劳性
4 常水泥技术求初凝时间均低45分钟硅酸盐水泥终凝时间长65h五类常水泥长10h
5 水泥散装袋装袋净含量50kg应少标志质量99机抽取20袋总质量（含包装）应少1000kg
（6 混凝土拌合物易性：流动性黏聚性保水性等三方面含义
7 混凝土耐久性：抗渗性抗冻性抗浸湿性混凝土碳化（中性化）碱骨料反应
二十二石材建筑陶瓷1 天然花岗岩：酸性石材耐火弯曲强度8Mpa室外均面积超200方米时做放射性检验
2 天然理石：碱性材料（汉白玉艾叶青）弯曲强度7Mpa适室3 陶瓷砖：吸水率10室外10适室外严寒区吸水率越抗冻性越档次越高4 节水型普通型座便器水量分6L9L蹲便器分8L11L便器分3L5L
6 衡含水率：国西部东北约8华北约12长江流域约18南方约217 木材变形：纹方径较弦
二十三造板胶合板：Ⅰ类供室外条件Ⅱ类供潮湿条件Ⅲ类供干燥条件室胶合板甲醛释放量分EO(直接适室)E1（直接室）E2（必须饰面处理方允许室）三级
Ⅰ类民建筑工程室装修必须采E1类造木板饰面造木板强制性条款Ⅱ类民建筑工程室装修宜采E1类造木板饰面造木板采E2类造木板时直接暴露空气部位应进行表面涂覆密封处理
二十五塑料道1 硬聚氯乙烯（PVCU）：温度宜40度冷水难燃水道（非饮水）
2 氯化聚氯乙烯（PVCC）：阻燃胶水毒冷热水
3 规聚聚丙烯（PPR）：毒害生锈腐蚀抗紫外线力差阳光长期射易老化属燃材料引水4 丁烯（PB）5 交联乙烯（PEX）：阳光射加速老化缩短寿命
第二建筑工程技术
三土方开挖
1 原：开槽支撑先撑挖分层开挖严禁超挖
2 程序：测量放线→分层开挖→排降水→修坡→整→留足预留土层
3 移动运输工具机械应距基坑部边缘少2m堆置高度应超15m
6 填方土料般选淤泥淤泥质土膨胀土机质8土含水量符合压实求黏性土
三基坑验槽
1 验槽时必备资料：
详勘阶段岩土工程勘察报告附基础面结构总说明施工阶段结构图必须提供文件记录
2 验槽总监理工程师建设单位项目负责组织建设监理勘察设计施工单位项目负责技术质量负责设计求关规定进行（案例中考）
4 验槽方法：观察法钎探法轻型动力触探：列情况时应基坑底普遍进行轻型动力触探（现场轻型动力触探代钎探）：持力层明显均匀 浅部软弱卧层 浅埋坑穴古墓古井等直接观察难发现时 报告设计文件规定应进行轻型动力触探时
四砖基础
1 施工准备工作点：砖应提前12天浇水湿润
2 砖基础施工技术求 ：1) 砖基础般做成阶梯形放脚放脚等高式间隔式 2) 砖基础放脚般采丁砌筑形式砖基础转角处交接处错缝需加砌配转3) 砖基础水灰缝厚度垂直灰缝宽度宜10mm水灰缝砂浆饱满度80皮砖挂线皮数杆偏差值超10mm 4) 砖基础底标高时应低处砌起应高处低处搭砌设计求时搭砌长度应砖基础放脚高度5) 砖基础转角处交接处应时砌筑时砌筑时应留置斜槎 6) 基础墙防潮层设计具体求宜1：2水泥砂浆加适量防水剂铺设厚度宜20mm防潮层位置宜室面标高皮砖处
五混凝土施工
2 台阶式基础施工台阶分层次浇筑完毕允许留设施工缝
3 条形基础深度宜分段分层连续浇筑混凝土般留施工缝段间浇注长度控制2000～3000mm距离4 设备基础般分层浇筑保证层间留施工缝层混凝土厚度200～300mm5 体积混凝土采分层浇筑时应保证层混凝土初凝前层混凝土浇筑完毕6 体积混凝土养护：普通硅酸盐水泥拌制少14天矿渣水泥火山灰水泥等拌制少21天
六体工程施工技术
1 模板工程设计原：实性济性安全性
2 跨度4m现浇钢筋混凝土板梁模板应设计求起拱设计具体求时起拱高度应跨度11000～31000
3 料长度计算：1) 直钢筋料长度构建长度—保护层厚度+弯钩增加长度
2) 弯钢筋料长度直段长度+弯段长度—弯曲调整值+弯钩增加长度
3) 箍筋料长度箍筋周长+箍筋调整值
5 钢筋连接方法焊接（直接承受动力荷载构件结构中钢筋宜采该法）机械连接（钢筋直径宜16mm）绑扎连接（受拉钢筋直径28mm受压刚劲直径32mm时宜采该法轴心受拉偏心受拉杆件受力钢筋直接承受动力荷载结构中受力钢筋均采该法）
施工缝位置应混凝土浇筑前确定宜留结构受剪力较便施工位置符合列求
（1）柱：宜留基础楼板梁顶面梁吊车梁牛腿梁楼板柱帽面
（2）楼板连成整体断面梁 施工缝应留置板底面20mm～30 mm 处板梁托时留置梁托部 （3） 单板施工缝应留置行板短边位置 （4） 次梁楼板宜着次梁方浇筑施工缝应留置次梁跨度中间13 范围 （5）墙施工缝应留置门洞口梁跨中13 范围留横墙交接处 （6） 楼梯施工缝应留踏步板13 处 （7） 双受力楼板体积混凝土拱壳仓设备基础层刚架复杂结构施工缝位置应设计求留设
7 施工缝处继续浇筑时符合列求：已浇筑混凝土抗压强度应12N方毫米8 混凝土采覆盖浇水养护时间采硅酸盐水泥普通硅酸盐水泥矿渣硅酸盐水泥拌制混凝土少7天掺缓凝型外加剂矿物掺合料抗渗性求混凝土少14天
七砌体结构
1 砌筑砂浆分层30mm确保砂浆具良保水性
2 砂浆应采机械搅拌搅拌时间投料完算起：
1) 水泥砂浆水泥混合砂浆少2min
2) 水泥粉煤灰砂浆掺外加剂砂浆少3min
3) 掺机塑化剂砂浆应3～5min
3 砂浆应拌水泥砂浆水泥混合砂浆应3h4h完高气温30℃时应分拌成2h3h完
4 边长707cm正方体试件28d标准养护
5 列墙体部位设置脚手眼
1) 120mm厚墙料石清水墙独立柱
2) 梁梁成60度角三角形范围梁净跨度12高度范围
3) 宽度1m窗门墙 4）砌体门窗洞口两侧200mm转角处45→0mm范围5） 梁梁垫左右500mm范围 6）设计允许设置部位
6 砖墙转角处交接处应时砌筑
九防水工程
2 屋面防水找层排水坡度应符合列求：屋面结构找坡应3材料找坡宜2天沟檐沟找坡应1
3 卷材铺贴方应符合列求：
1) 屋面坡度3时卷材宜行屋脊铺贴 2）屋面坡度3—5时卷材行垂直铺贴
3） 屋面坡度15时屋面受震动时沥青防水卷材垂直铺贴高聚物改性沥青防水卷材合成高分子防水卷材垂直垂直铺贴
十装饰装修工程
（5）吊杆间距1200mm吊杆距龙骨端部距离300mm300mm时应增加吊杆吊杆长度15m时应设置反支撑吊杆设备相遇时应调整增设吊杆
2 工艺流程：弹吊顶标高水线→画龙骨分档线→吊顶分道设备安装调试试件→吊顶安装→龙骨安装→填充材料设置→安装饰面板→安装收口收边压条（案例考点）
3 吊顶工程应列隐蔽工程进行验收
⑴吊顶道设备安装水试压⑵木龙骨防火防腐处理
⑶预埋件拉结筋⑷吊杆安装⑸龙骨安装⑹填充材料设置
4 检验批划分检查数量（考点）
1) 品种吊顶工程没50 间（面积房间走廊吊顶面积30方米间）应划分检验批足应划分检验批
2) 检验批少抽查10少3间足3间应全数检查
5 安装隔热板：方法：刚性连接（适非抗震设防区）柔性连接（适抗震设防区） 7 玻璃砖墙宜15m高施工段
8隔墙检验批划分（考点）
1) 品种轻质隔墙50 间（面积房间走廊吊顶面积30方米间）应划分检验批足应划分检验批2) 板材隔墙骨架隔墙检验批少抽查10少3间足3间应全数检查3) 活动隔墙玻璃隔墙检验批少抽查20少6间足6间应全数检查
3 建筑面工程质量验收（考点）
1) 子分部工程：
1防水求建筑面子分部工程分项工程施工质量蓄水检验记录抽查复验认定铺设材料证明资料
2) 子分部工程感观工程质量综合评价：
A 变形缝位置宽度填缝质量应符合规定 B室建筑面工程子分部工程抽查分作出评价 C 楼梯踏步等工程项目抽查分作出评价
4 饰面板（砖）检验批划分抽查数量（考点）
2) 相材料工艺施工条件室饰面板（砖）50 间（面积房间走廊吊顶面积30方米间）应划分检验批足应划分检验批
3) 相材料工艺施工条件室外饰面板（砖）工程500～1000方米应划分检验批足500方米应划分检验批
4) 室检验批少抽查10少3间足3间应全数检查
5) 室外检验批没100方米应少抽查处处10方米
1) 混凝土墙洞口采射钉膨胀螺钉固定
十二门窗玻璃安装
2 门窗工程复验造模板甲醛含量建筑外墙金属外窗塑料窗抗风压性空气渗透性雨水渗漏性
3 检验批划分检查数量规定（考点）
1) 品种规格类型木门窗金属门窗塑料门窗门窗玻璃100樘应划分检验批足100樘 应划分检验
2) 品种规格类型木门窗金属门窗塑料门窗门窗玻璃检验批少抽查5检验批少抽查10少3樘足3樘应全数检查
3) 产品类型规格特种门50樘应划分检验批足应划分检验批
4) 特种门检验批应少抽查50少10樘足10 樘应全数检查
7 细部工程应列部位进行隐蔽工程验收：预埋件（置预埋件）护栏预埋件连接节点
8 护栏侧楼面高度5m时应厚度12mm钢化玻璃钢化夹层玻璃
2 建筑节工程作分部工程进行验收幕墙节工程建筑节工程分项工程判断隔断热桥措施否固体传热路径否效隔断路径包括：通型材截面通幕墙连接件通螺丝等紧固件中空玻璃边缘间隔条
4 建筑材料保温材料安装应注意三点：保温材料厚度宜设计值保证安装牢固安装程中应采取防潮防湿措施
建筑工程法规相关知识
建设工程项目理规范
1 项目理规划指导项目作指导项目理工作纲领性文件
2 中型项目应单独编制项目理实施规划承办项目理实施规划施工组成设计质量计划代
项目理应履行列职责：（1）项目理目标责书规定职责（2）组织编制项目理实施规划项目目标进行整体理（3）资源进行动态理（4）建立种专业理体系组织实施（5）进行授权范围利益分配（6）收集工程资料准备结算资料参工程竣工验收（7）接受审计处理项目理部解体善工作（8）配合企业进行项目检查鉴定评奖申报工作
8四放原：
（1）事原没查清放 （2）事责者没严肃处理放
（3）广职工没受教育放 （4）防范措施没落实放
9项目文明施工包括列工作：
进行现场文明建设规范场容保持作业环境整洁卫生创造序生产条件减少居民环境利影响
建筑工程施工质量验收统标准
1 施工现场质量理应相应施工技术标准健全质量理体系施工质量检验制度综合施工质量水考核制度
5 建筑工程施工检验批质量验收合格规定
1) 控项目般项目质量抽样检验合格
2) 具完整施工操作质量检查记录
5 分项工程质量验收合格规定
1) 工程含检验批均应符合合格质量规定
2) 分项工程含检验批质量验收记录应完整
6分部(子分部)工程质量验收合格规定
1) 分部(子分部)工程含分项工程质量均应验收合格 2）质量控制资料应完整 3） 基基础体结构设备安装等分部工程关安全功检验抽样检测结果应符合关规定
4） 观感质量验收应符合求
6 单位(子单位)工程质量验收合格规定
1) 单位(子单位)工程含分部(子分部)工程质量均应验收合格 2） 质量控制资料应完整
3） 单位(子单位)工程含分部工程关安全功检测资料应完整
4） 功项目抽查结果应符合相关专业质量验收规范规定
5） 观感质量验收应符合求
建筑部装修设计防火规范
1 装修材料分级：A 燃性 B1 难燃性 B2 燃性 B3 易燃性
6 民建筑般规定（条考）
1) 顶棚墙面表面局部采孔泡沫状塑料时厚度应15mm面积超该房间顶棚墙面积10
2) 建筑外窗房间部装修材料燃烧性等级A级外应章规定基础提高级
3) 图书室资料室档案室存放文物房间顶棚墙面应采A级装修材料面应采低B1级装修材料
4) 中型电子计算机房中央控制室电话总机房等放置特殊贵重设备房间顶棚墙面应采A级装修材料面装修应采低B1级装修材料
5) 消防水泵房排烟机房固定灭火系统钢瓶间配电室变压器室通风空调机房等部装修均应采A级装修材料
6) 然采光楼梯间封闭楼梯间防烟楼梯间前室顶棚墙面面均应采A级装修材料
7) 建筑物设层相连通中庭走马廊开敞楼梯动扶梯时连通部位顶棚墙面应采A级装修材料部位应采低B1级装修材料
8) 防烟分区挡烟垂壁装修材料应采A级装修材料
9) 建筑部变形缝(包括沉降缝伸缩缝抗震缝等)两侧基层应采A级材料表面装修应采低B1级装修材料
10) 建筑部配电箱应直接安装低B1级装修材料
11) 明灯具高温部位非A级装修材料时应采取隔热散热等防火保护措施灯饰材料燃烧性等级应低B1级
12) 建筑水疏散走道安全出口门厅顶棚装饰材料应采A级装修材料部位应采低B1级装修材料
13) 建筑部消火栓门应装饰物遮掩消火栓门四周装修材料颜色应消火栓门颜色明显区
14) 建筑部装修应遮挡消防设施疏散指示标志安全出口应妨碍消防设施疏散走道正常特殊求做改动时应符合国家关消防规范法规规定
15) 建筑物厨房顶棚墙面面均应采A级装修材料
16) 歌舞娱乐放映游艺场（简称歌舞娱乐放映游艺场）设置二级耐火等级建筑四层四层时室装修顶棚材料应采A级装修材料部位应采低B1级装修材料设置层时室装修顶棚墙面材料应采A级装修材料部位应采低B1级装修材料
7 单层层民建筑装动灭火系统时顶棚外部装修材料燃烧性等级表32321规定基础降低级时装火灾动报警装置动灭火系统时顶棚装修材料燃烧性等级表321规定基础降低级装修材料燃烧性等级限制
8 100m高层民建筑800座位观众厅会议厅顶层餐厅外设火灾动报警装置动灭火系统时顶棚外部装修材料燃烧性等级表331规定基础降低级
9 民建筑A级
建筑部装修防火施工验收规范
1 列材料进场应进行见证取样检验：
1) B1B2级纺织织物 2）现场纺织织物进行阻燃处理阻燃剂
3） B1B2级高分子合成材料 4） 现场进行阻燃处理阻燃剂防火涂料
2 列材料应进行抽样检验：
1) 现场阻燃处理纺织织物种取2 ㎡检验燃烧性
2) 施工程中受湿浸燃烧性受影响纺织织物种取2 ㎡检验燃烧性3) 现场阻燃处理木质材料种取4 ㎡检验燃烧性
4) 表面进行加工B1级木质材料种取4㎡检验燃烧性
3木质材料表面进行防火涂料处理时应木质材料表面进行均匀涂刷应少两次第二次涂刷应第次涂层表干进行涂刷防火涂料量应少500 gm24顶棚采泡沫塑料时应涂刷防火涂料防火涂料宜选耐火极限30 min超薄型钢结构防火涂料级饰面型防火涂料湿涂覆值应500gm2涂刷应均匀应少2次
6 工程质量验收应符合列求：（重点）
1) 技术资料应完整 3）装修材料产品见证取样检验结果应满足设计求 3） 装修施工程中抽样检验完工抽样检验结果应符合设计求 4） 现场进行阻燃处理喷涂安装作业抽样检验结果应符合设计求 5） 施工程中控项目检验结果应全部合格 6）施工程中般项目检验结果合格率应达80
10 装修施工关资料审查全部合格施工程全部符合求现场检查抽样检测结果全部合格时应合格
民建筑工程室环境污染控制规范
1 分类：
Ⅰ类：住宅医院幼园等Ⅱ类：办公楼商店等
2 材 料：机非金属建筑材料装修材料
1) 机非金属建筑材料包括砂石砖水泥商品混凝土预制构件新型墙体材料等放射性指标限量射指数（IRa）≤10外射指数（Ir）≤10 2) 机非金属装修材料包括石材建筑卫生陶瓷石膏板吊顶材料等进行分类时表机非金属建筑装修材料放射性指标限量
A射指数（IRa）≤10 外射指数（Ir）≤13 B外射指数（Ir）≤13外射指数（Ir）≤19 3 造木板饰面造木板
1) 民建筑工程室造木板饰面造木板必须测定游离甲醛含量游离甲醛释放量方法：穿孔法环境测试舱干燥法发生争议时应环境测试仓法测定结果准
9 材料选择
1) Ⅰ类民建筑工程必须采A类机非金属建筑材料装修材料
2) Ⅰ类民建筑工程室装修必须采E1类造木板饰面造木板采E2 类造木板时直接暴露空气部位应进行表面涂覆密封处理
建筑基基础工程施工质量验收规范
1 基检验数量单位工程应少3点1000m2工程100m2少应1点3000m2工程300m2少应1点独立基础少1点基槽20延米应点
2 承载力检测数量总数05~1应少3根
3 桩位放样允许偏差：群桩20mm单排桩4 工程桩应进行承载力检验
5 桩身 质量应进行检验 10重工程应电焊接桩接头数10探伤检验
混凝土结构工程施工质量验收规范
1 现浇结构模板安装偏差：层高垂直高度5m时允许偏差6mm5m 时允许偏差8mm2 底模支架拆时混凝土强度应符合设计求 3 二级抗震等级检验强度实测值应符合列规定：
1) 钢筋抗拉强度实测值屈服强度实测值值应125
2) 钢筋屈服强度实测值强度标准值应13
4 中水泥质量怀凝水泥出厂超三月（快硬硅酸盐水泥超月）时应进行复验复验结果钢筋混凝土结构预应力混凝土结构中严禁含氯化物水泥
5 检查数量：生产厂家等级品种批号连续进场水泥袋装超200t批散装超500t批批抽样少次
6 取样试件留置应符合 列规定：
1) 拌制100盘超100立方米配合混凝土取样少次
2) 工作班伴制配合混凝土足100盘时取样少次
3) 次连续浇筑超1000立方米配合混凝土200立方米取样少次
4) 层楼配合混凝土取样少次
13 建筑结构安全等级级跨度40m螺栓球节点钢网架结构连接高强度螺栓应进行表面硬度试验（★）抽查数量规格抽查8
14 碳素结构钢应焊缝冷环境温度低合金结构钢应完成焊接24时进行焊缝探伤检验
15 设计求全焊透二级焊缝应采超声波探伤进行 部缺陷检验（★）
16 焊缝表面裂纹焊瘤等缺陷
建筑装饰装修工程相关技术标准
1 分部工程中子分部工程质量均应验收合格应规范规定进行审核
2 隐框半隐框玻璃幕墙 采结构粘结材料必须时中性硅酸酮结构密封胶必须效期3 体结构幕墙连接预埋件数量规格位置防腐处理必须符合设计求
4 硅酮结构密封胶前应进行相接触材料相容性剥离粘结性实验
5 采胶缝传力全玻璃幕墙胶缝必须采硅酸结构密封胶
6 全玻璃幕墙外应现场注硅酮结构密封胶
7 高层建筑玻璃幕墙安装体结构交施工时应设置防护网距面约3m高度处应设置挑出宽度6m水防护网
8 幕墙工程应采品牌硅酮结构密封胶硅酮耐候密封胶配套
9 金属石墙幕墙体结构连接预埋件设计物明确求时预埋件标高偏差应10mm预埋件位置差应20mm
住宅装饰装修
建筑工程施工理实务
单位工程施工组织设计
3 基础工程施工序：桩基础→土方开挖钎探验槽→垫层→卷材防水施工→室底板→室墙柱→室顶板→墙体防水卷材保护墙→回填土
4 框架柱施工序：柱子钢筋绑扎→柱子模板安装（包括模板支护）→柱子混凝土浇筑→混凝土养护
5 需单独编制施工方案
开挖深度超5m（含5m）基坑槽支护降水工程开挖深度超5m（含5m） 基坑槽土石方开挖工程模板工程现场时电工程现场外电防护工程脚手架工程塔吊施工电梯安拆工程起重吊装工程采工拆爆破拆工程危险性较程
6 列危险性较工程专项施工方案施工企业需求组织具相应资历专家组进行证审查：
1) 开挖深度超5m（含5m）室3层（含3层）深度未超5m（含5m）质条件周围环境线极复杂工程
2) 水混凝土构件模板支撑系统高度超8m跨度超18m施工总荷载10KNM2集中线荷载15KNM模板支撑系统
3) 30m高空施工作业工程4) 城市房屋拆爆破工程
排脚手架高度限值20m双排脚手架高度限值50m需搭设超高度限值脚手架时采取方式采取相应措施：
1) 架高20m采双立杆架高30m采部分卸载措施
2) 架高50m采分段全部卸载措施
3) 采挑挂吊形式附着升降式脚手架等
8 规范剪刀撑搭设构造求
1) 道剪刀撑宽度应4跨应6m斜杆面倾角宜45°~60°间 2) 高度24m单双排脚手架均必须外侧立面两端设置道剪刀撑应底顶连续设置
3) 剪刀撑斜杆等接长宜采搭接连接旋转扣件少3
4) 剪刀撑斜杆应旋转扣件固定相交横水杆伸出端立杆旋转扣件中心线节点距离宜150mm
三 施工质量控制
4 质量控制策：
1) 工作质量确保工程质量 2）严格控制投入品质量
3） 全面控制施工程重点控制工序质量 4）分项工程质量验收关
5） 贯彻预防方针 6）严防系统性素质量变异
3 模板工程施工质量控制：
1) 模板安装 标高尺寸正确位置正确
2) 控制模板起拱高度设计求时起拱高度宜跨度11000~31000
3) 底模支架拆时条件养护试块抗压强度应符合设计求设计求时应符合规范求
4) 模板支架拆时间序必须施工技术方案确定序进行般支先拆先支拆先拆非承重部分拆承重部分
7 起吊时绳索构件水面夹角宜45度（角度增力增）
9 混凝土表面缺少水泥砂浆形成石子外露原：
1) 混凝土配合原材料称量偏差粗骨料易性差
2) 浇筑混凝土时混凝土离析石子集中振出水泥浆
3) 混凝土搅拌时间短拌合均匀易性差
4) 混凝土振捣密实漏振 5）模板缝隙 混凝土漏浆
7 涂料防水层宜留设施工缝面积较必须留设施施工缝时接涂时缝处搭接应100mm胎体增强材料涂膜缝应错开13幅度宽
3) 防水混凝土结构表面裂缝宽度应02mm贯通防水混凝土结构厚度应250mm迎水面钢筋保护层厚度应50mm
9 屋面卷材防水工程女墙泛水处施工质量控制应符合列规定
1) 屋面女墙交接处应做成圆弧泛水处应增设附加层铺贴泛水处卷材应结果包括隐蔽工程施工程采取满粘法2) 砖墙卷材收头裁齐直接铺压女墙压顶压顶应做防水处理压入砖墙凹槽固定密封凹槽距屋面找层应250mm凹槽部墙体应做防水处理
3) 混凝土墙卷材收头应裁齐塞入预留凹槽采金属压条钉压固定钉距应900mm密封材料封严
17 施工中应材料性指标进行复验：
水泥：安定性凝结时间饰面砖粘贴水泥面工程：凝结时间安定性抗压强度厕浴间防水材料室造木板饰面木板甲醛含量室天然花岗石放射性外墙陶瓷面砖吸水率寒冷区外墙陶瓷面砖抗冻性建筑外墙金属窗抗风压性空气渗透性雨水渗透性石材幕墙工程中石材弯曲强度寒冷区石材耐冻融性
18 理石饰面板产生规花斑俗称泛碱现象
19 玻璃幕墙工程型号规格批号材料作检验批批应机抽取3少5件进行检验
20 幕墙节工程材料构件进场批次批机抽取3试件进行检验
22 结构密封胶耐候密封胶前必须接触材料作相容性剥离粘结性实验
23 幕墙节工程材料复验求
1) 保温材料：导热系数密度
2) 玻璃：见光透射传热系数遮阳系数中空玻璃结露点
3) 隔热型材：抗拉强度抗剪强度
24 玻璃铝合金副框清洁采取两次擦：工艺进行
25 预埋件置预埋件连接部位混凝土强度等级应低C20
10 建筑节工程质量验收合格应符合列规定：
1) 分项工程应全部合格 2）质量控制资料应完整
3）外墙节构造现场实体检测结构应符合设计求
4）严寒寒冷夏热东冷区外窗气密性现场实体检测结构应合格
5）建筑设备工程系统节性检测结果应合格
26 建筑幕墙工程应列隐蔽工程进行验收：
⑴预埋件置预埋件⑵构件连结节点⑶变形缝墙面转角处构造节点⑷幕墙防雷装置⑸幕墙防火构造⑹幕墙四周表面体结构间封堵⑺隐框玻璃幕墙玻璃板块固定⑻单元式玻璃幕墙封口节点
27 幕墙节工程施工应增加部位项目进行隐蔽工程验收：
①封闭保温材料厚度保温材料固定②幕墙周边墙体接缝处保温材料填充③隔汽层④热桥部位断热节点⑤冷凝水收集排放改造⑥幕墙通风换气装置
31 聚硫类密封胶耐紫外线性较差容易老化明框玻璃幕墙中空玻璃
四 施工安全控制
1 般脚手架安全控制点
（1）脚手架搭设前应根工程特点施工工艺求确定搭设(包括拆)施工方案（2）脚手架基基础施工：必须根脚手架搭设高度搭没场土质情况现行国家标准关规定进行基础设备基础沟时脚手架程中应开挖否必须采取加固措施（3）脚手架节点处必须设置根横水杆直角扣件扣接水杆严禁拆节点处两直角扣件中心距应150mm双排脚手架中横水杆墙端外伸长度刁应杆长04倍应500mm
（5）高度24m单双排脚手架均必须外侧立面两端设置道剪刀撑应底顶连续设置中间行道剪刀撑间净距应15m24m双排脚手架应外侧立面整长度高度连续设置剪刀撑剪刀撑横斜撑搭设应立杆横水杆等步搭设．底层斜杆端均必须支承垫块垫板（6）高度24m单双排脚手架宜采刚性连墙件建筑物连接采拉筋顶撑配合附墙连接方式严禁仅拉筋柔性连墙件24m双排脚手架必须采刚性连墙件建筑物连接连墙件必须采承受拉力压力构造50m
2 脚手架检查验收项目理组织脚手架基基础应列阶段进行检查验收：①基础完工脚手架搭设前②作业层施加荷载前 ③搭设完10~13m高度④达设计高度⑤遇六级风雨⑥寒冷区土层开冻⑦停超月重新投入前
3 实施安全检查评分时张检查表保证项目中项分保证项目计分足40分时张检查评分表分
4 洞口作业安全防护基规定
（1）种楼板墙洞口性质应分设置牢固盖板防护栏杆安全网防坠落防护设施（2）坑槽桩孔口柱形条形基础口天窗等处作洞口采取符合规范防护措施（3）楼梯口楼梯边应设置防护栏杆者正式工程楼梯扶手代时防护栏杆4）电梯井口设置固定栅门外应电梯井隔两层(lorn)设道安全网进行防护
（5）建工程面口处施工现场员流动密集通道方应设置防护棚防止落物产生物体击事（6）施工现场坑槽陡坡等处需设置防护设施安全警示标牌外夜间应设红灯示警★
5 洞口防护设施求
(1)楼板屋面台等面短边尺寸25cm25cm孔口必须坚实盖板盖严盖板防止挪动移位固定措施
(2)边长50～150cm洞口必须设置层扣件扣接钢成网格栅满铺竹笆脚手板采贯穿混凝土板钢筋构成防护网栅钢筋网格间距20cm 3)边长150cm洞口四周必须设防护栏杆洞口张设安全网防护
（4）墙面等处竖洞口落洞口应加装开关式固定式工具式防护门门栅网格间距应1Scm采防护栏杆设挡脚板
（5）边楼板底面低80cm窗台等竖洞口侧边落差2m时应加设12m高时护栏
6 防护栏杆设置求
1) 栏杆柱固定横杆连接整体构造应防护栏杆杆处受方1000N外力
2) 防护栏杆必须安全立网封闭栏杆边设置高度低18cm挡脚板40cm挡脚笆板笆边距离底面空隙应10mm
7 报告事应包括列容：
①事发生单位概况②事发生时间点事现场情况③事简④事已造成者造成伤亡数(包括落明数)初步估计直接济损失⑤已采取措施⑥应报告情况
8 影响模板钢支架整体稳定性素：
素立杆间距水杆步距立杆接长连墙件连接扣件紧固程度
9 保证模板拆施工安全基求
现浇混凝土结构模板支架拆时混凝土强度应符合设计求设计求时应符合列规定：① 承重模板．应结构条件养护试块强度达规定求时方叮拆②张预应力混凝土结构底模必须预应力张拉完毕进行拆③拆模程中发现实际混凝土强度未达求影响结构安全质量问题时应暂停拆模妥善处理实际强度达求继续拆④已拆模板支架混凝土结构应混凝土强度达设计混凝土强度标准值允许承受全部设计荷载⑤拆芯模预留孔模时应混凝土强度保证发生塌陷裂缝时方拆
10 施工现场时电设备5台设备总容量50kW者应编制电组织设计时电设备5台设备总容量50kW者应制定安全电电气防火措施
11 施工电配电系统应没置总配电箱(配电柜)分配电箱开关箱．总—分—开序作分级设置形成三级配电模式
12 保证时电配电系统三相负荷衡施工现场动力电明电应形成两电回路动力配电箱明配电箱应该分设置
13 施工现场明电
(1)般场宜选额定电压220V明器
(2)隧道防工程高温导电灰尘较潮湿灯具离面高度低25m等场明电源电压36V (3)潮湿易触带电体场明电源电压24V(4)特潮湿场导电良面锅炉金属容器明电源电压12V(5)明变压器必须双绕组型安全隔离变压器严禁耦变压器(6)室外220V灯具距面低3m室220V灯具距面低25m(7)碘钨灯钠铊铟等金属卤化物灯具安装高度宜3m灯线应固定接线柱灯具表面
(8)夜间影响飞机车辆通行建工程机械设备必须没置醒日红色信号灯电源应设施工现场总电源开关前侧应设置外电线路停止供电时应急备电源
14 两级漏电保护系统总配电箱(配电柜)中应加装总漏电保护器作初级中漏电保护末级漏电保护器必须装配开关箱
15 三级安全教育指公司项目理部施工班组三层次安全教育
公司教育容：国家方关安全生产方针政策法规标准规范规程企业安全规章制度项目理部教育容：工安全制度施工现场环境工程施工特点存安全素安全技术交底容：1工作场工作岗位存安全素2接触安全设施具劳动防护品正确3安全技术规程4安全注意事项等
(2)生产营单位负责安全生产职责
1)建立健全单位安全生产责制
2)组织制定单位安全生产规章制度操作规程
3)保证单位安全生产投入效实施
4)督促检查单位安全生产工作时消生产安全事隐患
5)组织制定实施单位生产安全事应急救援预案 6)时实报告生产安全事
18高处作业：坠落高度基准面2m(含2m)坠落高处进行作业
19 高处作业分级
根国家标准规定建筑施工高处作业分四等级：
(1)高处作业高度2～5m时划定级高处作业坠落半径2m
(2)高处作业高度5～15m时划定二级高处作业坠落半径3m
(3)高处作业高度15～30m时划定三级高处作业坠落半径4m
(4)高处作业高度30m时划定四级高处作业坠落半径5m
21 移动式操作台台面超10m2高度超5m台面脚手板铺满钉牢台面四周设置防护栏杆允许带移动台
23 拆工程安全控制：拆施工许证建设单位办理拆工程前办理施工方案防护拆单位资质符合求
24 基坑工程监测
（1）支护结构监测包括
①围护墙侧压力弯曲应力变形监测②支撑(锚杆)轴力弯曲应力监测③腰梁(围檩)轴力弯曲应力监测 ④立柱沉降抬起监测等
（2） 周围环境监测包括①坑外形变形监测②建筑物沉降倾斜监测③线沉降位移监测等
27 电焊机安全控制点
(1)电焊机安装完毕验收合格方投入
(2)露天电焊机应没置势较高整方防雨措施
(3)电焊机接零保护漏电保护二次侧空载降压保护装置必须齐全效
(4)电焊机次侧电源线应穿保护长度般超5m焊线长度般应超30m应接头二次侧接线端柱外应防护罩
(5)电焊机施焊现场10m范围堆放易燃易爆物品
28 桩机械安全控制点
桩机周围应明显安全警示标牌围栏严禁闲进入高压线两侧lorn安装桩机
五建筑工程造价控制
1 建设工程合分：固定价格合（发包方利）调价格合成加酬金合（抢险救灾）固定总价合般适施工条件明确工程量够较准确计算工期较短技术太复杂合总价较低风险工程项目
2 调价格合中合价款调整素包括：
法律行政法规国家关政策变化影响 工程造价理部门公布价格调整周非承包原停水停电停气造成停工累计超8时双方约定素
六施工合理
2 索赔成立条件：合相已实际造成工期费增加造成工期费增加非 承办方应承担责风险规定时限发出索赔意索赔报告
10 施工合文件组成：
合文件应相互解释互说明专条款约定外组成合文件优先解释序：
（1） 合协议书（2） 中标通知书（3） 投标书附件（4） 合专条款（5） 合通条款（6） 标准规范关技术文件（7） 图纸（8） 工程量清单（9） 工程报价单预算书发包工作
11 抗力事件造成时间济损失应双方方法分承担：
1) 工程身损害工程损害导致第三员伤亡财产损失运施工场施工材料安装设备损害发包承担
2) 发包承包员伤亡单位负责承担相应费
3) 承包机械设备损坏停工损失承包承担
4) 停工期间承包应工程师求留施工场必理员保卫员费发包承担5) 工程需清理修复费发包承担延误工期相应延
12 事订立合书面形式口头形式形式建设工程施工合般采书面形式13 复印件原件具等效率：复印件背面注明原件存放点复印签字单位公章复印时间
七建筑工程施工现场理
1 现场消防工作应：预防防消结合综合治理方针
37 般时设施区100方米配两10L灭火器时木工加工油漆作业等25 方米应配置种类合适灭火器仓库油库危化品库组灭火器应少四组灭火器间距离应30m高度超24m建筑工程应保证消防水源充足
38 文明施工容：
1) 规范场容场貌保持作业环境整洁卫生 2）创造文明序安全生产条件氛围3） 减少施工居民环境利影响 4）落实项目文化建设
39
8 室环境污染物浓度检测结果符合规范规定应查找原采取措施进行处理进行次检验
Handicraft masters are busy with embroidery The craft also known as nuhong means women's needlework and handicrafts and was popular hundreds of years ago Photo provided to China Daily International travelers and businessmen applauded Chengdu's 72hour visafree policy which started in September 2013 The policy allows transit passengers who have a third country visa and valid air ticket to stay visafree in Chengdu in Sichuan province for up to 72 hours
My colleagues and I travel between Chengdu and Vancouver very frequently so this policy definitely makes our lives a lot easier said Rudy Buttignol president and CEO of British Columbia's Knowledge Network Co Buttignol is not the only one who has found the policy convenient In 2013 a total of 176 million international travelers visited Chengdu an increase of 1209 percent compared with the previous year
Local tourism revenue reached 133 billion yuan (22 billion) in 2013 an increase of 2624 percent from 2012 The policy is also a bonus for the business industry as more businessmen are willing to travel to the city said Chen Bin deputy director at the Chengdu Investment Promotion Commission According to official data Chengdu attracted 2718 billion yuan in investment last year With 22 Fortune 500 enterprises starting business in the city in 2013 Chengdu is now home to 252 such companies The policy boosts local tourism and business due to its convenience for foreign travelers an official said An Italian architect was the first person to take advantage of the policy The CEO of an architectural design firm visited four local companies within three days in Chengdu After the trip he cooperated with one of the companies to set up his first architectural firm in the city The new visa policy becomes one of our advantages in attracting foreign investment Chen said The project manager of the American Chamber of Commerce in Southwest China said more business delegations would now consider stopping in Chengdu instead of going straight to the traditional destinations such as Beijing and Shanghai
Qing Mountains birthplace of Taoism Photo provided to China Daily
The policy also benefits overseas Chinese like Wen Wei and his daughter who want to visit their hometown more frequently Wen lives in Australia with his family and changed a trip to Japan to visit Chengdu instead after he noticed the new policy I can come home more often now to meet with my family members and take a walk in those famous scenic sites Wen said Chengdu's government held a series of activities to promote the policy around the world In December 2013 Chengdu Tourism Administration Chengdu Media Group and Chengdu Daily gave 1000 foreigners a tour of the city The visitors were from some of the 51 countries and regions included in the visafree policy such as the United States the United Kingdom Japan Italy South Korea Singapore France and Germany The tourists visited attractions like temples farms and museums and tasted local foods Kuan Alley first built in the Qing Dynasty is a popular tourist attraction Photo provided to China Daily This is such a fantastic experience for me and I know more about the city and its culture now said Mia a college student from the United States Next time when my friends ask me I will tell them Chengdu has a lot more to explore besides pandas she added Chengdu is the fourth mainland city to implement the policy following Beijing Shanghai and Guangzhou An official of the Chengdu Tourism Administration said with more and more international travelers expected to visit in the future the city is looking to improve tourism facilities and services Promotion events are part of the marketing strategy and we hope people from other countries and regions realize how beautiful and charming Chengdu is he said
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