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施工组织设计
目录第一章工程概况第二章施工组织设计一、编制依据二、基础工程施工顺序三、基础垫层砼施工方案四、基础模板施工方案五、基础钢筋施工方案六、基础砼施工方案七、砌体工程施工方案八、外墙面砖施工方案第三章雕塑主体施工方案一、雕塑主体施工顺序二、雕塑创作步骤第四章管理目标一、质量目标及质量保证体系二、工期安排三、材料供应计划四、劳动力配制计划五、机械设备配制计划第五章文明施工、安全管理措施
第一章工程概况盘龙城大桥位于黄陂南端、府河中段。北起黄陂巨龙大道，与川龙大道相连，可直达黄陂城区；南越东西湖金银潭，与武汉中环、汉口发展大道相连，可直达汉口城区。大桥桥身全长1.2公里、宽27米、六车道，桥下可通行大型船舶，是介于岱黄高速公路与机场高速之间的高等级桥梁。盘龙城大桥的建成，将从空间、时间、心理上拉近盘龙城与汉口中心城区的距离。盘龙城大桥将成为武汉市区向北延伸和实现辐射农村的“扭带桥”，成为黄陂区敞开招商引资门户的“发展桥”，成为广大投资客户投资回报的“发财桥”，成为黄陂人民村民变市民的“圆梦桥”，在盘龙城经济开发区发展史上具有划时代的意义。盘龙城大桥也是府河上七座进入武汉市区的桥梁中唯一免费通行的大桥。本雕塑工程临近被喻为“武汉城市之根”的“盘龙城”遗址附近。雕塑主体反映了武汉的历史文化内涵，体现其深厚的文化底蕴，本雕塑的形体尺寸和可视面满足桥梁公路行车视觉效应，与周围环境统一，协调。第二章施工组织设计一、编制依据1、招标文件2、《混凝土结构施工及验收规范》GB50204－923、《砖石工程施工及验收规范》GBJ203－83；
1、《建筑装饰工程施工及验收规范》JGJ73－912、《建筑安全技术规程》二、基础工程施工顺序土方开挖→垫层C10砼浇筑→基础支模、扎筋、浇筑砼→土方回填1、土方开挖施工方案定位放线确定基础开挖尺寸后进行土方开挖。土方采用机械整体大开挖，自卸式装卸车运输弃置于建设单位指定的堆场。2、基础开挖尺寸：按设计基础砼垫层尺寸，并周边预留300mm作施工操作面开挖基础。3、基础开挖放坡：因无详细地勘资料。故按较为恶劣的情况考虑，土方开挖按1：0．75放坡，正式地勘资料出来后作适当调整。4、开挖顺序：因工程工期紧，土方开挖时间较短，故采取双向同时开挖，土方分别集中集放于两侧空地。施工注意事项：6、土方开挖随挖随运，轴线及整个基础基坑外0.8m范围内不堆土防止遇水垮塌；7、
土方开挖至设计标高20~30cm时复核开挖位置，确定其正确后继续开挖至垫层顶标高时及时会同建设、设计、质监部门、监理验槽；签字认定后及时浇筑垫层砼封闭；做到随挖随检，随验随浇，避免雨水、地表水浸泡土质发生变化；8、土方开挖至设计标高后，及时浇筑砼垫层，并在基坑一边角设300×300×300（净空尺寸）的集水坑，集水坑周边采用120厚MU10红砖，M5水泥砂浆砌筑护边，基础施工期间水坑设一台一寸水泵排地表水。三、基础垫层砼施工方案基础承台及联系梁垫层随挖随浇，采用JDY350搅拌机搅拌，插入式动棒振捣，浇筑前做好各施工准备，材料准备；运输采用人工手推车运输；垫层模板采用10cm宽木模关注，φ8钢筋L＝60cm打入土中固定模板。四、基础模板施工方案1、基础模板采用组合钢模板并尽量使用大规格钢模板施工，局部连接处采用木模板关注，模板配制根据施工现场不同基础的设计尺寸，选定相应不同规格、模数的钢模；局部采用5cm厚木模，以确保基础外观尺寸；基础上部预留柱采用钢管箍固定； 2、模板的安装顺序：竖直方向由下至上，水平方向由两端向中间进行；3、为保证模板的刚度及强度，模板背楞采用φ48钢管脚手管支撑，φ12钩头螺栓固定；4、模板施工细部处理按以下方式进行： a、基础转角处设连结角模、阳角转角模，以保证模板支撑系统的整体性和结构设计截面尺寸；
b、模板之间短边连结处U形卡不低于两扣（在顶角呈现外八字形卡牢），长边U型卡连结间距不大于300； c、模板与砼接触面在支模前均打扫干净、满刷隔离剂；d、为保证构件棱角完整，在砼浇筑完毕后第二天拆模；e、模板安装检验评定标准按《混凝土结构工程施工及验收规范》GB50204－92进行评定，达到优良标准。五、基础钢筋施工方案1、钢筋材料购置及材料检验钢筋质量是保证全现浇框架结构质量的重要材料之一；为保证工程质量，每批钢筋进场时出具钢材材质证明及检验合格证，并随机按规范要求抽样检验合格后使用；2、钢筋加工方案a、钢筋加工工艺流程材质复验及焊接试验——配料——调直——除锈——断料——对焊——弯曲成型——成品堆放b、钢筋配料前由放样员放样，配料工长认真阅读图纸、标准图集、
图纸会审、设计变更、施工方案、规范等后核对放样图，认定放样图钢筋尺寸无误后下达配料令，由配料员在现场钢筋车间内完成配料；钢筋加工后的形状尺寸，规格、搭接、锚固等符合设计及规范要求，钢筋表面洁净无损伤、无油渍和铁锈、漆渍等；c、钢筋调直：采用冷拉方法调直钢筋时，I级钢筋冷拉率不大于4%，II、III级钢筋冷拉率不大1％；d、钢筋断料采用钢筋切断机，断料前检查钢筋配料无误后进行断料，断料时按配料严格进行；弯曲角度30456090135调整值0.35d0.5d0.85d2.0d2.5de、钢筋焊接：调伸长度的选择：I级钢筋＝0.75~1.2d II级钢筋＝1.0~1.5d(直径小的钢筋取大值)闪光留量取值连续闪光焊为两钢筋切断时严重压伤部分之和。另加8mm预热闪光焊为8~10mm。预热闪光焊预热留量为4~7mm，预热频率适当。L、闪光对焊注意事项①、对焊操作由持证上岗操作熟练工人专职操作；②、对焊前，清除钢筋端部1.5m范围内铁锈、污物，避免在夹具和钢筋间接触不良引起打火，另外对端部有弯曲的钢筋，予以调直或切除；③、当调换焊工或换焊接钢筋规格和品种时，先作对焊试件（不小于2件）进行冷弯试验，合格后正式成批焊接；④
、焊接完毕后，待接头由白色变为黑色后松夹具，平稳取出钢筋避免过热引起接头弯曲。⑤、钢筋的运输 成品钢筋在地面采用平板车及人工相结合的运输方式，垂直运输依靠塔吊进行。⑥、钢筋的安装基础底板钢筋采用人工绑扎的方式安装；基础底板钢筋网四周两行钢筋交叉点每点绑扎，中间部位间隔交错绑扎，相邻绑扎点铁丝扣成八字型，以免网片因顺峰绑扎变形；柱插筋“L”形脚放在钢筋网片上，电焊点牢；承台口柱插筋用扎丝在钢管箍上绑牢，防止砼浇筑时跑位。钢筋保护层垫块采用50×50mm2砂浆预制，按规范规定布置；砼浇筑时派专人守护，避免钢筋变形、移位； 钢筋的绑扎：基础底板为双层双向钢筋，绑扎时钢筋支架用[ 8号槽钢，竖向设置，下部通长连接500mm长的└70×5角钢，每2m×2m布置一个[ 8号槽钢支点。在槽钢上根据承台网片标高焊接水平[ 10号槽台作为上部钢筋的搁置点。 ⑦、基础钢筋施工质量检验评定标准 按《混凝土结构工程施工及验收规范》GB50204－92进行，达到优良标准。六、基础砼施工方案
本工程基础砼施工全部采用现场搅拌，施工现场设一台搅拌机，采用插入式振动器振捣。 该基础属大体积砼，在砼硬化过程中所释放的水化热情况下，砼外表面热量容易散失，形成内外温差而产生温差应力，如控制不好会形成温差裂缝，施工时注意保温，内外温差控制在25。C以内。A、施工要点：1、砼浇筑前的准备a、用合格水泥及相应砂、石按设计标量进行试配，试配结果及配合比由建设单位，监理单位签字认可后浇筑砼；准备好足量的水泥、砂、石等材料；b、检修JDY350搅拌机、捣动器等机械无故障；c、组织各相关人员到位，班组、施工管理、检查人员、机械操作人员分成两班配备，并做好砼浇筑安全技术交底；d、砼运输跑道搭设完毕、牢固；e、搭设好天秤，做好计量、取样准备；f、准备好雨披、雨具、塑料布、油毛毡等以防雨、防雹；g、查询气象台，确认浇筑砼时间范围内无大雨等灾害性天气；h、检查模板、支架钢筋、预埋件等达到设计和规范要求，浇筑平台安装牢固；做好隐蔽验收工作，备齐水泥合格证、检验报告；试验强度报告、配合比，由建设单位、监理、质监部门签字认可。2
、砼浇筑方案：a、对基础面积在16m2以内采用全面分层浇筑。b、对基础面积大于16m2以内采用斜面分层浇筑3、砼浇捣时在基坑周边搭设独立浇捣操作台，避免踩踏基础模板和碰击柱预留插筋；4、浇筑砼前检查模板、支架钢筋、预埋件等达到设计和规范要求，浇筑平台安装牢固；做好隐蔽验收工作，备齐水泥合格证、检验报告；试配强度报告、配合比，由建设单位、监理、质检部门签字认可；5、砼浇筑期间，掌握天气变化情况，避免雷雨天浇筑砼；浇筑过程中准备水泵、塑料布、雨披以防雨；发电机备足柴油及检修好以保证施工用电不间断；6、浇筑砼时，砼自由倾落高度不大于2m；振动器操作做到“快插慢拔”，防止发生分层、离析现象；控制振捣时间，一般每点振捣时间20－30S，当砼表面不出现气泡，泛出灰浆时停止振捣；振动棒插点间隔30－40cm均匀交错插入，按次序移动，以防止漏振，振动棒与模板的距离不大于15厘米，避免碰撞钢筋、模板；砼浇筑完后，小木锤轻敲模板，检查砼浇捣密实度，杜绝蜂窝麻面及狗洞的出现；7、砼浇筑基础承台时做到“换人不停机”连续作业；8、砼浇筑后，在砼初凝时间，及时根据砼施工前抄测的轴线依据检查、复核、修正预留插筋位置，保证上部钢筋质量；9、砼浇筑过程中，严格按规定取样；
10、砼养护：注意掌握养护时间，塑性砼灰浇筑后1－2小时左右，或轻轻用指压无印痕时开始养护，新浇注的砼养护采用二层新薄膜。11、砼浇筑成型后，注意后期养护温度和湿度，防止水份散失过快造成砼内外不均匀收缩，引起砼表面开裂。B、技术措施1、由于工程量大，为避免施工中出现冷缝，施工前做好砼配合比，适当加入缓凝减水剂，尽量减少每立方米用水量，从而减少因水份散失不均匀而引起的收缩裂缝。2、选用干缩变形较小的矿渣硅酸盐水泥，尽量控制水泥用量，使水泥水化热尽量降低。3、因含泥量大，砼收缩也大，在规范要求之内，严格控制砂子、石子的含泥量，尽量降低砂石含泥量，安排专人冲洗石子。C、砼保温养护措施1、基础砼浇筑后，前期（通常72小时，根据现场砼温度和湿度定）覆盖二层塑料薄膜（0.2~0.14mm）密封保温保湿，外加三层麻袋保温，表面覆盖一层塑料膜防风，五天后，揭掉底层薄膜利用三层麻袋浇灌水，表面覆盖薄膜蓄水蓄热养护。2、加强砼浇灌后的特殊养护措施，采取不列特殊措施进行养护。①、养护层次：a、
底层为一层塑料编织袋进行砼初期保温。b、中间为三层麻布片进行保温保湿。c、面层为一层塑料编织袋防风。②、养护用水：养护用水温度不低于25度。3、施工注意事项1）上、下二层薄膜均封盖严密，薄膜间搭长度400，将上平层薄膜搭接处及四角周边用木方压紧盖严。2）随时观察砼养护情况，保证水泥水化作用所需的适当温度和湿度条件。3）模板拆除后，勤于浇水养护，防止砼表面出现泛白和干缩裂缝现象。D、砼浇筑质量检验评定标准按《混凝土结构工程施工及验收规范》GB50204－92进行，达到优良标准。七、砌体工程施工方案1、材料的进场及试验： 本工程所用砌块由我公司负责采购，在采购过程中我项目部做到：优质标准，严禁用“三无产品”，先检验，后进场，无国家产品合格证及检验不合格均不使用的原则；为防止不同期砌体材料材质不稳定，在使用中按规定批量抽样检验；水泥、砂、砌筑砂浆随砌体按规定抽样检验；2、
砌筑用砂浆、砌块垂直运输采用斗车，水平运输采用人力手推车运至施工点；3、砌体砌筑（1）砌体施工前，先将楼地面用细石砼按标高找平，然后按设计图纸放出墙体轴线并立好皮数杆，使皮数杆上的楼地面标高线位于设计标高位置上；（2）对墙的转角和交接处同时砌筑，对不能同时砌筑又必须留置的砌成斜槎，斜槎长度不小于高度的2/3，并设拉结筋，且间距≤500；（3）砌砖时，先拉准线，灰缝做到横平竖直，水平灰缝的砂浆饱满度不小于90％，垂直灰缝的砂浆饱满度不低于60％，砌体水平灰缝厚度和垂直灰缝控制在8~12mm，埋设的拉结筋设置在砂浆层中；（4）墙与构造柱沿墙高每500 mm设置2φ6的水平拉结筋，每边伸入墙内1m；（5）每天砌筑高度＜1.8m。已砌好的砌块，不撬动、碰撞、松动；4、遇有暗埋管线及需打洞开槽处，由安装人员配合预留避免事后处理，影响墙体安全。5、砌体工程质量检验及评定按《砖石工程施工及验收规范》GBJ203－83进行，达到优良标准。 八、外墙面砖施工方案1、施工前的准备按规范规定要求，施工材料：水泥具有合格证及检验合格报告，沙具有筛分报告，施工前用3mm×
3mm筛子过筛，勾缝用的细砂，用窗砂过筛，面砖按甲、乙双方认可的产品及价格进行采购，产品进场附出厂合格证，按规范要求进行产品检验，合格后使用。施工前对基层组织验收，对面砖进行挑选，凡外形不合格或颜色差异大的都剔除。2、施工工艺流程外墙面砖，操作程序如下：基层处理→测定阴阳角垂直线→打巴出柱→浇水湿润→刮底糙灰→局部找平→抹中层糙灰→弹面砖控制线→架设匹数杆并横竖拉控制线，或分块弹线→贴面砖→理缝→勾缝→擦净表面→检查验收及养护→拆除脚手架3、施工过程a、基层处理：对基层有凹凸不平处，先凿平修补，混凝土表面要凿毛，加气砼墙面铺钉钢板网，墙面脚手架孔洞，水电管线孔槽，门窗樘与墙的间隙等提前用水泥砂浆分层补平，基层表面的松散砂浆，污垢油漆清除干净；b、测定阴阳角垂直线，用经纬仪在外墙阴、阳角处测定垂直线，将直线弹出距阴、阳角50毫米处，作为标准线。根据标准线确定找平层厚度，并作出标志，按标志在墙面上拉通线，每隔1.5米做出标准巴子，然后出柱，作为抹打平层糙灰的标准；c、
分层刮糙：将墙面清理干净，浇水润湿，进行分层刮糙灰，如基层为混凝土，刮糙前，先刷801胶水泥浆一遍，配合比为水泥：801胶：水＝1：2：8，紧接着用水泥砂浆抹底糙灰，砖基层采用1：2．5水泥砂浆，混凝土基层采用1：1~1.5水泥砂浆，并掺入水泥重量5％的801胶，厚4~6mm，经过24小时后，用1：2．5水泥砂浆将墙面凹进较大处，局部分层找平，每层厚度不超过7mm，终凝后，用1：2．5水泥砂浆抹找平层，厚7~10mm，用长靠尺刮平，将阴、阳角通直，然后用抹子抹平、划毛，按中级抹灰要求进行平整度、垂直度和角度方正的检查，经验收合格后，才进行下道工序；d、弹面砖控制线：控制面砖的平直度和缝隙均匀，采用匹数杆，在匹数杆上纵横拉线方法控制，其方法按墙面、柱面的实际尺寸放大样图，确定匹数和缝隙宽度，刻划在匹数杆上，上下和左右均设置匹数杆，然后纵横拉线进行镶贴；e、贴面砖：结合层用1：1水泥砂浆，并掺入水泥重量5％~10%的801胶。镶贴时，从最上层工作面开始，每一工作面自下而上镶贴，先墩子，后墙面；檐口、腰线、窗台、雨蓬等做流水坡度和滴水线。贴面砖前，浇水润湿墙面，尤其是夏季施工，先提前湿透。把经过挑选并浸水后的面砖，用小灰铲挑适量砂浆，先在面砖背面薄刮一层，然后铺足满刀灰，这样增加粘结力，按控制线位置贴上后，用小铲柄轻轻敲击，达到平整、密实为止，贴牢后避免移动，如必须移动面砖时，要重新铺砂浆，镶贴时保持上口平，如有偏差，用竹片垫平。面砖水平缝宽在6mm以上者，镶贴时在水平缝内嵌“厘米条”或在面砖下面的两个角上嵌“十字卡”，控制灰缝均匀，采用厘米条时，厘米条事先用水浸泡，固定时，外表面不高出面砖的表面，取“厘米条”或“十字卡”
时，要仔细，不能使面砖松动，用后清洗干净。做到灰缝均匀，接缝平整，楞角整齐，贴完后，进行理缝，将缝内多余砂浆刮掉，并有棉纱将表面擦干净；f、勾缝：面砖之间的缝隙，按设计的要求进行勾缝，缝隙大的，用1：1水泥砂浆勾缝；缝小的，用水泥浆勾缝，勾缝砂浆的颜色，按设计要求配制，发设计要求勾凹缝，一般凹进3mm；勾缝时，用勾缝条将砂浆拖平、压实、收光，保持深浅一致，白色缝，用竹拖条，保持洁白度。勾完缝，及时将表面擦干净，经检验合格后，才拆除脚手架。4、外墙面砖工程质量检验与评定按《混凝土结构工程施工及验收规范》GB50204－92进行，达到优良标准。第三章雕塑主体施工方案一、雕塑主体施工顺序小样制作——小样细部放大——主体细部锻造——龙骨制作——锻造件焊接——予拼装——现场安装、焊接——表面处理二、雕塑创作步骤
雕塑是经过一步步的工作，才能完成的一个系统工程（或称作品）。和绘画比较，画家画完，作品也就成了。雕塑却还要经历许多步骤，有些是属于非艺术性的劳动（如翻石膏）。对于不是从事专业雕塑，如建筑专业的，了解一点雕塑的步骤，了解雕塑家在每个环节关注的重点，对于欣赏雕塑或者和雕塑家进行合作都大有裨益。古典传统雕塑和现代雕塑在创作方法和创作步骤上差别极大，每一个雕塑家又有他自己独特的创作步骤，不可能有一个统一的创作模式。以下介绍一般性的雕塑设计、制作工艺流程。构思 指艺术家在孕育作品的过程中进行的思维活动，具体表现就是画草稿。只有通过草图和草稿才能把艺术家脑中的未来作品的朦胧想法具体化、对象化。有了草图，然后用立体材料制作一个或数个立体的小型模型（也有不画草图直接做模型的）。草稿的形象和脑中的形象总是有差距的，为了选择最理想的方案，雕塑家往往会做很多模型方案进行反复推敲。顺利情况下，艺术家在草稿中一下子就找到他所追求的东西，更多的时候是做了许多草稿才能找到。还有的情况是艺术家在草稿阶段不断产生新的想法，变来变去，最后的方案和当初的想法会相距甚远。这个阶段艺术家的创作思维活动处于最紧张、最活跃的阶段，他的才能、修养及想象力受到考验。
如果雕塑家是为某个特定环境设计雕塑，他首先会仔细阅读图纸，去现场勘察，尽可能熟悉未来雕塑放置的环境（或改造后环境），仔细研究环境的条件。环境条件制约雕塑家，同时也会启发雕塑家。雕塑进入环境成为新的环境因素，能够使环境得到改善甚至重新安排。现代环境艺术是自然环境与人工艺术创造的有机结合，如何使二者的结合十分自然而不生硬，是环境艺术创作成败的关键。雕塑家需要思考许多问题，比如环境的性质，环境的状况（地形、建筑、植被、水体等），根据环境确定雕塑的位置、尺度、造型风格、形式、材料、色彩，还要考虑到自然条件，如日照时间、日照角度、风压、地震可能对雕塑造成的影响。许多问题需要和规划师、建筑师共同研究，尽可能把涉及的因素考虑周全。在电脑上模拟或做整体环境的模型都是可行的办法。在构思阶段需要作出经费预算。雕塑家需要有一些经济头脑，对艺术市场和材料加工市场行情有一定的了解。在若干草稿中，经过选择，确定准备实施的方案，就进入制作定稿阶段。定稿 定稿是构思阶段的成果，放大阶段的依据。未来雕塑的艺术处理，都应在定稿上体现。一般室内架上雕塑直接由草稿放大到所需要尺寸，制成永久材料成品，不需经过定稿阶段。定稿要有足够大的尺寸，要能够体现放大作品的所有细节。一般采用和放大的作品有简单比例关系的尺寸，如1：2,1：5,1：10等，便于在放大时计算。定稿可用真实材料做，也可用代用品，完成的定稿应该是件独立的艺术品。定稿考虑得越周全，处理得越完善，在放大阶段就会越顺利。
定稿阶段是关键性、决定性阶段。定稿好，放大效果可能好，也可能不好，定稿不好，放大效果一定坏。雕塑家的修养、经验和功力在定稿阶段起决定性作用。经验十分重要，定稿上要进行的很多艺术处理，比如透视变形的校正、比例的改变、错觉的修正、影像的确定等，要能够预见放大后的效果，而这是电脑不能完全代替的。放大制作 这个阶段的任务是根据定稿将雕塑放大到足尺。放大的方法很多。用立体合成方法制作的雕塑，一般依据图纸或小模型，将每个部件分别用材料放大制作，然后拼装成雕塑成品。这是非再现性雕塑放大常用的方法。具象雕塑大多用传统材料，按传统办法放大。放大有几道工序：（1）用泥或其他可塑性材料，按定稿放大成1：1的泥稿大样。放大可用仿形放大尺、放大圈等办法控制造型，现在也有用电脑放大的。（2）用石膏或玻璃钢将泥塑大样翻制成模型。（3）用石膏或玻璃钢的模型铸铜、铸铁、锻不锈钢或根据模型刻石。（4）表面处理。对铜铁金属铸造的雕塑，要用化学药品和颜料着色，不锈钢要抛光或喷砂，石刻要磨光或刺点等，最终完成作品。放大阶段解决工程技术问题。
雕塑尺寸越大，工程问题越突出。雕塑家与工程技术人员的合作是很重要的。放大工程并不是机械式的操作，怎样能更好地体现定稿的艺术精神，就不是机械放大能做到的，还有许多在定稿上没考虑到的问题或由于体量变化出现的新问题，或是技术条件制约无法达到要求，需要修改设计等，需要及时调整、纠正、解决。整个放大过程需十分小心、谨慎，有些纰漏是无法弥补的。放大制作效果的好坏，和参与工程技术人员整体素质密切相关。放大制作中，经常会有由于工程人员素质低下，违背雕塑家的意愿，造成差错和质量低劣，并把恶果强加给雕塑家的情况。许多粗劣的雕塑就是这样产生的。每到放大制作阶段，很多雕塑家都是提心吊胆。解决的办法就是尽快提高雕塑加工工程人员的素质和加工技术水平。主体细部锻造：1、注意材料锻造温度范围的大小，因此对温度控制的要求很高。例如：铜始锻温度和终锻温度都在600度以上。2、因为雕塑制作是一个手工艺很强的工作。所以在制作时各个工序，拔长、展宽、弯曲、切割各个工艺一定要按照工艺操作过程进行。①拔长过程胚料的宽度与厚度之比小于2～2.5，以免翻转900再打时发生横向弯曲。为使胚料料表面层的纤维不受破坏，型锤每一次的移动必须放在相领的凸出部位。②展宽应从中间往外展宽，先打里面，在打外面。避免边缘胀裂。③当锻件有数处弯曲时，弯曲的次序一般先弯端部，再弯直线部分和曲线部分的交接处。弯曲部分加热不宜过长，最好局限在受弯的一段，同时注意加热均匀。④胚料切除后，残留在边界上的毛刺必须清洗干净，以免在锻打过程中压入毛刺而形成夹层和斑疤等缺陷。应使的锻造时要注意锻件冷却：锻造过程一般在700～9000C结束，如果冷却过程不合理会造成锻件变形及产生内部裂纹——
白点。一般采用空气中冷却，坑中和砂中冷却，炉中冷却。龙骨制作：龙骨制作要注意防腐，及焊缝质量。表面处理：一般指表面打磨。要保证打磨后表面色哲一致，焊缝不明显。切不可有强烈反光效果。运输、安装及后期处理 在放大时就应该考虑安装和运输的方案。大型雕塑在运输时要分节，放大时就要做好截断和拼装的准备工作。要事先在安装地点预埋好安装的配件，在雕塑的相应位置也要预制好安装的配件。安装工作一般由工程人员去做，但雕塑家必须守在现场。往往一点小小的误差或疏忽，就会给安装带来很大麻烦，甚至影响雕塑的艺术质量，所以大意不得。安装之后需要在现场对雕塑进行最后的修整，比如把拼缝接好，把颜色调整好。石刻在安装后还可以根据现场光线的变化。对整体再进行一遍调整和加工（俗称“找光线”）。布置雕塑环境 雕塑安装完成之后，需要创造一个很好的欣赏环境，设计照明，布置水景、绿化，设置座椅、灯柱等。要给最好的拍摄角度留出足够的场地。如果有些角度不太理想，可用树木遮档或用草坪隔开，来做最后的补救。 整个雕塑创作过程，尤其是大型雕塑的创作过程，是一个繁复的系统工程，要投入很多人力、物力，要动用各种现代科技手段。一件雕塑作品的诞生，是雕塑家的心血结晶，同时也凝结着许多参与人员的辛劳和智慧。第四章管理目标
一、质量目标及质量保证体系本工程的质量目标为优良，为保证本工程质量目标的实际，我们严格按照IS09002质量体系程序文件的要求，在项目部内建立以项目经理直接负责的、由主任工程师和经理部各相关部门负责人及下属各施工班组，组成完善的质量保证体系，对工程进行全员、全方位、全过程的全面质量管理。质量管理体系附后。质量保证体系项目经理（项目总工）项目部质检工程师项目部雕塑设计师项目部施工员雕塑制作安装质检员土建施工质检员锻造班长焊接班长木工班长泥工班长钢筋班长测量班长二、工期安排
根据业主的工期要求，在100天内完成该工程的施工我公司有信心90天内保质保量完成该工程。工期安排附后。三、材料供应计划本工程开工前即对施工用雕塑主体原材料，基础结构钢材、水泥、砂石、装饰材料等的料源进行全面的考察和质量鉴定，确定具备资格合格的材料供应方，然后根据总的计划用量，按施工进度安排和施工现场的存放能力，采取边施工边购进的方法送达施工现场。表1序号项目规格实验项目实验时间进场时间1钢筋设计要求性能及焊接头实验合同签定3天内基础施工前3天2水泥设计要求性能实验合同签定3天内基础施工前3天3黄沙设计要求性能实验合同签定3天内基础施工前3天4碎石设计要求性能实验合同签定3天内基础施工前3天5雕塑主体材料设计要求合同签定3天内主体制作前3天6装饰材料设计要求合同签定3天内主体安装完毕四、劳动力配制计划根据本工程的规模、特点及工期要求，合理安排施工，保证充足的劳动力，确保关键部位的施工和各工序之间的衔接紧密，正常情况下保持20人施工，为按期完成任务创造条件。具体配制如下：表2
工期安排及劳动力配制计划表序号项目时间（天）1020304050607080901搭临设施2主体制作3基础施工4主体安装5基础装修6收尾劳动力配备计划劳动力配备说明泥工5人钢筋工3人木工2人锻造工10人焊工4人测量1人锻造工14人焊工4人泥工5人锻造工2人焊架子工2人工1人
五、机械设备配制计划项目经理部将根据工程的需要配制各种施工机械，以充分发挥机械的效能，为工程的高速如期完成和工程质量提供保证。机械设备见附表。表3机械设备及仪器序号名称单位数量规格备注1发电机台125kw2经纬仪台1J23水准仪台1S34混凝土搅拌机台1350L5插入式振动棒个36电焊机台27氩弧焊机台28云石锯把49手提砂轮机个310手提抛光机个311手推车辆4
第五章文明施工、安全管理措施我公司对文明施工、安全管理非常重视。对此，本项目经理部实行文明施工、安全管理经理负责制；并委任专职人员，保证文明施工、安全管理措施的贯彻落实。开工前作好班前活动，由项目经理、专职人员对施工人员进行文明施工、安全生产书面技术交底，树立文明施工，安全生产的意识。保持施工现场无积水，整齐规范，按JGJ9—99标准搞好施工现场的文明施工，并定期进行文明施工，安全生产的检查工作，发现问题及时整改并做好记录。安全管理体系项目经理安全员钢筋班长泥工班长木工班长锻工班长焊工班长内部资料，请勿外传！精品资料精品资料精品资料精品资料精品资料
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