北京城建建设工程有限公司 水池模板施工方案康宁显示科技（中国）有限公司第二期项目水池模板施工方案北京城建建设工程有限公司2011年05月05日康宁显示科技（中国）有限公司第二期项目水池模板施工方案编 制 人： 审 核 人： 审 批 人： 编制单位：北京城建建设工程有限公司 编制时间：2011年05月05日目 录一、工程简介 1二、材料准备 1三、机具准备 2四、模板选型 2五、模板设计 3六、模板施工工艺 17七、安全事项 17北京城建建设工程有限公司 水池模板施工方案一、工程简介康宁显示科技（中国）有限公司二期工程位于北京市经济技术开发区，该工程建设单位为康宁显示科技（中国）有限公司（康宁显示科技（中国）有限公司为美国康宁公司建立在北京经济技术开发区的外商独资企业），设计单位为世源科技工程有限公司（中国电子工程设计院），招标代理机构为福陆（中国）工程建设有限公司本分项工程为水池部分，基础类型为桩基基础，结构类型为现浇钢筋混凝土剪力墙结构。
环境类别为二类B，结构抗震等级为二级地上1层，结构顶标高为13.5m，底板、顶板、梁、墙的混凝土强度等级为C30P8Ⅰ.Project InstructionCorning Display Technologies (China) Phase II Project locates at Beijing Economic-Technological Development Area. Corning Display Technologies (China) Co., Ltd (CDTC is the wholly foreign owned enterprise of Corning Display Technologies at Beijing Economic-Technological Development Area.) acts as the construction unit, while S.Y. Technology, Engineering and Construction Co., Ltd (China Electronic Engineering Design Institute) acts as the design unit and Fluor (China) Engineering & Construction Co., Ltd act as the bidding agency. The project is divided into General Workshop, CUP integrated power station plant and a total of two major projects, all of the floor structure, with a total construction area of 151513㎡. General Workshop includes BATCH, MELT and FINISHING areas with a frame of steel structure. It has 7/6/2 layer on the ground; CUP is reinforced concrete frame structure, and 2/3 layer on the ground. The absolute elevation of ±0.00 should be 27.3m.二、材料准备1.组合小钢模：长度为1200mm、1500mm，宽度为100mm、300mm、600mm。
常用模板为P6015、P3015、P6012、P1015等2.带有螺栓孔的模板为P10153.定型钢角模：阴阳角模、连接角模4.支撑件：Φ48钢管，长度有6000mm、4000mm、3000mm、2400mm、1800mm、1200mm、1000mm，十字卡扣、旋转卡扣、可调顶托、木材等5.连结件：U型卡、山型卡、碟型扣件、Φ18对拉螺栓等6.隔离剂：油质脱模剂7.(宽)100mm×(高)100mm×(长)4m方木、(宽)50mm×(高)100mm×(长)4m方木、15mm厚多层板（国标）II.Material Preparation1.Combined steel formwork: length1200mm and 1500mm, width is 100mm, 300mm and 600mm. Commonly formwork is P6015, P3015, P6012, and P1015 etc.2. Formwork with bolt hole is P1015.3. Case-hardened angel steel formwork: yin-yang angel formwork、 joint angel formwork.4. Brace parts: Φ48×3.5 steel tube with the length of 6000mm、4000mm、3000mm、2400mm、1800mm、1200mm、1000mm.5. Joint parts: U-shaped fastener, mountain type fastener, disc type fastener, Φ 18 bolt, etc.6. Parting agent: released agent like oil.7. Square wood with the dimension of 100mm x 100mm and 50mm x 100mm and multiply wood with THK of 15mm(GB).三、机具准备吊车（25吨）、木工电锯、木工压刨、木工平刨、圆盘锯、手电钻、锤子、扳手、水平尺、钢卷尺、吊装索具等。
Ⅲ.Material Preparation25T crane, electric saw for carpentry, pressure planer for carpentry, flat planer for carpentry, disk saw, hand drill, hammer, spanner, horizontal rule, steel tape, load handling devices and etc.Machine specification requirementsSerial No.NameModelQuantity(KW)Rated power(KW)1Electric saw for carpentryMJ5002102Disk sawMJ105A643Pressure planer used by carpenterMB1031034Flat planer used by carpenterMB503A102.25Hand drills22mm20/6Auto cranesQY251/四、模板选型1.垫层侧模：采用(宽)50mm×(高)100mm×(长)4m方木做模板，Φ20钢筋棍外围固定。
2.底板侧模：采用15mm厚多层板拼装，方木背楞及钢管斜撑固定3.导墙模板：采用15mm厚多层板拼装，Φ18对拉螺栓、水平竖向钢管背楞及钢管斜撑固定4.集水沟模板：采用15mm厚多层板拼装，Φ18对拉螺栓、水平竖向钢管背楞及钢管斜撑固定5.墙体模板：采用组合小钢模，Φ18对拉螺栓、水平竖向钢管背楞及钢管斜撑固定6.顶板、梁模板：采用15mm厚多层板拼装，满堂红式碗扣件支撑体系IV.Type Selection of Formwork1. The side formwork of padding layer: It will be assembled with multiply wood with THK of 15mm and fixed with rebars with the diameter of 20mm.2. The side formwork of bottom board: It will be assembled with multiply wood with THK of 15mm, and fixed with rebars with the diameter of 20mm as well as square wood.3. The wall formwork: It will adopt the combining steel formwork: and will be fixed with split bolt, horizontal steel tube, riser and diagonal bracing.4. The horizontal formwork of beam and slab: For all beams and slabs, they will be assembled with multiply wood of 15mm and will adopt the full framing supporting system.五、模板设计V. Formwork Design1.垫层侧模垫层厚度为100mm，用(宽)50mm×(高)100mm×(长)4m方木做模板，外围采用φ20钢筋棍插入土中固定，间距1000mm。
1. The side formwork of padding layerThe THK of padding layer is 100mm. It will use 50mm x 100mm square wood as formwork. And its backside will be knocked into ground and fixed with rebars with the diamenter of 20mm. The space between rebars is 1000mm. And it will be poured by one time. 2.底板、导墙和集水沟模板水池底板、导墙和集水沟的模板一同安装完成，并一次浇筑完混凝土2.1底板和导墙模板①底板板厚为800mm，侧模采用15mm厚多层板拼装，(宽)50mm×(高)100mm×(长)4m方木方木横向背楞，方木外立杆间距800mm一道，最外围3道双排水平杆上中下设置，钢管斜撑1道，一端顶住模板另一端固定于地面②导墙高度550mm，模板采用15mm厚多层板拼装，(宽)50mm×(高)100mm×(长)4m方木横向背楞，方木外立杆间距800mm，最外围2道双排水平杆，水平杆外设置上下2道Φ18止水螺栓。
外侧钢管斜撑1道，一端顶住模板另一端固定于地面；内侧钢管斜撑1道固定于底板地锚钢筋上依据设计要求，水池墙体水平施工缝采用止水钢板止水，钢板宽度400mm，厚度3mm，凹边50mm宽，45°转角，凹口朝内设置，止水钢板处两侧各设置1根水平措施钢筋，用于焊接横向拉结。