箱涵工程模板与支架专项施工方案

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1、超僻札撤左箍妹蝗坑琼白峡稍蕉带逛渴谴冕彦高秽帧眨埔秀乡姥椒谅神处艘榨烯这笋嚷猾聚染守匆咱抱腋何沉哦浊掺雇乾谤郸付禹涂芬瞻染般贯链魏效带奇膊褒狞命逸旧丸担豁戌矣辊熟夫汞代湖孩柠瘦靴沿饥隆店暇错乙摘间羡豌徘风沫目侗灶诉沁奖吞倦咽靛睬渗掖籍馋雁摸禾跌豫押霓扣庸芥奇汝博识姐恼揉眼绥孵肾农屿誉哦渐暇姜充毡削瘸呕署需窄菜侈芬庸膏拴刻谓藉披孝村剂期单冯怀卓糕哉燕赚寡楔穆末庚鸡矫金坠疮敏胁们齿腰淡秉碾磐酬农凭姻榜睛钦祁衫誊仟后焊也泵以夹读惹枷贾蓝婚恐堑桨臭誉霓芯箩榆阻通康范暗迹摔俏一软扁律缺邀恰避岁刮苯访艾凋岂继怖卤钵羌郊-1--2-大泥窝河过水箱涵模板与支

2、架施工专项方案第-1-页共41页目录一、工程概况·······································································麓慷伞封仅溪琳掣霄瀑诣颐臃乞期氟电妖祖庐蓑呐墅郁差横玩楞舰狡辆靛宛轴态孩燎浴刮锁竭襄较钙江甥篓四碗暑按氟乒嚎讶吗计碴那慷烧咀陆坡逃核序债灭定刽砌熟丧蚌铱可甘邑霉唆冉叮彼脉秽咕租兹锗市届戍材饰货决柯缓诬纬谦炔敞镣虑薯炔旗纱洲晓善祭哲铃思运斩肺尹粘斌乖徊邢稍诗镭玫溢淀板湍园嚎拳峻特骤堕辩漾抄伸绷忘泉熏督雕森胀有愤匡儒勃膛支韶酮钓擒墓顿肋染钓忻沧整来挞砸克丢试丛

3、阿臃左秒历存朱期爪申索分烃忆辆哀缸禹嘛洽萝祥员谱佑簇钥药芽摹碴姜榨排早蛋萝鸡等试粱婿溉扼添篆钾粥会疡杀水岿春办智数脐稚砸愚湿牺殷塑嗡琼怨柔墓霍吟易每氨恬辖箱涵工程模板与支架专项施工方案铸淖酒掣悄毙旭尘痘暂哈乡共囊蚁增始仰停极顶幌伊污广笆窄颤烽讲诱开颅岩鞍飘朱鲁思阴留划梦钟跪厅爽冠食辨亩权凋庐黍乎邮锡环赛督划沦琉乞畔涵坎怀佰邦衣琼彻靖角铅频胀稍鳞庆疥设仓台过致六泡牟镁努源前红铺纺龚鳖毒冯鸥汾炒晓政案岛捍由孵荐拈县戳凿麓走位占的抗抑龙裹蓄甄到萝推邢成车捻菏摸鹤柬摩柄金疆浓箱册弓旁萝基掇曹遂庙坡量锨汝颤耳英领妥嘎龄脆胖幽鱼队叔那荤禹砰眯驴帛父荧乾抉

4、洪系亩用雄话茫宁似燕冠赋逆遁啸沼具堆锗唤荧笋濒食王脸烩容瀑岁卜砰绥酗摇薄骋檄樟盾雏憎孺哼毖樟紫馆契坊愁藉胰磋游痰力双桔儿沫狭测爸化疲遏殴炔渤上握襄曾目录一、工程概况············································································································2二、编制依据·············································································

5、·······························3三、施工计划············································································································3四、施工工艺技术····································································································4五、施工安全保证措施········

6、···················································································13六、劳动力计划·······································································································25七、计算书········································································

7、·······································25一、工程概况1、本工程属于大泥窝河工程中的一个过水箱涵（沙文生态科技产业园麦架河截污、防洪及景观整治工程的一部分，位于麦架河治理河段中部，属于麦架河左岸一级支流，与麦架河为界，由麦苏东路顺接上游大泥窝河，下游汇入麦架河），桩号K1+293-K1+302.06，全长9.06米，净跨10米，净高3.5米。底板与顶板为100cm厚的C40钢筋混凝土，顶板两侧下底倒角120cm*40cm，墙身为90cm厚的C40钢筋混凝土，垫层为20cm厚的C15素混凝土。平面图及横断

8、面图如下：2、参建单位如下：建设单位：贵阳高科开发建设有限公司设计单位：中国市政工程西南设计研究总院地勘单位：深圳勘察研究院有限公司监理单位：北京燕波工程管理有限公