副斜井井筒施工组织设计

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1、国投哈密能源开发有限责任公司副斜井井筒及配套巷道、硐室施工组织设计河南煤炭建设集团有限责任公司二O一一年八月九日79施工组织设计会审表工程名称副斜井井筒及配套巷道、硐室工程量建设单位国投哈密能源开发有限公司国投哈密一矿施工单位河南煤炭建设集团有限责任公司哈密工程项目部编制部门哈密工程项目部编制人审核部门公司工程处审核人审核部门公司安监处审核人审核部门公司机电处审核人审批部门总工审批人会审意见：（企业公章）日期：79施工组织设计、方案、措施会审表表号：GC-002/A编号：GTHMNY/GC/HS//2011工程名称哈密一矿副斜井井筒及配套巷道、硐室会审时

2、间2011年8月26号会审地点国投哈密一矿912会议室审查内容副斜井施工组织设计编制单位河南煤炭建设集团参加人员柳德岩、李金岭、梁德宏、郭修武、刘汉卿、武涛、赵慧明、吴世波、吕周省会审结论：1、井筒及巷道施工长度要按照图纸中标注尺寸写，不能出现多个尺寸。2、在综掘机停止工作期间，炮头必须落地（检修除外），在此期间所有人员严禁站在炮头上作业或休息。3、多辆无轨胶轮车在井筒内行驶期间要有信号指挥车辆行驶，错车期间必须在错车硐室内错车。4、加强井筒施工期间领导下井带班制度。5、井筒内锚网支护期间要求网片每隔100m断开一排锚杆距离，要求使用塑料网。6、综掘机掘

3、进期间最大空顶距为：1200mm，最小空顶距为100mm。7、副斜井井筒长度为2470m，井筒+各种硐室总长度为2685.838m。8、设备常用配件要在材料库有备用的配件，防止急需用时没有，影响施工进度。9、在向井下运输混凝土过程中为了防止离析现象的发生，要求在井下进行二次搅拌。10、在岩石条件破碎地段适当的缩短模板台车滞后工作面距离。煤矿（电厂）：年月日安全管理部：年月日施工监理：年月日工程技术管理部：年月日79目录前言··································································1

4、、工程概况···························································1.1井田位置···························································1.2工程承包范围·······················································1.3工程地质及水文地质·················································1.4交通····················

5、···········································2、施工准备····························································2.1施工准备原则·······················································2.2施工准备内容·······················································792.3施工条件··································

6、·························2.4施工现场及技术准备·················································2.5施工总平面布置·····················································3、施工方案及施工顺序·················································3.1井筒技术特征·······················································3.2施工方案

7、···························································3.3施工方法及施工工艺·················································4、施工关键技术························································4.1混凝土质量控制·····················································4.2掘进机掘进·················79······

8、··································4.3冬、雨