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1、國(guó)投哈密能源開發(fā)有限責(zé)任公司副斜井井筒及配套巷道、硐室施工組織設(shè)計(jì)河南煤炭建設(shè)集團(tuán)有限責(zé)任公司二O一一年八月九日79施工組織設(shè)計(jì)會(huì)審表工程名稱副斜井井筒及配套巷道、硐室工程量建設(shè)單位國(guó)投哈密能源開發(fā)有限公司國(guó)投哈密一礦施工單位河南煤炭建設(shè)集團(tuán)有限責(zé)任公司哈密工程項(xiàng)目部編制部門哈密工程項(xiàng)目部編制人審核部門公司工程處審核人審核部門公司安監(jiān)處審核人審核部門公司機(jī)電處審核人審批部門總工審批人會(huì)審意見：（企業(yè)公章）日期：79施工組織設(shè)計(jì)、方案、措施會(huì)審表表號(hào)：GC-002/A編號(hào)：GTHMNY/GC/HS//2011工程名稱哈密一礦副斜井井筒及配套巷道、硐室會(huì)審時(shí)
2、間2011年8月26號(hào)會(huì)審地點(diǎn)國(guó)投哈密一礦912會(huì)議室審查內(nèi)容副斜井施工組織設(shè)計(jì)編制單位河南煤炭建設(shè)集團(tuán)參加人員柳德巖、李金嶺、梁德宏、郭修武、劉漢卿、武濤、趙慧明、吳世波、呂周省會(huì)審結(jié)論：1、井筒及巷道施工長(zhǎng)度要按照?qǐng)D紙中標(biāo)注尺寸寫，不能出現(xiàn)多個(gè)尺寸。2、在綜掘機(jī)停止工作期間，炮頭必須落地（檢修除外），在此期間所有人員嚴(yán)禁站在炮頭上作業(yè)或休息。3、多輛無軌膠輪車在井筒內(nèi)行駛期間要有信號(hào)指揮車輛行駛，錯(cuò)車期間必須在錯(cuò)車硐室內(nèi)錯(cuò)車。4、加強(qiáng)井筒施工期間領(lǐng)導(dǎo)下井帶班制度。5、井筒內(nèi)錨網(wǎng)支護(hù)期間要求網(wǎng)片每隔100m斷開一排錨桿距離，要求使用塑料網(wǎng)。6、綜掘機(jī)掘
3、進(jìn)期間最大空頂距為：1200mm，最小空頂距為100mm。7、副斜井井筒長(zhǎng)度為2470m，井筒+各種硐室總長(zhǎng)度為2685.838m。8、設(shè)備常用配件要在材料庫(kù)有備用的配件，防止急需用時(shí)沒有，影響施工進(jìn)度。9、在向井下運(yùn)輸混凝土過程中為了防止離析現(xiàn)象的發(fā)生，要求在井下進(jìn)行二次攪拌。10、在巖石條件破碎地段適當(dāng)?shù)目s短模板臺(tái)車滯后工作面距離。煤礦（電廠）：年月日安全管理部：年月日施工監(jiān)理：年月日工程技術(shù)管理部：年月日79目錄前言··································································1
4、、工程概況···························································1.1井田位置···························································1.2工程承包范圍·······················································1.3工程地質(zhì)及水文地質(zhì)·················································1.4交通····················
5、···········································2、施工準(zhǔn)備····························································2.1施工準(zhǔn)備原則·······················································2.2施工準(zhǔn)備內(nèi)容·······················································792.3施工條件··································
6、·························2.4施工現(xiàn)場(chǎng)及技術(shù)準(zhǔn)備·················································2.5施工總平面布置·····················································3、施工方案及施工順序·················································3.1井筒技術(shù)特征·······················································3.2施工方案
7、···························································3.3施工方法及施工工藝·················································4、施工關(guān)鍵技術(shù)························································4.1混凝土質(zhì)量控制·····················································4.2掘進(jìn)機(jī)掘進(jìn)·················79······
8、··································4.3冬、雨
