土方開(kāi)挖、壓頂梁及支撐梁施工技術(shù)交底.doc

施工員交底內(nèi)容:
1、在項(xiàng)目經(jīng)理的領(lǐng)導(dǎo)下，負(fù)責(zé)施工單位工程(施工區(qū)域)的安全生產(chǎn)管理工作。
2、貫徹執(zhí)行安全技術(shù)規(guī)程和措施。
3、經(jīng)常檢查工人執(zhí)行安全操作規(guī)程的情況，堅(jiān)決制止不顧人身安全、違章冒險(xiǎn)蠻干的行為。
4、參加施工隊(duì)組織的安全檢查，對(duì)負(fù)責(zé)施工的單位工程的問(wèn)題要及時(shí)負(fù)責(zé)整改。
5、發(fā)生工傷事故后，要及時(shí)保護(hù)現(xiàn)場(chǎng)，及時(shí)向上級(jí)報(bào)告，維護(hù)好傷員，參加事故處理，并做好工傷事故登記表，認(rèn)真貫徹防范措施。
6、貫徹ISO9002質(zhì)量體系，堅(jiān)決執(zhí)行本工程質(zhì)量保證計(jì)劃，使各項(xiàng)質(zhì)量保證措施得以真正落實(shí)。
7、在施工過(guò)程中，認(rèn)真貫徹執(zhí)行有關(guān)的專業(yè)技術(shù)標(biāo)準(zhǔn)和設(shè)計(jì)文件，嚴(yán)格執(zhí)行技術(shù)操作規(guī)程、驗(yàn)收規(guī)范和質(zhì)量標(biāo)準(zhǔn)。
8、嚴(yán)格控制挖土深度，嚴(yán)禁超挖，第一層挖土深度為－4.5米,即支撐梁底標(biāo)高,嚴(yán)格控制地下連續(xù)墻墻頂位移。
9、支撐系統(tǒng)圈梁截面為1200*800,主支撐梁截面為800*1000,八字梁截面為800*600,嚴(yán)格控制支撐梁的截面
Construction workers cards on the table contents:
1, under the leadership of the project manager responsible for project construction units (construction area) the safety management.
2, technical specification and implementation of security measures.
3, always check the situation of workers in the implementation of safe operation, determined to stop regardless of personal safety, illegal act recklessly risky behavior.
4, the construction team to participate in organized security checks, the unit responsible for the construction project for the rectification of the problem in time.
5, after the occurrence of accidents, to protect the site in a timely manner, promptly report to higher authorities, safeguard the wounded, to participate in incident handling, and accidents do register, conscientiously implement the preventive measures.
6, carry out ISO9002 quality system, strong quality assurance program for the implementation of this project, so that all quality assurance measures to be enforced.
7, in the construction process, and seriously implement the relevant professional technical standards and design documents, strictly implement the technical operation, acceptance of norms and quality standards.
8, strictly control the digging depth of over excavation is prohibited, the first layer of excavation depth of -4.5 m, the support beam bottom elevation, and strictly control the underground continuous wall top of the wall displacement.
9, ring beam cross-section support system of 1200 * 800, the main support beam section of 800 * 1000 800 * character beam section 600, strict control of beam cross-section support
 

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