贵州岩溶疏干区浅层地热能地埋管施工技术
投稿时间:2020-12-22  修订日期:2021-02-19  点此下载全文
引用本文:陈浩,赵华宣,贾玉川,等.贵州岩溶疏干区浅层地热能地埋管施工技术[J].钻探工程,2021,48(3):170-177.
CHEN Hao,ZHAO Huaxuan,JIA Yuchuan,et al. Placement of shallow geothermal heat pipes in the dewatered karst area of Guizhou province[J]. Drilling Engineering, 2021,48(3):170-177.
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作者单位E-mail
陈浩* 贵州省地质矿产勘查开发局114地质大队贵州 遵义 563000 184760608@qq.com 
赵华宣 贵州省地质矿产勘查开发局114地质大队贵州 遵义 563000  
贾玉川 贵州省地质矿产勘查开发局114地质大队贵州 遵义 563000  
曾远明 贵州省地质矿产勘查开发局114地质大队贵州 遵义 563000  
汤自华 贵州省地质矿产勘查开发局114地质大队贵州 遵义 563000  
王虎* 贵州省地质矿产勘查开发局111地质大队贵州 贵阳 550008 516775129@qq.com 
李勇 贵州省地质矿产勘查开发局111地质大队贵州 贵阳 550008  
基金项目:贵州省地矿局地质科研项目“贵州岩溶区浅层地热能竖直地埋管施工技术应用研究”(编号:黔地科合[2018]21号)、,“贵州岩溶区浅层地热能钻进技术研究”(编号:黔地科合[2019]14号)
中文摘要:贵州省浅层地热能资源丰富,开发潜力巨大,但碳酸盐岩地层分布广、浅表岩溶裂隙极为发育,浅层地埋管施工难度大。以贵州仁怀妇幼保健院浅层地温中央空调地埋管工程为例,采用偏心潜孔锤跟管钻进、潜孔锤钻进、简便除尘器除尘、固结封堵和圆木封隔溶洞、提吊法下管等技术措施,解决了在由于溶蚀和断裂构造及河流深切割作用造成的局部岩溶发育以及地埋管埋置深度内无水的岩溶疏干区进行地埋管施工面临的松散浅表回填及岩溶软弱层成孔困难、全孔段无液面潜孔锤钻进粉尘污染环境、溶洞跑管(PE管)等技术难题,在保证了工程质量、安全的同时提高了施工效率,为类似工程提供了施工经验。
中文关键词:岩溶疏干区  地埋管施工  偏心潜孔锤跟管  潜孔锤钻进  提吊下管  浅层地热能
 
Placement of shallow geothermal heat pipes in the dewatered karst area of Guizhou province
Abstract:Guizhou province is rich in shallow geothermal resource with huge exploitation potential. However, widespread carbonate strata and well-developed karst fractures in shallow formation cause great difficulties in placement of shallow underground heat pipes. In the case of placement of the underground heat pipes for the shallow low ground temperature central air conditioner of Maternity and Childcare Hospital of Huairen, Guizhou, various technical measures, including eccentric DTH (down-the-hole) hammer drilling with simultaneous casing, DTH hammer drilling, dust removal by the simple dust remover, sealing off karst caves with cement and logs, RIH of pipes with the auxiliary winch, have been adopted to solve the technical problems such as difficulty in borehole completion, environmental pollution by dust from DTH hammer drilling without underground water over full holes, laying the heat pipes (PE pipe) through karst caves due to presence of loose shallow backfilling and karst weak formation encountered in placement of underground heat pipes in the dewatered karst area characterized by local karst development and water shortage(produced by dissolution, rupture structure, and deep cutting by the river) over the length of the underground heat pipes. This not only guarantees project quality and safety, but also improves construction efficiency, providing construction experience for similar projects.
keywords:karst dewatered area  placement of underground heat pipes  eccentric DTH hammer drilling with simultaneous casing  DTH hammer drilling  RIH of the pipe with the auxiliary winch  shallow geothermal resource
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