光照水电站EL.612 m高程以下坝基基础施工

光照水电站位于贵州省关岭县和晴隆县交界的北盘江中游,是北盘江干流的龙头梯级电站。电站地处梯级电站地区,地质条件复杂,大坝防渗帷幕由延伸至两岸的主体防渗帷幕和坝后辅助防渗帷幕组成,帷幕灌浆最大深度约115 m,设计最大灌浆压力为6 MPa。主要介绍EL.612 m高程以下坝基基础处理施工技术。     

高应力软岩巷道锚注一体化联合支护技术应用

介绍了国家专利注锚剂、中空注浆锚索等产品,以国家能源麦朵山煤矿11采区2煤辅助运输巷为研究对象,采用数值模拟、理论分析、现场测试及井下试验相结合的综合研究方法,对11采区2煤辅助运输巷采用锚注一体联合支护技术,来实现对岩体裂隙注浆,使浆料与岩体结为一体,在围岩与支护体共同作用过程中,实现强岩增荷的作用,维护巷道的稳定性,实现工作面的安全生产。     

立井过砂岩富含水层工作面预注浆分析

郑煤集团杨河煤业43采区樊寨副立井施工中需要穿过预计涌水量187 m³/h、厚57 m的砂岩含水层。针对第1回次采用普通水泥工作面预注浆、吸浆量少、升压快、效果差、达不到预期目的等不利情况，在后3回次采用大压力，白银水泥、超细水泥等新材料、单孔上下端正反同时注浆新工艺，采用压注清水、水玻璃，利用水玻璃的黏性，反复冲洗钻孔把细小裂隙中锈蚀颗粒带出，打开注浆通道，同时针对竖向裂隙多、横向裂隙不联系，加密钻孔布置，缩小注浆段高，取得了较好的注浆效果。     

Mid-scale biocemented soil columns via enzyme-induced carbonate precipitation (EICP)

Biocemented soil columns were created at a reduced scale (mid-scale) using enzyme-induced carbonate precipitation (EICP) as a prelude to field scale deployment. Approximately 0.3 m diameter × 0.75 m long columns were created using a tube-à-manchette grouting technique in 0.6 m × 0.6 m × 1.2 m boxes filled with a dry washed quarry sand. Treatment solution composition and treatment protocol, including number of cycles of treatment and time interval between cycles, were established based upon laboratory testing. The urease enzyme used in the treatment solution was extracted from jack beans in a just-in-time manner on site. The biocemented soil columns were characterized in situ using shear wave velocity, needle penetrometer and pocket penetrometer testing, dimensional measurements, and by unconfined compression strength (UCS) and carbonate content measurements on specimens recovered from the columns. The in situ measurements indicated the target UCS of 500 kPa was achieved. However, the UCS tests on recovered specimens had inconsistent results, which may be attributed to sample disturbance. Overall, the results demonstrate that EICP is a viable method for creating biocemented soil columns for ground improvement.     

新义煤矿井筒淋水治理实践

新义煤矿结合主、副井淋水与生产情况,分别对主井采用了长、短钻孔结合的办法进行了壁后注浆,副井采用了截水槽导流办法对井筒淋水进行了治理,通过治理井筒淋水得到了有效地控制,从而保证了安全生产。     

Laboratory investigation on the use of thermally enhanced phase change material to improve the performance of borehole heat exchangers for ground source heat pumps

Ground source heat pumps have high efficiency and high capital cost primarily due to borehole drillings. This research investigates the inclusion of high‐conductivity phase change material (PCM) in the borehole heat exchanger of a ground source heat pump to reduce the borehole length required and improve its coefficient of performance (COP). In the laboratory model, the borehole heat exchanger was represented by a cylindrical electrical heater having a total power of 9.216 W, operating for 1 hour while resting for 3 hours. Surrounding the heater in the annular region, either soil, PCM, or high‐conductivity PCM was used as grouting material. The annular region was surrounded by a large amount of soil enclosed in a large bin as a representation of ground soil. The high‐conductivity graphite was impregnated with the commercial PCM “PureTemp29.” Results from the experiments revealed that the PCM is able to decrease the temperature fluctuations in the annular and soil regions, while graphite increases the thermal conductivity of the annular region and hence increases the rate of heat dissipation from the heater to the soil surrounding it. The maximum COP values of a ground source heat pump calculated assuming ideal reversed Carnot cycle for cooling mode showed an increase of approximately 81% with PCM and by 112% with graphite‐enhanced PCM.     

煤矿区地面注浆多分支水平井装备及技术

地面注浆技术是煤矿水害防治的有效方法,注浆多分支水平井是地面注浆技术实施的基础。结合矿区地质条件、钻井工艺、注浆工艺等特点,优选注浆井施工用车载钻机、稀土永磁直驱泥浆泵、电磁波无线随钻测量系统、固控系统等装备,并对注浆井钻孔结构、轨迹控制、套管施工等关键技术进行研究。形成一套适用于注浆多分支水平井用钻井装备及关键技术,对煤矿水害防治工作具有重要意义。     

转角型幕墙铝板风荷载作用下内力和变形的数值模拟

阐述了转角型铝板和加劲肋构成的铝板幕墙的内力及变形计算，采用ANSYS软件，对板块由转角型铝板与5条加劲肋组成的复合结构的内力和变形进行计算，研究了加劲肋与铝板转角处由于局部铆钉松脱由刚结点变成铰接点后，其计算模型发生改变的应力及位移计算，最后介绍实际应用。     

三参数灌浆自动记录仪

介绍了研制的LJ型三参数灌浆自动记录仪，仪器运用传感器技术、电子技术与微机技术对灌浆过程中的压力、流量和水灰比3个关键技术参数进行了动态检测，设计了传感器与主机的接口，研制了数据转存器与灌浆资料管理软件。实验结果表明：该仪器具有稳定性好、精度和灵敏度高、响应速度快等特点，在高温、潮湿、高灰尘的恶劣施工现场能正常工作。