CN102278116B - Making underground freezing wall device and method for making freezing wall in winter cold region - Google Patents
Making underground freezing wall device and method for making freezing wall in winter cold region Download PDFInfo
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- 238000000034 method Methods 0.000 title claims abstract description 19
- 238000007710 freezing Methods 0.000 title claims description 31
- 230000008014 freezing Effects 0.000 title claims description 31
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 210
- LYCAIKOWRPUZTN-UHFFFAOYSA-N Ethylene glycol Chemical compound OCCO LYCAIKOWRPUZTN-UHFFFAOYSA-N 0.000 claims abstract description 65
- 238000002347 injection Methods 0.000 claims abstract description 38
- 239000007924 injection Substances 0.000 claims abstract description 38
- 239000007864 aqueous solution Substances 0.000 claims description 21
- 239000004058 oil shale Substances 0.000 claims description 17
- 238000005065 mining Methods 0.000 claims description 12
- 238000001816 cooling Methods 0.000 claims description 6
- 230000017525 heat dissipation Effects 0.000 claims description 5
- 238000005553 drilling Methods 0.000 claims description 4
- QGZKDVFQNNGYKY-UHFFFAOYSA-N Ammonia Chemical compound N QGZKDVFQNNGYKY-UHFFFAOYSA-N 0.000 abstract description 2
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 239000000243 solution Substances 0.000 abstract description 2
- 238000001914 filtration Methods 0.000 abstract 1
- WGCNASOHLSPBMP-UHFFFAOYSA-N hydroxyacetaldehyde Natural products OCC=O WGCNASOHLSPBMP-UHFFFAOYSA-N 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 10
- UHOVQNZJYSORNB-UHFFFAOYSA-N Benzene Chemical compound C1=CC=CC=C1 UHOVQNZJYSORNB-UHFFFAOYSA-N 0.000 description 9
- 238000005516 engineering process Methods 0.000 description 4
- 238000009412 basement excavation Methods 0.000 description 3
- NLXLAEXVIDQMFP-UHFFFAOYSA-N Ammonium chloride Substances [NH4+].[Cl-] NLXLAEXVIDQMFP-UHFFFAOYSA-N 0.000 description 2
- VHUUQVKOLVNVRT-UHFFFAOYSA-N Ammonium hydroxide Chemical compound [NH4+].[OH-] VHUUQVKOLVNVRT-UHFFFAOYSA-N 0.000 description 2
- 239000004698 Polyethylene Substances 0.000 description 2
- 235000011114 ammonium hydroxide Nutrition 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 2
- -1 polyethylene Polymers 0.000 description 2
- 229920000573 polyethylene Polymers 0.000 description 2
- 238000003860 storage Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005485 electric heating Methods 0.000 description 1
- 229920001903 high density polyethylene Polymers 0.000 description 1
- 239000004700 high-density polyethylene Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000003345 natural gas Substances 0.000 description 1
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- 238000005057 refrigeration Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
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Abstract
Description
技术领域: Technical field:
本发明涉及一种地下蓄冷设备和蓄冷方法,尤其是冬季寒冷地区将冬天的冷送入地下冷冻局部地质体的装置及方法。The invention relates to an underground cold storage device and a cold storage method, in particular to a device and a method for sending winter cold underground to freeze local geological bodies in cold winter regions.
背景技术: Background technique:
近年来,越来越多的工程需要地下冷冻墙的制作,冷冻支护通常使用在土木工程、采矿工程中。在隧道、竖井或斜井的开挖施工中,它可以起到临时支护和防水两种作用。冷冻支护适用于开挖较深、施工复杂的地下工程。冷冻支护基本原理就是冷冻洞壁周围的地层,并使空隙水结成冰。通过冷冻使洞壁强度增加,成为不透水层。洞壁强度增加依赖于冷冻温度。山西水利第一期的论文《地下工程的冷冻支护技术》,英国凯威岛1960年开挖了一个深40m、直径40m的圆形深基坑,开挖区域内全是泰唔士河的砂砾石、淤泥和粘土,只采用了冷冻支护而没有采用别的支护便完成了施工。英国卡罗的一个大洞径隧洞掘进机修复时,采用冷冻支护技术将周围的砂子和砾石冻结,尽管承受25m的高水头,修复工作仍不受影响。山西建筑第36卷第27期论文《冻结法在神木县城供水工程中的应用》,针对神木县城供水工程基本情况,提出了采用冻结法堵水方案,解决了竖井穿越深层流砂段施工难题。电网与清洁能源第24卷第4期论文《输水隧洞施工竖井冻结后施工法研究》,冻结法竖井施工是水工隧洞施工竖井施工的一种尝试,冻结法在神木县供水工程输水隧洞项目中的运用成功,对以后利用冻结法解决复杂地质施工问题和冻结状态下竖井施工有所借鉴和帮助。而要实现油页岩的地下原位开采,更是需要制作冷冻墙。天然气技术杂志2010年第4卷第1期的论文《油页岩电加热原位开采技术研究进展》,目前制作冷冻墙用的方法是:常规钻完井后,使每口井与地面导管相连形成闭路,并在每口井的套管内安装一个直径较小的高密度聚乙烯管,将-43℃的氨水溶液通过聚乙烯管注入井中,由聚乙烯管外部返回地面,返回地面的冷冻液进入另一口井,又进行循环。随着冷冻液的不断循环,冷冻的区域不断扩大。最后,每两个相连冷冻井的冷冻范围实现对接,形成冷冻墙。英荷联营壳牌公司用的就是这种方法,此方法所需的-43℃的氨水溶液需要人工制冷获得,故需要消耗大量能源,造成冷冻墙制作成本很高。In recent years, more and more projects require the manufacture of underground frozen walls, and frozen supports are usually used in civil engineering and mining engineering. In the excavation construction of tunnels, shafts or inclined shafts, it can play two roles of temporary support and waterproofing. Freezing support is suitable for underground projects with deep excavation and complex construction. The basic principle of freezing support is to freeze the formation around the cave wall and make the interstitial water freeze. The strength of the cave wall is increased by freezing and becomes an impermeable layer. The increase in the strength of the cave wall depends on the freezing temperature. In the first phase of Shanxi Water Conservancy's paper "Frozen Support Technology for Underground Engineering", a circular deep foundation pit with a depth of 40m and a diameter of 40m was excavated in 1960 on Kaiwei Island in the UK. The excavation area is full of Thames River. Gravel, silt and clay, and construction was completed using only frozen support and no other support. During the repair of a large-diameter tunnel boring machine in Carlow, UK, the surrounding sand and gravel were frozen by using frozen support technology. Although it was subjected to a high water head of 25m, the repair work was still unaffected. Shanxi Architecture Volume 36 No. 27 paper "Application of Freezing Method in Water Supply Project of Shenmu County", based on the basic situation of Shenmu County Water Supply Project, proposed a water blocking scheme using freezing method to solve the construction problem of vertical shaft passing through deep quicksand section. Power Grid and Clean Energy, Volume 24,
发明内容: Invention content:
本发明的目的就是针对上述现有技术的不足,提供一种冬季寒冷地区制作地下冷冻墙装置;Purpose of the present invention is exactly at the deficiency of above-mentioned prior art, provides a kind of winter cold area to make underground freezing wall device;
本发明的另一目的是提供一种冬季寒冷地区制作地下冷冻墙的方法。Another object of the present invention is to provide a method for making an underground freezing wall in cold winter regions.
本发明的目的是通过以下技术方案实现的:The purpose of the present invention is achieved through the following technical solutions:
冬季寒冷地区制作地下冷冻墙装置,是由U形管1的出口经出口传感器2、流量计3连接回水散热器4,回水散热器4通过管线和水箱进口开关阀5与水箱8连接,水箱8的上部侧面设有注水口9,回水散热器4经开关阀6、水箱出水管线和过滤阀11与水泵13连接,水箱8经水箱出口开关阀7与水箱出水管线连接,水泵13通过管线经注水散热器10、气阀12和入口传感器14与U形管1的入口连接构成。The underground freezing wall device is made in the winter cold area, and the outlet of the U-shaped pipe 1 is connected to the
出口传感器2和入口传感器14分别连接无纸记录仪,出口传感器2和入口传感器14的量程均为-50℃+50℃,流量计3的最大量程为30L/min。The
冬季寒冷地区制作地下冷冻墙的制作方法,其特征在于,包括以下顺序和步骤:The method for making an underground freezing wall in cold winter regions is characterized in that it includes the following sequence and steps:
a、根据地质资料圈定油页岩的开采范围,在油页岩开采范围的内边缘打一口以上注冷井,井与井的间距2.5-3.5m,井的直径130-300mm,井深依据地质资料打至被开采油页岩的底板;a. Delineate the mining range of oil shale according to geological data, and drill more than one cooling injection well at the inner edge of the oil shale mining range. Drilling to the floor of the exploited oil shale;
b、将U形管1下入注冷井中,并简单填埋;b. Lower the U-shaped pipe 1 into the cold injection well and simply fill it up;
c、将U形管1的出口经出口传感器2、流量计3连接回水散热器4,回水散热器4通过管线和水箱进口开关阀5与水箱8连接,回水散热器4经开关阀6、水箱出水管线和过滤阀11与水泵13连接,水箱8经水箱出口开关阀7与水箱出水管线连接,水泵13通过管线经注水散热器10、气阀12和入口传感器14与U形管1的入口连接,出口传感器2和入口传感器14分别与无纸记录仪连接;c. Connect the outlet of the U-shaped pipe 1 to the
d、将乙二醇配制成浓度为55%的水溶液;d. Ethylene glycol is prepared into a 55% aqueous solution;
e、打开水箱进口开关阀5、开关阀6、水箱出口开关阀7和气阀12,将配置好的乙二醇水溶液通过注水口9注入到水箱8中,乙二醇水溶液注满管线和水箱8后关闭气阀12和水箱进口开关阀5;e. Open the water tank inlet on-off valve 5, on-off
f、打开水泵13,乙二醇水溶液经注水散热10和入口传感器14进入U形管1,将井底的热量带出;f. Turn on the
g、再经出口传感器2、流量计3进入到回水散热器4散热后进入水泵13,如此循环往复。g. Then through the
有益效果:从冬季室外自然温度中获得冷,用低温乙二醇水溶液作为循环介质将冷送入地下冷冻地质体,进而形成冷冻墙,代替了液态氨冷冻地下地质体,经过试验,在室外温度为-25℃,流量为18L/min的条件下,出入口的温差可达6℃。节约了能源,降低了工程费用,提高了效益。Beneficial effects: obtain cold from the outdoor natural temperature in winter, use low-temperature ethylene glycol aqueous solution as a circulating medium to send the cold into the underground frozen geological body, and then form a frozen wall, replacing liquid ammonia to freeze the underground geological body. After testing, the outdoor temperature Under the conditions of -25°C and a flow rate of 18L/min, the temperature difference between the inlet and outlet can reach 6°C. Energy is saved, engineering costs are reduced, and benefits are improved.
附图说明: Description of drawings:
附图是冬季寒冷地区制作地下冷冻墙装置结构图Attached is a structural diagram of the underground freezing wall device in cold winter regions
1U形管,2出口传感器,3流量计,4回水散热器,5水箱进口开关阀,6开关阀,7水箱出口开关阀,8水箱,9注水口,10注水散热器,11过滤阀,12气阀,13水泵,14入口传感器。1 U-shaped pipe, 2 outlet sensor, 3 flow meter, 4 return water radiator, 5 water tank inlet on-off valve, 6 on-off valve, 7 water tank outlet on-off valve, 8 water tank, 9 water injection port, 10 water injection radiator, 11 filter valve, 12 air valves, 13 water pumps, 14 inlet sensors.
具体实施方式: Detailed ways:
下面结合附图和实施例做进一步的详细说明:Below in conjunction with accompanying drawing and embodiment do further detailed description:
冬季寒冷地区制作地下冷冻墙装置,是由U形管1的出口经出口传感器2、流量计3连接回水散热器4,回水散热器4通过管线和水箱进口开关阀5与水箱8连接,水箱8的上部侧面设有注水口9,回水散热器4经开关阀6、水箱出水管线和过滤阀11与水泵13连接,水箱8经水箱出口开关阀7与水箱出水管线连接,水泵13通过管线经注水散热器10、气阀12和入口传感器14与U形管1的入口连接构成。The underground freezing wall device is made in the winter cold area, and the outlet of the U-shaped pipe 1 is connected to the
出口传感器2和入口传感器14分别连接无纸记录仪,出口传感器2和入口传感器14的量程均为-50℃+50℃,流量计3的最大量程为30L/min。The
冬季寒冷地区制作地下冷冻墙的制作方法,其特征在于,包括以下顺序和步骤:The method for making an underground freezing wall in cold winter regions is characterized in that it includes the following sequence and steps:
a、根据地质资料圈定油页岩的开采范围,在油页岩开采范围的内边缘打一口以上注冷井,井与井的间距2.5-3.5m,井的直径130-300mm,井深依据地质资料打至被开采油页岩的底板;a. Delineate the mining range of oil shale according to geological data, and drill more than one cooling injection well at the inner edge of the oil shale mining range. Drilling to the floor of the exploited oil shale;
b、将U形管1下入注冷井中,U形管1通常采用直径内径25-40mm,外径32-45mm的,在U形管1的中间夹加苯板,并简单填埋;b. Put the U-shaped pipe 1 into the cold injection well. The U-shaped pipe 1 usually has an inner diameter of 25-40 mm and an outer diameter of 32-45 mm. Add a benzene plate in the middle of the U-shaped pipe 1 and simply bury it;
c、将U形管1的出口经出口传感器2、流量计3连接回水散热器4,回水散热器4通过管线和水箱进口开关阀5与水箱8连接,回水散热器4经开关阀6、水箱出水管线和过滤阀11与水泵13连接,水箱8经水箱出口开关阀7与水箱出水管线连接,水泵13通过管线经注水散热器10、气阀12和入口传感器14与U形管1的入口连接,出口传感器2和入口传感器14分别与无纸记录仪连接;c. Connect the outlet of the U-shaped pipe 1 to the
d、将乙二醇配制成浓度为55%的水溶液;d. Ethylene glycol is prepared into a 55% aqueous solution;
e、打开水箱进口开关阀5、开关阀6、水箱出口开关阀7和气阀12,将配置好的乙二醇水溶液通过注水口9注入到水箱8中,乙二醇水溶液注满管线和水箱8后关闭气阀12和水箱进口开关阀5;e. Open the water tank inlet on-off valve 5, on-off
f、打开水泵13,乙二醇水溶液经注水散热10和入口传感器14进入U形管1,将井底的热量带出;f. Turn on the
g、再经出口传感器2、流量计3进入到回水散热器4散热后进入水泵13,如此循环往复。g. Then through the
实施例1Example 1
冬季寒冷地区制作地下冷冻墙装置,是由U形管1的出口经出口传感器2、流量计3连接回水散热器4,回水散热器4通过管线和水箱进口开关阀5与水箱8连接,水箱8的上部侧面设有注水口9,回水散热器4经开关阀6、水箱出水管线和过滤阀11与水泵13连接,水箱8经水箱出口开关阀7与水箱出水管线连接,水泵13通过管线经注水散热器10、气阀12和入口传感器14与U形管1的入口连接构成。The underground freezing wall device is made in the winter cold area, and the outlet of the U-shaped pipe 1 is connected to the
出口传感器2和入口传感器14分别连接无纸记录仪,出口传感器2和入口传感器14的量程均为-50℃+50℃,流量计3的最大量程为30L/min。The
冬季寒冷地区制作地下冷冻墙的制作方法,其特征在于,包括以下顺序和步骤:The method for making an underground freezing wall in cold winter regions is characterized in that it includes the following sequence and steps:
a、根据地质资料圈定油页岩的开采范围,在油页岩开采范围的内边缘打一口以上注冷井,井与井的间距2.5m,井的直径160mm,井深依据地质资料打至被开采油页岩的底板;a. Delineate the mining area of oil shale according to geological data, and drill more than one cooling injection well at the inner edge of the oil shale mining area. The distance between the wells is 2.5m, the diameter of the well is 160mm, and the depth of the well is drilled according to the geological data until it is mined. Oil shale floor;
b、将U形管1下入注冷井中,U形管采用直径内径25mm的,在U形管1的中间夹加苯板,并简单填埋;b. Lower the U-shaped pipe 1 into the cold injection well. The U-shaped pipe has an inner diameter of 25mm, and a benzene plate is placed in the middle of the U-shaped pipe 1, and it is simply buried;
c、将U形管1的出口经出口传感器2、流量计3连接回水散热器4,回水散热器4通过管线和水箱进口开关阀5与水箱8连接,回水散热器4经开关阀6、水箱出水管线和过滤阀11与水泵13连接,水箱8经水箱出口开关阀7与水箱出水管线连接,水泵13通过管线经注水散热器10、气阀12和入口传感器14与U形管1的入口连接,出口传感器2和入口传感器14分别与无纸记录仪连接;c. Connect the outlet of the U-shaped pipe 1 to the
d、将乙二醇配制成浓度为55%的水溶液;d. Ethylene glycol is prepared into a 55% aqueous solution;
e、打开水箱进口开关阀5、开关阀6、水箱出口开关阀7和气阀12,将配置好的乙二醇水溶液通过注水口9注入到水箱8中,乙二醇水溶液注满管线和水箱8后关闭气阀12和水箱进口开关阀5;e. Open the water tank inlet on-off valve 5, on-off
f、打开水泵13,乙二醇水溶液经注水散热10和入口传感器14进入U形管1,将井底的热量带出;f. Turn on the
g、再经出口传感器2、流量计3进入到回水散热器4散热后进入水泵13,如此循环往复。g. Then through the
实施例2Example 2
冬季寒冷地区制作地下冷冻墙装置,是由U形管1的出口经出口传感器2、流量计3连接回水散热器4,回水散热器4通过管线和水箱进口开关阀5与水箱8连接,水箱8的上部侧面设有注水口9,回水散热器4经开关阀6、水箱出水管线和过滤阀11与水泵13连接,水箱8经水箱出口开关阀7与水箱出水管线连接,水泵13通过管线经注水散热器10、气阀12和入口传感器14与U形管1的入口连接构成。The underground freezing wall device is made in the winter cold area, and the outlet of the U-shaped pipe 1 is connected to the
出口传感器2和入口传感器14分别连接无纸记录仪,出口传感器2和入口传感器14的量程均为-50℃+50℃,流量计3的最大量程为30L/min。The
冬季寒冷地区制作地下冷冻墙的制作方法,其特征在于,包括以下顺序和步骤:The method for making an underground freezing wall in cold winter regions is characterized in that it includes the following sequence and steps:
a、根据地质资料圈定油页岩的开采范围,在油页岩开采范围的内边缘打一口以上注冷井,井与井的间距3.5m,井的直径300mm,井深依据地质资料打至被开采油页岩的底板;a. Delineate the mining range of oil shale according to geological data, and drill more than one cooling injection well at the inner edge of the oil shale mining range. The distance between the wells is 3.5m, the diameter of the well is 300mm, and the depth of the well is drilled according to the geological data until it is mined. Oil shale floor;
b、将U形管1下入注冷井中,U形管1采用直径内径40mm的,在U形管1的中间夹加苯板,并简单填埋;b. Put the U-shaped pipe 1 into the cold injection well. The U-shaped pipe 1 adopts a diameter of 40 mm, and a benzene plate is placed in the middle of the U-shaped pipe 1, and it is simply buried;
c、将U形管1的出口经出口传感器2、流量计3连接回水散热器4,回水散热器4通过管线和水箱进口开关阀5与水箱8连接,回水散热器4经开关阀6、水箱出水管线和过滤阀11与水泵13连接,水箱8经水箱出口开关阀7与水箱出水管线连接,水泵13通过管线经注水散热器10、气阀12和入口传感器14与U形管1的入口连接,出口传感器2和入口传感器14分别与无纸记录仪连接;c. Connect the outlet of the U-shaped pipe 1 to the
d、将乙二醇配制成浓度为55%的水溶液;d. Ethylene glycol is prepared into a 55% aqueous solution;
e、打开水箱进口开关阀5、开关阀6、水箱出口开关阀7和气阀12,将配置好的乙二醇水溶液通过注水口9注入到水箱8中,乙二醇水溶液注满管线和水箱8后关闭气阀12和水箱进口开关阀5;e. Open the water tank inlet on-off valve 5, on-off
f、打开水泵13,乙二醇水溶液经注水散热10和入口传感器14进入U形管1,将井底的热量带出;f. Turn on the
g、再经出口传感器2、流量计3进入到回水散热器4散热后进入水泵13,如此循环往复。g. Then through the
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CN107587529B (en) * | 2017-09-13 | 2019-04-30 | 吉林大学 | Gas-water pressure balanced underground anti-seepage water-stopping process and equipment used |
CN108457307B (en) * | 2018-06-20 | 2023-07-25 | 北京城建集团有限责任公司 | Basin-shaped freezing water stop construction method for horizontal bottom making of vertical side wall of pilot tunnel of 4/6/8 pilot tunnel PBA construction method |
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CN108457306B (en) * | 2018-06-20 | 2023-08-01 | 北京城建集团有限责任公司 | Pile tube cooperated vertical side wall horizontal bottom-making basin-shaped freezing water stop construction method for 4/6 pilot tunnel PBA construction method |
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US3943722A (en) * | 1970-12-31 | 1976-03-16 | Union Carbide Canada Limited | Ground freezing method |
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CN1483902A (en) * | 2003-05-29 | 2004-03-24 | 中国矿业大学 | Arrangement method of freezer for accelerated freezing of rock and soil in local area |
CN101694159A (en) * | 2009-10-22 | 2010-04-14 | 中煤第一建设公司第四十九工程处 | Technology for rapidly constructing air shaft under chill condition and process for sinking vertical shaft pit shaft |
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