CN103940962B - Underground coal mine waterfrac treatment experiments experiment room simulation system and method - Google Patents
Underground coal mine waterfrac treatment experiments experiment room simulation system and method Download PDFInfo
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Abstract
Description
技术领域technical field
本发明属于煤矿井下水力压裂技术领域,具体涉及一种煤矿井下水力压裂实验实验室模拟系统及方法。The invention belongs to the technical field of underground hydraulic fracturing in coal mines, and in particular relates to a simulation system and method for an experimental laboratory of hydraulic fracturing in underground coal mines.
背景技术Background technique
为了研究对井下煤岩体进行水力压裂后,瓦斯抽采的压力和含量的变化情况,国内外学者已经做了诸多的现场研究,总结起来,现场水力压裂分为两种:一种是井上水力压裂增透;另一种是井下水力压裂提高瓦斯抽采率。因现场的场地、现有的机械、井下的瓦斯环境和诸多实验仪器限制入井等因素的限制,现场研究未能充分对影响水力压裂效果的各个因素进行研究,故实验室模拟水力压裂实验得到了发展。但是,目前实验室模拟水力压裂实验多是模拟研究沿着轴向压力方向打钻的井上水力压裂增透,取得了诸多价值较高的结论和规律,而因井下压力条件难以模拟等因素,对沿着巷帮打孔的井下水力压裂实验实验室模拟系统和方法研究相对简单而且较少。如今,井下水力压裂已成为提高瓦斯抽采率的重要手段,研究轴压、围压、气体压力、钻孔方位角、钻孔倾角、钻头直径、钻孔长度、是否清洗钻孔、水力压裂压力和水力压裂时间等的井下水力压裂因素对提高瓦斯抽采率具有重要作用。In order to study the changes in the pressure and content of gas extraction after hydraulic fracturing of underground coal and rock mass, scholars at home and abroad have done a lot of on-site research. Uphole hydraulic fracturing increases permeability; the other is downhole hydraulic fracturing to increase gas recovery rate. Due to the limitations of the site, existing machinery, downhole gas environment and many experimental instruments entering the well, the on-site research has not been able to fully study the various factors that affect the hydraulic fracturing effect, so the laboratory simulates the hydraulic fracturing experiment. got developed. However, at present, most of the hydraulic fracturing experiments in the laboratory are simulated studies on the hydraulic fracturing enhancement of drilling along the axial pressure direction, and many valuable conclusions and laws have been obtained. , the research on the simulation system and method of the downhole hydraulic fracturing experiment laboratory drilling along the side of the road is relatively simple and less. Nowadays, downhole hydraulic fracturing has become an important means to improve the gas recovery rate. Research on axial pressure, confining pressure, gas pressure, drilling azimuth, drilling inclination, drill bit diameter, drilling length, whether to clean the drilling, hydraulic pressure, etc. Downhole hydraulic fracturing factors such as fracturing pressure and hydraulic fracturing time play an important role in improving the gas recovery rate.
发明内容Contents of the invention
本发明所要解决的技术问题在于针对上述现有技术中的不足,提供一种结构简单、实现方便、且使用操作简单、性能稳定可靠、实用性强的煤矿井下水力压裂实验实验室模拟系统。The technical problem to be solved by the present invention is to provide a coal mine underground hydraulic fracturing experimental laboratory simulation system with simple structure, convenient implementation, simple operation, stable and reliable performance, and strong practicability in view of the above-mentioned deficiencies in the prior art.
为解决上述技术问题,本发明采用的技术方案是:一种煤矿井下水力压裂实验实验室模拟系统,其特征在于:包括电子万能试验机、水力压裂条件模拟装置、气体压力系统、围压液压系统、水力压裂系统和计算机,所述水力压裂条件模拟装置对中放置在电子万能试验机的底座上,所述电子万能试验机与计算机相接;In order to solve the above-mentioned technical problems, the technical solution adopted by the present invention is: a simulation system for a coal mine hydraulic fracturing experiment laboratory, which is characterized in that it includes an electronic universal testing machine, a hydraulic fracturing condition simulation device, a gas pressure system, a confining pressure A hydraulic system, a hydraulic fracturing system and a computer, the hydraulic fracturing condition simulation device is centrally placed on the base of the electronic universal testing machine, and the electronic universal testing machine is connected to the computer;
所述水力压裂条件模拟装置由巷帮模拟机构和巷帮周围环境模拟机构组成,所述巷帮模拟机构包括依次对接的挡板、透气板、煤岩样和顶卡套管,所述顶卡套管的外壁上设置有刻度,所述挡板、透气板、煤岩样和顶卡套管通过电工胶带缠绕固定为一整体,所述挡板中部设置有第一进气通道,所述透气板中部设置有与第一进气通道相连通的第二进气通道,所述透气板上位于第二进气通道的四周设置有辐射状的透气孔道;所述巷帮周围环境模拟机构包括底座、固定连接在底座顶部的缸筒和固定连接在缸筒顶部的筒盖,所述缸筒中部侧壁上开有供巷帮模拟机构插入的巷帮模拟机构插入孔,所述底座顶部中间位置处设置有凹槽,所述凹槽内放置有下压头,所述下压头的正上方从下到上依次设置有上半凹面压头、上半凸面压头和活塞,所述活塞向上穿出到筒盖外部,且筒盖的中间位置处设置有供活塞穿过的通孔,所述活塞的上端面位于电子万能试验机的压头的正下方,所述巷帮模拟机构从所述巷帮模拟机构插入孔插入缸筒内部,且煤岩样对正位于下压头的上端面与上半凹面压头的下端面之间,顶卡套管卡合连接在所述巷帮模拟机构插入孔内;所述底座上设置有第三进气通道和与第三进气通道相连通的气体入口,所述下压头上设置有与第三进气通道相连通的第四进气通道,所述第四进气通道通过第一气体传输管路与第一进气通道相连通;所述底座上设置有与缸筒内部空间相连通的围压液流入通道,所述底座侧部设置有与围压液流入通道相连通的围压液入口,所述缸筒侧面设有排气口,所述排气口上连接有排气口塞;The hydraulic fracturing condition simulation device is composed of a roadside simulation mechanism and a roadside surrounding environment simulation mechanism. The outer wall of the tube is provided with a scale, and the baffle, the air-permeable plate, the coal rock sample and the top tube are wound and fixed as a whole by electrical tape, and the middle part of the baffle is provided with a first air inlet channel, The middle part of the air-permeable plate is provided with a second air-intake channel connected with the first air-intake channel, and the air-permeable plate is located around the second air-intake channel to be provided with radial ventilation holes; the surrounding environment simulation mechanism of the sidewalk includes The base, the cylinder fixedly connected to the top of the base, and the cylinder cover fixedly connected to the top of the cylinder, the side wall of the middle part of the cylinder is provided with an insertion hole for the side wall of the side wall for the side wall of the side wall to be inserted into, and the middle part of the top of the base A groove is arranged at the position, and a lower indenter is placed in the groove, and an upper semi-concave indenter, an upper semi-convex indenter and a piston are sequentially arranged directly above the lower indenter from bottom to top, and the piston Go out upwards to the outside of the cylinder cover, and the middle position of the cylinder cover is provided with a through hole for the piston to pass through. The upper end surface of the piston is located directly below the indenter of the electronic universal testing machine. The insertion hole of the roadside simulation mechanism is inserted into the cylinder, and the coal rock sample is aligned between the upper end surface of the lower indenter and the lower end surface of the upper semi-concave indenter, and the top ferrule is snapped and connected to the roadside The simulation mechanism is inserted into the hole; the base is provided with a third air inlet passage and a gas inlet connected with the third air inlet passage, and the lower pressure head is provided with a fourth air inlet passage connected with the third air inlet passage. The fourth air intake channel communicates with the first air intake channel through the first gas transmission pipeline; the base is provided with a confining pressure liquid inflow channel that communicates with the inner space of the cylinder, and the side of the base A confining pressure fluid inlet connected to the inflow channel of the confining pressure fluid is provided on the upper part, and an exhaust port is provided on the side of the cylinder, and an exhaust port plug is connected to the exhaust port;
所述气体压力系统包括压缩气体罐,所述压缩气体罐的出气口通过第二气体传输管路与气体入口连接,所述第二气体传输管路上设置有减压阀和气压表;The gas pressure system includes a compressed gas tank, the gas outlet of the compressed gas tank is connected to the gas inlet through a second gas transmission pipeline, and a pressure relief valve and a pressure gauge are arranged on the second gas transmission pipeline;
所述围压液压系统包括围压液箱和一端与围压液箱连接的围压液流入管,所述围压液流入管的另一端与围压液入口连接,所述围压液流入管上连接有液压泵和单向阀,位于液压泵和单向阀之间的一段围压液流入管上连接有围压液溢流管,所述围压液溢流管上连接有围压液压力表和围压液溢流阀,位于单向阀和围压液入口之间的一段围压液流入管上连接有围压液回流管,所述围压液回流管上连接有围压液回流阀;The confining pressure hydraulic system includes a confining pressure fluid tank and a confining pressure fluid inflow pipe connected to the confining pressure fluid tank at one end, the other end of the confining pressure fluid inflow pipe is connected to the confining pressure fluid inlet, and the confining pressure fluid inflow pipe A hydraulic pump and a one-way valve are connected to it, and a section of the confining pressure fluid inflow pipe between the hydraulic pump and the one-way valve is connected to a confining pressure fluid overflow pipe, and the confining pressure fluid overflow pipe is connected to a confining pressure hydraulic pressure Force gauge and confining pressure fluid overflow valve, a section of confining pressure fluid inflow pipe between the one-way valve and confining pressure fluid inlet is connected with confining pressure fluid return pipe, and confining pressure fluid return pipe is connected with confining pressure fluid return valve;
所述水力压裂系统包括水箱,所述水箱通过输水管路与对煤岩样进行水力压裂实验时插入设置在煤岩样上的钻孔中的钢管连接,所述输水管路上设置有水泵、水阀和水压表。The hydraulic fracturing system includes a water tank, and the water tank is connected with a steel pipe inserted into a drill hole on the coal rock sample through a water delivery pipeline when the hydraulic fracturing experiment is performed on the coal rock sample, and a water pump is arranged on the water delivery pipeline , water valve and water pressure gauge.
上述的煤矿井下水力压裂实验实验室模拟系统,其特征在于:所述底座与下压头之间、底座与缸筒之间、缸筒与筒盖之间、上半凹面压头与上半凸面压头之间、顶卡套管与缸筒之间以及筒盖与活塞之间均设置有密封圈。The above-mentioned underground hydraulic fracturing experimental laboratory simulation system in coal mine is characterized in that: between the base and the lower pressure head, between the base and the cylinder, between the cylinder and the cylinder cover, between the upper half concave pressure head and the upper half Sealing rings are arranged between the convex pressure heads, between the top tube and the cylinder, and between the cylinder cover and the piston.
上述的煤矿井下水力压裂实验实验室模拟系统,其特征在于:所述缸筒通过第一螺栓固定连接在底座顶部,所述筒盖通过第二螺栓固定连接在缸筒顶部。The above-mentioned underground hydraulic fracturing experimental laboratory simulation system for coal mines is characterized in that: the cylinder is fixedly connected to the top of the base by first bolts, and the cylinder cover is fixedly connected to the top of the cylinder by second bolts.
上述的煤矿井下水力压裂实验实验室模拟系统,其特征在于:所述缸筒外轮廓的形状、下压头外轮廓的形状、煤岩样外轮廓的形状、顶卡套管外轮廓的形状和上半凹面压头下部外轮廓的形状均为长方体形,所述煤岩样的长度与下压头的长度和上半凹面压头下部的长度相等,所述煤岩样的宽度与下压头的宽度、顶卡套管外轮廓的宽度和上半凹面压头下部的宽度相等,所述煤岩样的高度与顶卡套管外轮廓的高度相等。The above-mentioned underground hydraulic fracturing experimental laboratory simulation system for coal mines is characterized in that: the shape of the outer contour of the cylinder, the shape of the outer contour of the lower pressure head, the shape of the outer contour of the coal rock sample, and the shape of the outer contour of the top tube and the shape of the outer contour of the lower part of the upper half concave indenter are cuboid, the length of the coal rock sample is equal to the length of the lower indenter and the length of the lower part of the upper half concave indenter, and the width of the coal rock sample is the same as that of the lower indenter. The width of the head, the width of the outer contour of the top tube and the width of the lower part of the upper semi-concave indenter are equal, and the height of the coal rock sample is equal to the height of the outer profile of the top tube.
上述的煤矿井下水力压裂实验实验室模拟系统,其特征在于:所述第一气体传输管路的一端通过第一快速接头与第一进气通道相接,所述第一气体传输管路的另一端通过第二快速接头与第四进气通道相接。The above-mentioned underground hydraulic fracturing experimental laboratory simulation system in coal mine is characterized in that: one end of the first gas transmission pipeline is connected to the first air intake channel through a first quick joint, and the first gas transmission pipeline The other end is connected to the fourth air intake passage through the second quick connector.
本发明还提供了一种方法步骤简单、实现方便能够真实地模拟出煤矿井下煤岩体所受应力情况以及煤矿井下煤岩体内瓦斯自身含量和压力的煤矿井下水力压裂实验实验室模拟方法,其特征在于该方法包括以下步骤:The present invention also provides a simulation method for underground coal mine hydraulic fracturing experiment laboratory with simple method steps and convenient implementation, which can truly simulate the stress of the underground coal rock mass in the coal mine and the gas content and pressure in the coal mine underground coal rock body. , characterized in that the method comprises the following steps:
步骤一、组装煤矿井下水力压裂实验实验室模拟系统,其具体过程为:Step 1. Assemble the simulation system of the underground hydraulic fracturing experiment laboratory of the coal mine. The specific process is as follows:
步骤101、将依次对接的挡板、透气板、煤岩样和顶卡套管通过电工胶带缠绕固定为一整体,组合成巷帮模拟机构;Step 101: Winding and fixing the butted baffle plate, ventilation plate, coal rock sample and jacking tube into a whole by electrical tape, and combining them into a roadside simulation mechanism;
步骤102、将下压头放置在所述凹槽内,且使第四进气通道与第三进气通道相连通,并将第一气体传输管路的一端连接在第四进气通道上;Step 102, place the lower pressure head in the groove, connect the fourth air intake channel with the third air intake channel, and connect one end of the first gas transmission pipeline to the fourth air intake channel;
步骤103、将缸筒固定连接在底座顶部;Step 103, fixing the cylinder to the top of the base;
步骤104、将所述巷帮模拟机构具有挡板的一端插入所述巷帮模拟机构插入孔内,并通过观察设置在顶卡套管外壁上的刻度,使煤岩样对正位于下压头的上端面上;Step 104. Insert the end of the roadside simulation mechanism with the baffle plate into the insertion hole of the roadside simulation mechanism, and observe the scale set on the outer wall of the top tube so that the coal sample is aligned on the lower pressure head on the upper end face;
步骤105、将第一气体传输管路的另一端连接在第一进气通道上;Step 105, connecting the other end of the first gas delivery pipeline to the first air intake channel;
步骤106、将上半凹面压头对正放置于煤岩样的上端面上,并在上半凹面压头的顶部放置上半凸面压头;Step 106, aligning and placing the upper semi-concave indenter on the upper end surface of the coal rock sample, and placing the upper semi-convex indenter on top of the upper semi-concave indenter;
步骤107、将活塞穿过设置在筒盖中间位置处的通孔中,并将筒盖固定连接在缸筒顶部,同时保证活塞的中心与上半凸面压头的中心对正;Step 107, passing the piston through the through hole provided in the middle of the cylinder cover, and fixing the cylinder cover on the top of the cylinder, while ensuring that the center of the piston is aligned with the center of the upper semi-convex indenter;
步骤108、将第二气体传输管路连接到气体入口上;Step 108, connecting the second gas delivery pipeline to the gas inlet;
步骤109、将围压液流入管连接到围压液入口上;Step 109, connecting the confining pressure fluid inflow pipe to the confining pressure fluid inlet;
步骤1010、将电子万能试验机与计算机连接,并将步骤101~步骤107组装完成的水力压裂条件模拟装置对中放置在电子万能试验机的底座上,且使活塞的上端面位于所述电子万能试验机的压头的正下方;Step 1010, connect the electronic universal testing machine to the computer, place the hydraulic fracturing condition simulation device assembled in steps 101 to 107 on the base of the electronic universal testing machine, and make the upper end of the piston be located on the electronic universal testing machine. Just below the indenter of the universal testing machine;
步骤二、给煤岩样加载轴压:在计算机上,打开预先安装好的电子万能试验机软件,操作电子万能试验机软件启动电子万能试验机,并设定电子万能试验机的压头下压活塞的速度参数和压力参数,电子万能试验机的压头根据设定的速度参数下压活塞,直到显示在电子万能试验机软件中的压力参数达到设定的压力参数;Step 2. Load axial pressure on the coal rock sample: On the computer, open the pre-installed electronic universal testing machine software, operate the electronic universal testing machine software to start the electronic universal testing machine, and set the pressure head of the electronic universal testing machine to press down The speed parameter and pressure parameter of the piston, the indenter of the electronic universal testing machine presses down the piston according to the set speed parameter until the pressure parameter displayed in the electronic universal testing machine software reaches the set pressure parameter;
步骤三、给煤岩样加载围压:取下连接在排气口上的排气口塞,打开排气口,打开围压液溢流阀的进液开关,开启所述围压液压系统,围压液箱内的围压液经过第二液压泵加压后经由围压液流入管和围压液入口流入缸筒内,当排气口有围压液流出时,将排气口塞连接在排气口上,关闭排气口;Step 3, load the confining pressure on the coal rock sample: remove the vent plug connected to the vent, open the vent, open the liquid inlet switch of the confining pressure fluid overflow valve, open the confining pressure hydraulic system, and The confining pressure fluid in the pressure fluid tank is pressurized by the second hydraulic pump and flows into the cylinder through the confining pressure fluid inflow pipe and the confining pressure fluid inlet. When the confining pressure fluid flows out of the exhaust port, connect the exhaust port plug to the On the exhaust port, close the exhaust port;
步骤四、给煤岩样加载气体压力:打开减压阀的开关,开启所述气体压力系统,压缩气体罐内的气体通过减压阀减压后经由第二气体传输管路和气体入口进入第一进气通道和第二进气通道内,并进入透气孔道内;Step 4. Load gas pressure on the coal rock sample: open the switch of the pressure reducing valve, open the gas pressure system, the gas in the compressed gas tank is decompressed by the pressure reducing valve and then enters the first gas through the second gas transmission pipeline and the gas inlet. into the first air intake channel and the second air intake channel, and into the ventilation hole;
步骤五、在顶卡套管内露出的煤岩样处进行水力压裂实验,其具体过程如下:Step 5. Carry out a hydraulic fracturing experiment at the coal rock sample exposed in the top tube. The specific process is as follows:
步骤501、用钻头直径为d的电钻机在顶卡套管内露出的煤岩样上打出方位角为α、倾角为β、长度为L的钻孔;Step 501, use an electric drill with a drill bit diameter of d to drill a drill hole with an azimuth angle of α, an inclination angle of β, and a length of L on the coal rock sample exposed in the top tube;
步骤502、在所述钻孔内插入钢管;Step 502, inserting a steel pipe into the borehole;
步骤503、用密封材料对所述钻孔进行封孔,封孔长度为n;其中,n<L;Step 503, seal the drilled hole with a sealing material, the length of the sealed hole is n; wherein, n<L;
步骤504、将输水管路连接在钢管上;Step 504, connecting the water pipeline to the steel pipe;
步骤505、打开水阀,开启所述水力压裂系统,水箱内的水通过水泵加压后经由输水管路进入钢管中,并打到煤岩样上,对煤岩样进行水力压裂,煤岩样上形成了内部充满水的裂隙;Step 505, open the water valve, start the hydraulic fracturing system, the water in the water tank is pressurized by the water pump, enters the steel pipe through the water delivery pipeline, and hits the coal rock sample, and performs hydraulic fracturing on the coal rock sample. Cracks filled with water formed in the rock sample;
步骤506、压裂时间段t后,关闭水阀,关闭所述水力压裂系统,将连接在钢管上的输水管路断开,所述裂隙内的水逐渐流出;Step 506, after the fracturing time period t, close the water valve, close the hydraulic fracturing system, disconnect the water delivery pipeline connected to the steel pipe, and gradually flow out the water in the crack;
步骤507、待所述裂隙内的水排尽后,用气体压力测量仪测量钢管外露端口处的气体压力P,并用气体浓度测量仪测量钢管外露端口处的气体浓度φ;Step 507, after the water in the crack is exhausted, measure the gas pressure P at the exposed port of the steel pipe with a gas pressure measuring instrument, and measure the gas concentration φ at the exposed port of the steel pipe with a gas concentration measuring instrument;
步骤508、记录所述步骤二中设定的电子万能试验机的压头下压活塞的压力参数,记录围压液压力表上显示的步骤三中的围压,记录气压表上显示的步骤四中的气体压力,记录所述步骤501中钻头的直径d以及钻孔的方位角为α、倾角为β和长度L,记录水压表上显示的步骤505中的水力压裂压力,记录所述步骤506中的压裂时间段t,并记录所述步骤507中测量得到的气体压力P和气体浓度φ。Step 508, record the pressure parameters of the pressure head of the electronic universal testing machine set in the step 2, record the confining pressure in the step 3 displayed on the confining pressure hydraulic pressure gauge, and record the step 4 displayed on the air pressure gauge In the gas pressure, record the diameter d of the drill bit in the step 501 and the azimuth angle of the borehole as α, the inclination angle as β and the length L, record the hydraulic fracturing pressure in the step 505 displayed on the water pressure gauge, record the described The fracturing time period t in step 506, and record the gas pressure P and gas concentration φ measured in step 507.
上述的方法,其特征在于:所述步骤502之前还采用钻孔清洗液清洗所述钻孔。The above-mentioned method is characterized in that before the step 502, the borehole is cleaned with a borehole cleaning solution.
上述的方法,其特征在于:所述步骤102中在将下压头放置在所述凹槽内之前,先在凹槽内放入密封圈;所述步骤103中在将缸筒固定连接在底座顶部之前,先在底座顶部放入密封圈;所述步骤104中在将所述巷帮模拟机构具有挡板的一端插入所述巷帮模拟机构插入孔内之前,先在所述巷帮模拟机构插入孔内放入密封圈;所述步骤106中在将上半凸面压头放置在上半凹面压头的顶部之前,先在上半凹面压头内放入密封圈;所述步骤107中在将活塞穿过设置在筒盖中间位置处的通孔中之前,先在设置在筒盖中间位置处的通孔中放入密封圈;所述步骤107中在将筒盖固定连接在缸筒顶部之前,先在缸筒顶部放入密封圈。The above-mentioned method is characterized in that: in the step 102, before placing the lower pressure head in the groove, first put a sealing ring in the groove; in the step 103, the cylinder barrel is fixedly connected to the base Before the top, put the sealing ring on the top of the base; in the step 104, before inserting the end of the gangway simulation mechanism with the baffle plate into the insertion hole of the gangway simulation mechanism, the Insert the sealing ring into the hole; before placing the upper semi-convex pressure head on the top of the upper semi-concave pressure head in the step 106, put the sealing ring in the upper semi-concave pressure head; in the step 107 Before the piston is passed through the through hole arranged at the middle position of the cylinder cover, a sealing ring is first placed in the through hole arranged at the middle position of the cylinder cover; in the step 107, the cylinder cover is fixedly connected to the cylinder top Before, put the seal on the top of the cylinder.
上述的方法,其特征在于:所述步骤103中将缸筒固定连接在底座顶部是采用第二螺栓;所述步骤107中将筒盖固定连接在缸筒顶部是采用第三螺栓。The above-mentioned method is characterized in that: in the step 103, the cylinder is fixedly connected to the top of the base using the second bolt; in the step 107, the cylinder cover is fixedly connected to the top of the cylinder by using the third bolt.
上述的方法,其特征在于:所述步骤二中设定的电子万能试验机的压头下压活塞的速度参数为0.4mm/min~0.6mm/min,所述步骤二中设定的电子万能试验机的压头下压活塞的压力参数为3MPa~5MPa。The above-mentioned method is characterized in that: the speed parameter of the pressure head of the electronic universal testing machine set in the step 2 is 0.4mm/min~0.6mm/min, and the electronic universal testing machine set in the step 2 The pressure parameter of the pressure head of the testing machine to press down the piston is 3MPa~5MPa.
本发明与现有技术相比具有以下优点:Compared with the prior art, the present invention has the following advantages:
1、本发明煤矿井下水力压裂实验实验室模拟系统的结构简单,实现方便,且使用操作简单。1. The simulation system of the underground hydraulic fracturing experiment laboratory of the coal mine of the present invention has a simple structure, is convenient to realize, and is easy to use and operate.
2、本发明煤矿井下水力压裂实验实验室模拟方法的方法步骤简单,实现方便。2. The simulation method of the underground hydraulic fracturing experiment laboratory of the coal mine has simple steps and is convenient to implement.
3、本发明能够实现对轴压和围压的调节,能够依据不同矿井煤岩体的地应力大小,真实地模拟出煤矿井下煤岩体所受地应力情况。3. The present invention can realize the adjustment of the axial pressure and the confining pressure, and can truly simulate the in-situ stress of the coal and rock mass in the coal mine according to the in-situ stress of the coal and rock mass in different mines.
4、本发明能够实现气体压力大小的调节,能够依据不同矿井的瓦斯储量和压力,真实模拟出煤矿井下煤岩体内瓦斯自身含量和压力。4. The present invention can realize the adjustment of the gas pressure, and can truly simulate the gas content and pressure in the underground coal rock body of the coal mine according to the gas reserves and pressures of different mines.
5、本发明能够测定原煤(即从矿井中直接采取的岩样)经过井下水力压裂后其瓦斯增透情况。5. The present invention can measure the gas permeability enhancement of raw coal (that is, the rock sample directly taken from the mine) after underground hydraulic fracturing.
6、本发明能够为工程技术人员提供研究数据,供工程技术人员研究轴压(即电子万能试验机的压头下压活塞的压力参数)、围压、气体压力、钻头的直径d、钻孔的方位角α、钻孔的倾角β、钻孔的长度L、水力压裂压力和压裂时间段t对煤岩样水力压裂后流出的气体压力P和气体浓度φ的影响规律,进而得到提高流出的气体浓度φ的方法,并最终提高瓦斯抽采率。6. The present invention can provide engineering technicians with research data for engineering technicians to study axial pressure (that is, the pressure parameter of the pressing head of the electronic universal testing machine to press down the piston), confining pressure, gas pressure, diameter d of the drill bit, borehole The azimuth angle α of the borehole, the inclination angle β of the borehole, the length L of the borehole, the hydraulic fracturing pressure and the fracturing time period t affect the gas pressure P and gas concentration φ flowing out of the coal rock sample after hydraulic fracturing, and then get A method to increase the outflow gas concentration φ, and ultimately increase the gas recovery rate.
7、本发明的实现成本低,性能稳定可靠,实用性强,便于推广使用。7. The present invention has low implementation cost, stable and reliable performance, strong practicability, and is convenient for popularization and use.
综上所述,本发明实现方便,能够依据不同矿井地质情况,真实地模拟井下水力压裂条件,能够测定轴压、围压、气体压力等参数对井下水力压裂增透效果的影响和规律,性能稳定可靠,有助于提高瓦斯抽采率,便于推广使用。In summary, the present invention is easy to implement, can truly simulate the conditions of underground hydraulic fracturing according to different mine geological conditions, and can measure the influence and law of parameters such as axial pressure, confining pressure, and gas pressure on the anti-permeability effect of underground hydraulic fracturing , stable and reliable performance, helpful to improve the gas extraction rate, easy to popularize and use.
下面通过附图和实施例,对本发明的技术方案做进一步的详细描述。The technical solutions of the present invention will be described in further detail below with reference to the accompanying drawings and embodiments.
附图说明Description of drawings
图1为本发明的结构示意图。Fig. 1 is a structural schematic diagram of the present invention.
图2为本发明水力压裂条件模拟装置的结构示意图。Fig. 2 is a schematic structural diagram of a hydraulic fracturing condition simulating device of the present invention.
附图标记说明:Explanation of reference signs:
1—挡板;2—透气板;3—煤岩样;1—baffle plate; 2—permeable plate; 3—coal rock sample;
4—顶卡套管;5—第一进气通道;6—第二进气通道;4—top tube; 5—first air intake channel; 6—second air intake channel;
7—透气孔道;8—底座;9—缸筒;7—air vent; 8—base; 9—cylinder;
10—筒盖;11—下压头;12—上半凸面压头;10—canister cover; 11—lower pressure head; 12—upper semi-convex pressure head;
13—活塞;14—第三进气通道;15—气体入口;13—piston; 14—the third intake channel; 15—gas inlet;
16—第四进气通道;17—第一气体传输管路;16—the fourth air intake channel; 17—the first gas transmission pipeline;
18—围压液流入通道;19—围压液入口;20—排气口;18—confining pressure fluid inflow channel; 19—confining pressure fluid inlet; 20—exhaust port;
21—排气口塞;22—压缩气体罐;23—第二气体传输管路;21—exhaust port plug; 22—compressed gas tank; 23—second gas transmission pipeline;
24—减压阀;25—气压表;26—围压液箱;24—pressure reducing valve; 25—barometer; 26—confining pressure liquid tank;
27—围压液流入管;28—液压泵;29—围压液溢流管;27—confining pressure fluid inflow pipe; 28—hydraulic pump; 29—confining pressure fluid overflow pipe;
30—围压液压力表;31—围压液溢流阀;32—围压液回流管;30—confining pressure fluid pressure gauge; 31—confining pressure fluid overflow valve; 32—confining pressure fluid return pipe;
33—围压液回流阀;34—水箱;35—输水管路;33—confining pressure fluid return valve; 34—water tank; 35—water pipeline;
36—水泵;37—水阀;38—水压表;36—water pump; 37—water valve; 38—water pressure gauge;
39—上半凹面压头;40—电子万能试验机;39—upper half concave indenter; 40—electronic universal testing machine;
41—水力压裂条件模拟装置;42—计算机;41—hydraulic fracturing condition simulation device; 42—computer;
43—单向阀;44—密封圈;45—第一螺栓;43—one-way valve; 44—sealing ring; 45—the first bolt;
46—第二螺栓;47—钢管。46—the second bolt; 47—the steel pipe.
具体实施方式detailed description
如图1和图2所示,本发明的煤矿井下水力压裂实验实验室模拟系统,包括电子万能试验机40、水力压裂条件模拟装置41、气体压力系统、围压液压系统、水力压裂系统和计算机42,所述水力压裂条件模拟装置41对中放置在电子万能试验机40的底座上,所述电子万能试验机40与计算机42相接;As shown in Fig. 1 and Fig. 2, the underground hydraulic fracturing experimental laboratory simulation system of coal mine of the present invention comprises electronic universal testing machine 40, hydraulic fracturing condition simulation device 41, gas pressure system, confining pressure hydraulic system, hydraulic fracturing System and computer 42, the hydraulic fracturing condition simulation device 41 is centrally placed on the base of the electronic universal testing machine 40, and the electronic universal testing machine 40 is connected with the computer 42;
所述水力压裂条件模拟装置41由巷帮模拟机构和巷帮周围环境模拟机构组成,所述巷帮模拟机构包括依次对接的挡板1、透气板2、煤岩样3和顶卡套管4,所述顶卡套管4的外壁上设置有刻度,所述挡板1、透气板2、煤岩样3和顶卡套管4通过电工胶带缠绕固定为一整体,所述挡板1中部设置有第一进气通道5,所述透气板2中部设置有与第一进气通道5相连通的第二进气通道6,所述透气板2上位于第二进气通道6的四周设置有辐射状的透气孔道7;所述巷帮周围环境模拟机构包括底座8、固定连接在底座8顶部的缸筒9和固定连接在缸筒9顶部的筒盖10,所述缸筒9中部侧壁上开有供巷帮模拟机构插入的巷帮模拟机构插入孔,所述底座8顶部中间位置处设置有凹槽,所述凹槽内放置有下压头11,所述下压头11的正上方从下到上依次设置有上半凹面压头39、上半凸面压头12和活塞13,所述活塞13向上穿出到筒盖10外部,且筒盖10的中间位置处设置有供活塞13穿过的通孔,所述活塞13的上端面位于电子万能试验机40的压头的正下方,所述巷帮模拟机构从所述巷帮模拟机构插入孔插入缸筒9内部,且煤岩样3对正位于下压头11的上端面与上半凹面压头39的下端面之间,顶卡套管4卡合连接在所述巷帮模拟机构插入孔内;所述底座8上设置有第三进气通道14和与第三进气通道14相连通的气体入口15,所述下压头11上设置有与第三进气通道14相连通的第四进气通道16,所述第四进气通道16通过第一气体传输管路17与第一进气通道5相连通;所述底座8上设置有与缸筒9内部空间相连通的围压液流入通道18,所述底座8侧部设置有与围压液流入通道18相连通的围压液入口19,所述缸筒9侧面设有排气口20,所述排气口20上连接有排气口塞21;The hydraulic fracturing condition simulation device 41 is composed of a roadside simulation mechanism and a roadside surrounding environment simulation mechanism, and the roadside simulation mechanism includes a baffle plate 1, a gas permeable plate 2, a coal rock sample 3 and a jacking sleeve that are connected in sequence 4. The outer wall of the top ferrule 4 is provided with a scale, the baffle plate 1, the air-permeable plate 2, the coal rock sample 3 and the top ferrule 4 are wound and fixed as a whole by electrical tape, and the baffle plate 1 The middle part is provided with a first air intake channel 5, and the middle part of the air-permeable plate 2 is provided with a second air-intake channel 6 communicating with the first air-intake channel 5, and the air-permeable plate 2 is located around the second air intake channel 6 Radial air vents 7 are provided; the surrounding environment simulation mechanism of the roadside includes a base 8, a cylinder 9 fixedly connected to the top of the base 8 and a cylinder cover 10 fixedly connected to the top of the cylinder 9, and the middle part of the cylinder 9 The side wall is provided with an insertion hole for the side wall simulation mechanism to be inserted into. The middle position of the top of the base 8 is provided with a groove, and a lower pressing head 11 is placed in the groove, and the lower pressing head 11 The upper semi-concave indenter 39, the upper semi-convex indenter 12 and the piston 13 are arranged in sequence from bottom to top, the piston 13 penetrates upwards to the outside of the cylinder cover 10, and the middle position of the cylinder cover 10 is provided with A through hole for the piston 13 to pass through, the upper end surface of the piston 13 is located directly below the indenter of the electronic universal testing machine 40, and the gangway simulation mechanism is inserted into the cylinder barrel 9 from the gangway simulation mechanism insertion hole, And the coal rock sample 3 is aligned between the upper end surface of the lower indenter 11 and the lower end surface of the upper semi-concave indenter 39, and the top ferrule 4 is engaged and connected in the insertion hole of the roadside simulation mechanism; the base 8 is provided with a third intake passage 14 and a gas inlet 15 communicating with the third intake passage 14, and the lower head 11 is provided with a fourth intake passage 16 communicating with the third intake passage 14 , the fourth air intake channel 16 communicates with the first air intake channel 5 through the first gas transmission pipeline 17; the base 8 is provided with a confining pressure fluid inflow channel 18 communicating with the inner space of the cylinder 9, The side of the base 8 is provided with a confining pressure fluid inlet 19 communicating with the confining pressure fluid inflow channel 18, and the side of the cylinder 9 is provided with an exhaust port 20, and the exhaust port 20 is connected with an exhaust port plug twenty one;
所述气体压力系统包括压缩气体罐22,所述压缩气体罐22的出气口通过第二气体传输管路23与气体入口15连接,所述第二气体传输管路23上设置有减压阀24和气压表25;The gas pressure system includes a compressed gas tank 22, the gas outlet of the compressed gas tank 22 is connected to the gas inlet 15 through a second gas transmission pipeline 23, and a pressure reducing valve 24 is arranged on the second gas transmission pipeline 23 and barometer 25;
所述围压液压系统包括围压液箱26和一端与围压液箱26连接的围压液流入管27,所述围压液流入管27的另一端与围压液入口19连接,所述围压液流入管27上连接有液压泵28和单向阀43,位于液压泵28和单向阀43之间的一段围压液流入管27上连接有围压液溢流管29,所述围压液溢流管29上连接有围压液压力表30和围压液溢流阀31,位于单向阀43和围压液入口19之间的一段围压液流入管27上连接有围压液回流管32,所述围压液回流管32上连接有围压液回流阀33;The confining pressure hydraulic system includes a confining pressure fluid tank 26 and a confining pressure fluid inflow pipe 27 connected to the confining pressure fluid tank 26 at one end, the other end of the confining pressure fluid inflow pipe 27 is connected to the confining pressure fluid inlet 19, the A hydraulic pump 28 and a one-way valve 43 are connected to the confining pressure fluid inflow pipe 27, and a confining pressure fluid overflow pipe 29 is connected to a section of confining pressure fluid inflow pipe 27 between the hydraulic pump 28 and the one-way valve 43. A confining pressure fluid pressure gauge 30 and a confining pressure fluid overflow valve 31 are connected to the confining pressure fluid overflow pipe 29, and a confining pressure fluid inflow pipe 27 between the one-way valve 43 and the confining pressure fluid inlet 19 is connected to a confining pressure fluid overflow pipe 29. A pressure fluid return pipe 32, the confining pressure fluid return pipe 32 is connected with a confining pressure fluid return valve 33;
所述水力压裂系统包括水箱34,所述水箱34通过输水管路35与对煤岩样3进行水力压裂实验时插入设置在煤岩样3上的钻孔中的钢管47连接,所述输水管路35上设置有水泵36、水阀37和水压表38。The hydraulic fracturing system includes a water tank 34, and the water tank 34 is connected with a steel pipe 47 inserted into a drill hole on the coal rock sample 3 when the hydraulic fracturing experiment is performed on the coal rock sample 3 through a water delivery pipeline 35. The water delivery pipeline 35 is provided with a water pump 36 , a water valve 37 and a water pressure gauge 38 .
如图2所示,本实施例中,所述底座8与下压头11之间、底座8与缸筒9之间、缸筒9与筒盖10之间、上半凹面压头39与上半凸面压头12之间、顶卡套管4与缸筒9之间以及筒盖10与活塞13之间均设置有密封圈44。所述缸筒9通过第一螺栓45固定连接在底座8顶部,所述筒盖10通过第二螺栓46固定连接在缸筒9顶部。As shown in Figure 2, in this embodiment, between the base 8 and the lower pressure head 11, between the base 8 and the cylinder 9, between the cylinder 9 and the cylinder cover 10, between the upper semi-concave pressure head 39 and the upper Sealing rings 44 are provided between the semi-convex pressure heads 12 , between the top ferrule 4 and the cylinder 9 , and between the cylinder cover 10 and the piston 13 . The cylinder 9 is fixedly connected to the top of the base 8 by first bolts 45 , and the cylinder cover 10 is fixedly connected to the top of the cylinder 9 by second bolts 46 .
如图2所示,本实施例中,所述缸筒9外轮廓的形状、下压头11外轮廓的形状、煤岩样3外轮廓的形状、顶卡套管4外轮廓的形状和上半凹面压头39下部外轮廓的形状均为长方体形,所述煤岩样3的长度与下压头11的长度和上半凹面压头39下部的长度相等,所述煤岩样3的宽度与下压头11的宽度、顶卡套管4外轮廓的宽度和上半凹面压头39下部的宽度相等,所述煤岩样3的高度与顶卡套管4外轮廓的高度相等。As shown in Figure 2, in this embodiment, the shape of the outer contour of the cylinder 9, the shape of the outer contour of the lower pressure head 11, the shape of the outer contour of the coal rock sample 3, the shape of the outer contour of the top tube 4 and the shape of the upper The shape of the outer contour of the lower part of the semi-concave indenter 39 is cuboid, and the length of the coal rock sample 3 is equal to the length of the lower indenter 11 and the length of the lower part of the upper semi-concave indenter 39, and the width of the coal rock sample 3 The width of the lower pressure head 11, the width of the outer contour of the top ferrule 4 and the width of the lower part of the upper semi-concave indenter 39 are equal, and the height of the coal rock sample 3 is equal to the height of the outer contour of the top ferrule 4.
如图2所示,本实施例中,所述第一气体传输管路17的一端通过第一快速接头与第一进气通道5相接,所述第一气体传输管路17的另一端通过第二快速接头与第四进气通道16相接。As shown in Figure 2, in this embodiment, one end of the first gas transmission pipeline 17 is connected to the first air inlet passage 5 through a first quick joint, and the other end of the first gas transmission pipeline 17 is connected to The second quick connector is connected to the fourth air intake channel 16 .
本发明的煤矿井下水力压裂实验实验室模拟方法,包括以下步骤:Underground coal mine hydraulic fracturing experimental laboratory simulation method of the present invention comprises the following steps:
步骤一、组装煤矿井下水力压裂实验实验室模拟系统,其具体过程为:Step 1. Assemble the simulation system of the underground hydraulic fracturing experiment laboratory of the coal mine. The specific process is as follows:
步骤101、将依次对接的挡板1、透气板2、煤岩样3和顶卡套管4通过电工胶带缠绕固定为一整体,组合成巷帮模拟机构;Step 101, the baffle 1, vent plate 2, coal rock sample 3 and top ferrule 4 that are butted in sequence are fixed as a whole by electrical tape, and combined into a roadside simulation mechanism;
步骤102、将下压头11放置在所述凹槽内,且使第四进气通道16与第三进气通道14相连通,并将第一气体传输管路17的一端连接在第四进气通道16上;Step 102, placing the lower pressure head 11 in the groove, and connecting the fourth intake passage 16 with the third intake passage 14, and connecting one end of the first gas delivery pipeline 17 to the fourth intake passage. On the air channel 16;
步骤103、将缸筒9固定连接在底座8顶部;Step 103, fixing the cylinder 9 on the top of the base 8;
步骤104、将所述巷帮模拟机构具有挡板1的一端插入所述巷帮模拟机构插入孔内,并通过观察设置在顶卡套管4外壁上的刻度,使煤岩样3对正位于下压头11的上端面上;具体实施时,已知底座8中心至缸筒9开有巷帮模拟机构插入孔的一侧侧面的距离为l1,且已知煤岩样3的长度的一半为l2,通过公式l=l1-l2就能够计算得到顶卡套管4伸入缸筒9内部的侧面至缸筒9开有巷帮模拟机构插入孔的一侧侧面的距离l,而该距离l能够通过观察设置在顶卡套管4外壁上的刻度得知;Step 104. Insert the end of the roadside simulation mechanism with the baffle plate 1 into the insertion hole of the roadside simulation mechanism, and by observing the scale set on the outer wall of the top ferrule 4, align the coal rock sample 3 at the The upper end surface of the lower pressure head 11; in practice, the distance from the center of the base 8 to the side of the side of the cylinder 9 with the insertion hole of the sidewalk simulation mechanism is known to be l 1 , and the length of the coal rock sample 3 is known. Half is l 2 , and the distance l from the side of the top ferrule 4 extending into the cylinder 9 to the side of the cylinder 9 with the insertion hole of the roadside simulation mechanism can be calculated by the formula l=l 1 -l 2 , and the distance l can be obtained by observing the scale arranged on the outer wall of the top tube 4;
步骤105、将第一气体传输管路17的另一端连接在第一进气通道5上;Step 105, connecting the other end of the first gas delivery pipeline 17 to the first air intake channel 5;
步骤106、将上半凹面压头39对正放置于煤岩样3的上端面上,并在上半凹面压头39的顶部放置上半凸面压头12;Step 106, aligning and placing the upper semi-concave indenter 39 on the upper end surface of the coal rock sample 3, and placing the upper semi-convex indenter 12 on top of the upper semi-concave indenter 39;
步骤107、将活塞13穿过设置在筒盖10中间位置处的通孔中,并将筒盖10固定连接在缸筒9顶部,同时保证活塞13的中心与上半凸面压头12的中心对正;Step 107, pass the piston 13 through the through hole provided in the middle of the cylinder cover 10, and fix the cylinder cover 10 on the top of the cylinder 9, while ensuring that the center of the piston 13 is aligned with the center of the upper semi-convex pressure head 12 just;
步骤108、将第二气体传输管路23连接到气体入口15上;Step 108, connecting the second gas delivery pipeline 23 to the gas inlet 15;
步骤109、将围压液流入管27连接到围压液入口19上;Step 109, connecting the confining pressure fluid inflow pipe 27 to the confining pressure fluid inlet 19;
步骤1010、将电子万能试验机40与计算机42连接,并将步骤101~步骤107组装完成的水力压裂条件模拟装置41对中放置在电子万能试验机40的底座上,且使活塞13的上端面位于所述电子万能试验机40的压头的正下方;Step 1010, connect the electronic universal testing machine 40 with the computer 42, place the hydraulic fracturing condition simulation device 41 assembled in steps 101 to 107 on the base of the electronic universal testing machine 40, and make the upper part of the piston 13 The end face is located directly below the indenter of the electronic universal testing machine 40;
步骤二、给煤岩样3加载轴压:在计算机42上,打开预先安装好的电子万能试验机软件,操作电子万能试验机软件启动电子万能试验机40,并设定电子万能试验机40的压头下压活塞13的速度参数和压力参数,电子万能试验机40的压头根据设定的速度参数下压活塞13,直到显示在电子万能试验机软件中的压力参数达到设定的压力参数;Step 2, load the axial pressure on the coal rock sample 3: on the computer 42, open the pre-installed electronic universal testing machine software, operate the electronic universal testing machine software to start the electronic universal testing machine 40, and set the electronic universal testing machine 40 The speed parameter and the pressure parameter of the pressure head pressing down the piston 13, the pressure head of the electronic universal testing machine 40 presses down the piston 13 according to the set speed parameter, until the pressure parameter displayed in the electronic universal testing machine software reaches the set pressure parameter ;
步骤三、给煤岩样3加载围压:取下连接在排气口20上的排气口塞21,打开排气口20,打开围压液溢流阀31的进液开关,开启所述围压液压系统,围压液箱26内的围压液经过第二液压泵37加压后经由围压液流入管27和围压液入口19流入缸筒9内,当排气口20有围压液流出时,将排气口塞21连接在排气口20上,关闭排气口20;Step 3, load the confining pressure on the coal rock sample 3: remove the vent plug 21 connected to the vent 20, open the vent 20, open the inlet switch of the confining pressure liquid overflow valve 31, and open the In the confining pressure hydraulic system, the confining pressure fluid in the confining pressure fluid tank 26 is pressurized by the second hydraulic pump 37 and flows into the cylinder 9 through the confining pressure fluid inflow pipe 27 and the confining pressure fluid inlet 19. When the hydraulic fluid flows out, connect the exhaust port plug 21 to the exhaust port 20, and close the exhaust port 20;
通过在步骤二中设置不同的电子万能试验机40的压头下压活塞13的压力参数,能够实现对轴压的调节;通过在步骤三中操作围压液溢流阀31,能够实现对围压的调节;进而能够依据不同矿井煤岩体的地应力大小,真实地模拟出煤矿井下煤岩体所受地应力情况。By setting different pressure parameters of the pressure head of the electronic universal testing machine 40 to press down the piston 13 in step 2, the adjustment of the axial pressure can be realized; by operating the confining pressure fluid overflow valve 31 in step 3, the confining pressure can be adjusted The adjustment of the pressure; and then according to the in-situ stress of the coal and rock mass in different mines, it can truly simulate the in-situ stress of the coal and rock mass in the coal mine.
步骤四、给煤岩样3加载气体压力:打开减压阀24的开关,开启所述气体压力系统,压缩气体罐22内的气体通过减压阀24减压后经由第二气体传输管路23和气体入口15进入第一进气通道5和第二进气通道6内,并进入透气孔道7内;Step 4: Apply gas pressure to the coal rock sample 3: open the switch of the pressure reducing valve 24, open the gas pressure system, the gas in the compressed gas tank 22 is decompressed by the pressure reducing valve 24 and then passes through the second gas transmission pipeline 23 And the gas inlet 15 enters the first air intake channel 5 and the second air intake channel 6, and enters the vent hole 7;
通过在步骤四中操作减压阀24,能够实现对气体压力大小的调节,能够依据不同矿井的瓦斯储量和压力,真实模拟出煤矿井下煤岩体内瓦斯自身含量和压力。By operating the pressure reducing valve 24 in step 4, the adjustment of the gas pressure can be realized, and the gas content and pressure in the underground coal rock body of the coal mine can be truly simulated according to the gas reserves and pressures of different mines.
步骤五、在顶卡套管4内露出的煤岩样3处进行水力压裂实验,其具体过程如下:Step 5. Carry out a hydraulic fracturing experiment at the coal rock sample 3 exposed in the top ferrule 4, and the specific process is as follows:
步骤501、用钻头直径为d的电钻机在顶卡套管4内露出的煤岩样3上打出方位角为α、倾角为β、长度为L的钻孔;Step 501, use an electric drill with a drill bit diameter of d to drill a drill hole with an azimuth angle of α, an inclination angle of β, and a length of L on the coal rock sample 3 exposed in the top tube 4;
步骤502、在所述钻孔内插入钢管47;具体实施时,钢管47的长度略小于钻孔的长度L,钢管47的直径略小于钻孔的直径,即钻头的直径d;Step 502, inserting a steel pipe 47 into the borehole; in practice, the length of the steel pipe 47 is slightly less than the length L of the borehole, and the diameter of the steel pipe 47 is slightly less than the diameter of the borehole, that is, the diameter d of the drill bit;
步骤503、用密封材料对所述钻孔进行封孔,封孔长度为n;其中,n<L;具体实施时,所述密封材料为环氧树脂胶;Step 503, seal the drilled hole with a sealing material, the length of which is n; wherein, n<L; in specific implementation, the sealing material is epoxy resin glue;
步骤504、将输水管路35连接在钢管47上;Step 504, connecting the water pipeline 35 to the steel pipe 47;
步骤505、打开水阀37,开启所述水力压裂系统,水箱34内的水通过水泵36加压后经由输水管路35进入钢管47中,并打到煤岩样3上,对煤岩样3进行水力压裂,煤岩样3上形成了内部充满水的裂隙;Step 505, open the water valve 37, start the hydraulic fracturing system, the water in the water tank 34 is pressurized by the water pump 36, enters the steel pipe 47 through the water delivery pipeline 35, and hits the coal rock sample 3, and the coal rock sample 3. Hydraulic fracturing was carried out, and cracks filled with water were formed on the coal rock sample 3;
步骤506、压裂时间段t后,关闭水阀37,关闭所述水力压裂系统,将连接在钢管47上的输水管路35断开,所述裂隙内的水逐渐流出;Step 506: After the fracturing time period t, close the water valve 37, close the hydraulic fracturing system, disconnect the water delivery pipeline 35 connected to the steel pipe 47, and gradually flow out the water in the crack;
步骤507、待所述裂隙内的水排尽后,用气体压力测量仪测量钢管47外露端口处的气体压力P,并用气体浓度测量仪测量钢管47外露端口处的气体浓度φ;Step 507, after the water in the crack is exhausted, measure the gas pressure P at the exposed port of the steel pipe 47 with a gas pressure measuring instrument, and measure the gas concentration φ at the exposed port of the steel pipe 47 with a gas concentration measuring instrument;
步骤508、记录所述步骤二中设定的电子万能试验机40的压头下压活塞13的压力参数,记录围压液压力表30上显示的步骤三中的围压,记录气压表25上显示的步骤四中的气体压力,记录所述步骤501中钻头的直径d以及钻孔的方位角为α、倾角为β和长度L,记录水压表38上显示的步骤505中的水力压裂压力,记录所述步骤506中的压裂时间段t,并记录所述步骤507中测量得到的气体压力P和气体浓度φ。将以上记录得到的数据提供给工程技术人员,工程技术人员能够研究轴压(即电子万能试验机40的压头下压活塞13的压力参数)、围压、气体压力、钻头的直径d、钻孔的方位角α、钻孔的倾角β、钻孔的长度L、水力压裂压力和压裂时间段t对煤岩样3水力压裂后流出的气体压力P和气体浓度φ,进而得到提高流出的气体浓度φ的方法,并最终提高瓦斯抽采率。Step 508, record the pressure parameters of the pressure head of the electronic universal testing machine 40 set in the step 2 to press down on the piston 13, record the confining pressure in the step 3 shown on the confining pressure gauge 30, and record the pressure on the air pressure gauge 25 Show the gas pressure in step 4, record the diameter d of the drill bit in the step 501 and the azimuth angle of the borehole as α, the inclination angle as β and the length L, record the hydraulic fracturing in the step 505 displayed on the water pressure gauge 38 pressure, record the fracturing time period t in step 506, and record the gas pressure P and gas concentration φ measured in step 507. The data that above record obtains is provided to engineering technical personnel, and engineering technical personnel can research axial pressure (being the pressure parameter that the pressure head of electronic universal testing machine 40 depresses piston 13), confining pressure, gas pressure, the diameter d of drill bit, drill bit. The azimuth angle α of the hole, the inclination angle β of the borehole, the length L of the borehole, the hydraulic fracturing pressure and the fracturing time period t have an effect on the gas pressure P and gas concentration φ flowing out of the hydraulic fracturing of the coal rock sample 3, and then improved The method of the outflow gas concentration φ, and finally improve the gas recovery rate.
本实施例中,所述步骤502之前还采用钻孔清洗液清洗所述钻孔。具体实施时,所述钻孔清洗液为丙酮或酒精。通过清洗所述钻孔,还能够供工程技术人员研究是否清洗钻孔对煤岩样3水力压裂后流出的气体压力P和气体浓度φ的影响。In this embodiment, before the step 502, the borehole cleaning fluid is used to clean the borehole. During specific implementation, the drilling cleaning fluid is acetone or alcohol. By cleaning the boreholes, it is also possible for engineering and technical personnel to study the influence of whether the boreholes are cleaned on the gas pressure P and gas concentration φ flowing out of the coal rock sample 3 after hydraulic fracturing.
本实施例中,所述步骤102中在将下压头11放置在所述凹槽内之前,先在凹槽内放入密封圈44;所述步骤103中在将缸筒9固定连接在底座8顶部之前,先在底座8顶部放入密封圈44;所述步骤104中在将所述巷帮模拟机构具有挡板1的一端插入所述巷帮模拟机构插入孔内之前,先在所述巷帮模拟机构插入孔内放入密封圈44;所述步骤106中在将上半凸面压头12放置在上半凹面压头39的顶部之前,先在上半凹面压头39内放入密封圈44;所述步骤107中在将活塞13穿过设置在筒盖10中间位置处的通孔中之前,先在设置在筒盖10中间位置处的通孔中放入密封圈44;所述步骤107中在将筒盖10固定连接在缸筒9顶部之前,先在缸筒9顶部放入密封圈44。所述步骤103中将缸筒9固定连接在底座8顶部是采用第二螺栓45;所述步骤107中将筒盖10固定连接在缸筒9顶部是采用第三螺栓46。In this embodiment, before placing the lower pressure head 11 in the groove in the step 102, put the sealing ring 44 in the groove; in the step 103, the cylinder 9 is fixedly connected to the base 8 top, first put the sealing ring 44 on the top of the base 8; in the step 104, before inserting the end of the gangway simulation mechanism with the baffle plate 1 into the insertion hole of the gangway simulation mechanism, first place the Put the sealing ring 44 into the hole of the lane side simulation mechanism; in the step 106, before placing the upper semi-convex indenter 12 on the top of the upper semi-concave indenter 39, put the sealing ring 44 in the upper semi-concave indenter 39. Ring 44; in the step 107, before the piston 13 is passed through the through hole arranged at the middle position of the cartridge cover 10, the sealing ring 44 is first placed in the through hole arranged at the middle position of the cartridge cover 10; In step 107 , before the cylinder cover 10 is fixedly connected to the top of the cylinder 9 , a sealing ring 44 is placed on the top of the cylinder 9 . In the step 103, the cylinder 9 is fixedly connected to the top of the base 8 by using the second bolt 45; in the step 107, the cylinder cover 10 is fixedly connected to the top of the cylinder 9 by using the third bolt 46.
本实施例中,所述步骤二中设定的电子万能试验机40的压头下压活塞13的速度参数为0.4mm/min~0.6mm/min,所述步骤二中设定的电子万能试验机40的压头下压活塞13的压力参数为3MPa~5MPa。In this embodiment, the speed parameter of the pressure head of the electronic universal testing machine 40 set in the step 2 to press down the piston 13 is 0.4mm/min~0.6mm/min, and the electronic universal testing machine set in the step 2 The pressure parameter of the pressure head of the machine 40 to press down the piston 13 is 3MPa~5MPa.
以上所述,仅是本发明的较佳实施例,并非对本发明作任何限制,凡是根据本发明技术实质对以上实施例所作的任何简单修改、变更以及等效结构变化,均仍属于本发明技术方案的保护范围内。The above are only preferred embodiments of the present invention, and do not limit the present invention in any way. All simple modifications, changes and equivalent structural changes made to the above embodiments according to the technical essence of the present invention still belong to the technical aspects of the present invention. within the scope of protection of the scheme.
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| JPH07117482B2 (en) * | 1990-07-27 | 1995-12-18 | 哲郎 江崎 | Simultaneous shearing / permeability test device for concrete or rock |
| FR2933495B1 (en) * | 2008-07-07 | 2013-01-18 | Univ Lille Sciences Tech | TRIAXIAL CELL OF GEOMATERIALS UNDER PRESSURE AND SHEAR |
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| US4539851A (en) * | 1984-05-21 | 1985-09-10 | Iowa State University Research Foundation, Inc. | Soil and rock shear tester |
| CN201724868U (en) * | 2010-08-06 | 2011-01-26 | 东北石油大学 | Indoor device for simulating process of hydraulic fracture and rupture |
| CN102031954A (en) * | 2010-12-30 | 2011-04-27 | 河南理工大学 | Coal and rock bore hydraulic fracture experimental apparatus |
| CN102735547A (en) * | 2012-07-05 | 2012-10-17 | 重庆大学 | Coal-rock hydraulic fracturing testing method under true triaxial state |
| CN103048431A (en) * | 2013-01-22 | 2013-04-17 | 河南理工大学 | Hydrofracture propping agent settlement and permeability testing device |
| CN103196762A (en) * | 2013-04-25 | 2013-07-10 | 重庆地质矿产研究院 | Experimental device and method for reforming shale gas reservoir through pulse hydraulic fracturing |
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