CN108798660A - Hydraulic fracturing stress measurement device - Google Patents
Hydraulic fracturing stress measurement device Download PDFInfo
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- CN108798660A CN108798660A CN201810587970.4A CN201810587970A CN108798660A CN 108798660 A CN108798660 A CN 108798660A CN 201810587970 A CN201810587970 A CN 201810587970A CN 108798660 A CN108798660 A CN 108798660A
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- 238000005259 measurement Methods 0.000 title claims abstract description 21
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 71
- 238000000034 method Methods 0.000 claims abstract description 27
- 239000011435 rock Substances 0.000 abstract description 12
- 238000005553 drilling Methods 0.000 description 8
- 230000008569 process Effects 0.000 description 7
- 239000000243 solution Substances 0.000 description 3
- 238000012360 testing method Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
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- 230000008859 change Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000000691 measurement method Methods 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B49/00—Testing the nature of borehole walls; Formation testing; Methods or apparatus for obtaining samples of soil or well fluids, specially adapted to earth drilling or wells
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B49/00—Testing the nature of borehole walls; Formation testing; Methods or apparatus for obtaining samples of soil or well fluids, specially adapted to earth drilling or wells
- E21B49/006—Measuring wall stresses in the borehole
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- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
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Abstract
本发明提供了一种水压致裂法应力测量装置,属于岩体应力测量设备领域,包括上封隔器、下封隔器、压裂管及水流通阀;水流通阀包括阀体及中心杆;阀体上设有阶梯型内腔及通道;内腔包括第一腔室及第二腔室;中心杆上设有盲孔及第一出水孔,中心杆上部伸出第一腔室,且顶端与钻杆连接,中心杆的下部位于第二腔室;上封隔器设有上连接管;下封隔器设有下连接管;压裂管的顶端、底端分别与上连接管、下连接管连接;压裂管上设有第二出水孔;上封隔器与下封隔器之间连接有软管。本发明提供的水压致裂法应力测量装置,利用钻杆及水流通阀分别向封隔器及压裂管加压,不需要在钻孔内设置高压胶管,减少了下井操作步骤,实现了单回路供压。
The invention provides a hydraulic fracturing stress measurement device, which belongs to the field of rock mass stress measurement equipment, and includes an upper packer, a lower packer, a fracturing pipe and a water flow valve; the water flow valve includes a valve body and a center Rod; the valve body is provided with a stepped inner cavity and passage; the inner cavity includes a first chamber and a second chamber; a blind hole and a first water outlet hole are provided on the central rod, and the upper part of the central rod protrudes from the first chamber. And the top end is connected with the drill pipe, and the lower part of the central rod is located in the second chamber; the upper packer is provided with an upper connecting pipe; the lower packer is provided with a lower connecting pipe; the top and bottom ends of the fracturing pipe are respectively connected with the upper connecting pipe , and the lower connecting pipe; the fracturing pipe is provided with a second water outlet hole; a hose is connected between the upper packer and the lower packer. The hydraulic fracturing method stress measurement device provided by the present invention uses the drill pipe and the water flow valve to respectively pressurize the packer and the fracturing pipe, and does not need to install a high-pressure rubber hose in the borehole, which reduces the operation steps of going into the well and realizes Single circuit supply pressure.
Description
技术领域technical field
本发明属于岩体应力测量设备技术领域,更具体地说,是涉及一种水压致裂法应力测量装置。The invention belongs to the technical field of rock mass stress measuring equipment, and more specifically relates to a hydraulic fracturing method stress measuring device.
背景技术Background technique
地应力是存在于地壳岩体中的初始应力,也是固体地球的重要物理属性参数之一。地应力是引起岩体变形、失稳和破坏的根源力量,也是影响石油、页岩气、干热岩等深部能源开采的重要参数。因而开展地应力的测量工作在地震机理研究、能源开采、矿山隧道设计、大型水坝坝基建设等方面具有重要的科学和实用意义。In-situ stress is the initial stress existing in the crustal rock mass, and it is also one of the important physical property parameters of the solid earth. In-situ stress is the root force that causes deformation, instability and destruction of rock mass, and is also an important parameter that affects the exploitation of deep energy such as oil, shale gas, and hot dry rock. Therefore, the measurement of ground stress has important scientific and practical significance in the study of earthquake mechanism, energy exploitation, design of mine tunnels, and construction of large dam foundations.
水压致裂法是国际岩石力学学会颁布的测定岩体应力的主要测量方法,其原理是利用一对可膨胀的橡胶封隔器,在预定的测试深度封隔一段钻孔岩体,然后泵入液体对该段钻孔施压,直至岩体产生破裂,根据压裂过程曲线的压力特征值与压裂缝方向,确定地应力量值、方向及其沿深度的变化规律。Hydraulic fracturing is the main measurement method for determining rock mass stress promulgated by the International Society of Rock Mechanics. Its principle is to use a pair of expandable rubber packers to seal a section of drilled rock mass at a predetermined test depth, and then pump The injected liquid exerts pressure on the section of the borehole until the rock mass ruptures. According to the pressure characteristic value of the fracturing process curve and the direction of the fracture, the ground stress value, direction and its variation along the depth are determined.
现有的水压致裂法应力测量装置一般采用双回路供压,一路由地面高压泵通过高压胶管对封隔器进行加压,另一路由地面高压泵由钻杆经压裂管对压裂段进行加压,从而实现水压致裂法应力测量全过程。该方法可以同时监测实验过程中封隔器和压裂段压力的变化,但在井下设备下井过程操作繁琐,对小孔径钻孔而言,由于高压胶管和钻杆的外形尺寸之和已经超过了钻孔直径,该方法并不适用。Existing hydraulic fracturing method stress measurement devices generally adopt dual-circuit pressure supply, one route pressurizes the packer through the high-pressure rubber hose through the ground high-pressure pump, and the other route the ground high-pressure pump through the fracturing pipe to fracturing the pressure. The section is pressurized, so as to realize the whole process of hydraulic fracturing stress measurement. This method can simultaneously monitor the pressure changes of the packer and the fracturing section during the experiment, but it is cumbersome to operate the downhole equipment in the downhole process. For small-diameter drilling, the sum of the dimensions of the high-pressure hose and the drill pipe has exceeded Drilling diameter, this method is not applicable.
发明内容Contents of the invention
本发明的目的在于提供一种水压致裂法应力测量装置,以解决现有技术中存在的双回路应力测量装置下井过程操作繁琐及不适用小径钻孔应力测量的技术问题。The object of the present invention is to provide a hydraulic fracturing stress measurement device to solve the technical problems of the double-circuit stress measurement device in the prior art, which are cumbersome to operate in the downhole process and unsuitable for small-diameter drilling stress measurement.
为实现上述目的,本发明采用的技术方案是:提供一种水压致裂法应力测量装置,包括间隔设置的上封隔器、下封隔器,以及连接所述上封隔器与所述下封隔器的压裂管,其特征在于:还包括连接于所述上封隔器的顶部用于向所述上封隔器或所述压裂管供水的水流通阀;In order to achieve the above object, the technical solution adopted by the present invention is to provide a hydraulic fracturing stress measuring device, comprising an upper packer and a lower packer arranged at intervals, and connecting the upper packer and the The fracturing pipe of the lower packer is characterized in that it also includes a water flow valve connected to the top of the upper packer for supplying water to the upper packer or the fracturing pipe;
所述水流通阀包括阀体及位于所述阀体内可相对于所述阀体移动的中心杆;所述阀体上沿轴向设有阶梯型内腔;所述阀体上还设有与所述上封隔器内腔连通的通道;所述阶梯型内腔包括第一腔室及位于所述第一腔室下方的第二腔室;所述第一腔室的内径小于所述第二腔室的内径;所述第一腔室与所述通道连通;The water flow valve includes a valve body and a central rod located in the valve body that can move relative to the valve body; the valve body is provided with a stepped inner cavity in the axial direction; the valve body is also provided with a The channel communicating with the inner cavity of the upper packer; the stepped inner cavity includes a first chamber and a second chamber located below the first chamber; the inner diameter of the first chamber is smaller than the first chamber the inner diameter of the second chamber; the first chamber communicates with the channel;
所述中心杆外径与所述第一腔室内径相等;所述中心杆上沿轴向设有盲孔,所述中心杆的上部伸出所述阀体,所述中心杆的顶端与钻杆连接,所述盲孔与钻杆内腔连通;所述中心杆的下部位于所述第二腔室,所述中心杆的侧壁上设有与所述通道或所述第二腔室连通的第一出水孔;The outer diameter of the central rod is equal to the inner diameter of the first chamber; the central rod is axially provided with a blind hole, the upper part of the central rod protrudes from the valve body, and the top end of the central rod is in contact with the drill Rod connection, the blind hole communicates with the inner cavity of the drill pipe; the lower part of the central rod is located in the second chamber, and the side wall of the central rod is provided with the channel or the second chamber. the first water outlet hole;
所述上封隔器设有沿轴向贯通的上连接管;所述上连接管的顶端位于所述第二腔室;所述下封隔器设有沿轴向贯通的下连接管;所述压裂管的顶端、底端分别与所述上连接管、所述下连接管连接;所述压裂管上设有第二出水孔;所述上封隔器与所述下封隔器之间连接有软管;所述软管分别与所述上封隔器的内腔、所述下封隔器的内腔连通。The upper packer is provided with an upper connecting pipe passing through in the axial direction; the top end of the upper connecting pipe is located in the second chamber; the lower packer is provided with a lower connecting pipe passing through in the axial direction; The top and bottom ends of the fracturing pipe are respectively connected to the upper connecting pipe and the lower connecting pipe; the fracturing pipe is provided with a second outlet hole; the upper packer and the lower packer A flexible pipe is connected between them; the flexible pipe communicates with the inner cavity of the upper packer and the inner cavity of the lower packer respectively.
进一步地,压裂管包括第一压裂管及套装于所述第一压裂管内的第二压裂管,所述第一压裂管与所述第二压裂管的固定位置可调。Further, the fracturing tube includes a first fracturing tube and a second fracturing tube sleeved in the first fracturing tube, and the fixed positions of the first fracturing tube and the second fracturing tube are adjustable.
进一步地,所述第一压裂管的外壁上固定有压力传感器。Further, a pressure sensor is fixed on the outer wall of the first fracturing pipe.
进一步地,所述第一压裂管上套设有出水接头;所述第二出水孔位于所述第一压裂管上;所述第二出水孔与所述出水接头连通Further, the first fracturing pipe is sleeved with a water outlet joint; the second water outlet hole is located on the first fracturing pipe; the second water outlet hole communicates with the water outlet joint
进一步地,所述压裂管的两端分别经第一连接器、第二连接器与所述上连接管、所述下连接管连接。Further, both ends of the fracturing pipe are respectively connected to the upper connecting pipe and the lower connecting pipe via a first connector and a second connector.
进一步地,所述压裂管两端分别与所述第一连接器、第二连接器螺纹连接;所述上连接管下端与所述第一连接器螺纹连接;所述下连接管上端与所述第二连接器螺纹连接。Further, both ends of the fracturing pipe are respectively threaded with the first connector and the second connector; the lower end of the upper connecting pipe is threaded with the first connector; the upper end of the lower connecting pipe is connected with the The second connector is threaded.
进一步地,所述上封隔器的两端分别设有固定套板;所述下封隔器的两端也分别设有固定套板。Further, the two ends of the upper packer are respectively provided with fixed sleeves; the two ends of the lower packer are also respectively provided with fixed sleeves.
进一步地,所述第一出水孔沿所述中心杆的径向设置;所述通道包括沿所述阀体径向设置的第一通道及沿所述阀体轴向设置的第二通道;所述第二通道与所述第二腔室间隔设置,第一通道与第一腔室连通。Further, the first water outlet hole is arranged radially along the central rod; the passage includes a first passage arranged radially along the valve body and a second passage arranged axially along the valve body; The second passage is spaced apart from the second chamber, and the first passage communicates with the first chamber.
进一步地,所述中心杆的伸出所述阀体的部位上设有沿径向向外凸出的第一凸台;所述第一凸台的外径大于所述第一腔室的内径;所述中心杆的底端设有沿径向向外凸出的第二凸台;所述第二凸台的外径大于所述第二腔室的内径。Further, the part of the central rod protruding from the valve body is provided with a first boss protruding radially outward; the outer diameter of the first boss is larger than the inner diameter of the first chamber ; The bottom end of the central rod is provided with a second boss protruding radially outward; the outer diameter of the second boss is larger than the inner diameter of the second chamber.
本发明提供的水压致裂法应力测量装置的有益效果在于:与现有技术相比,本发明水压致裂法应力测量装置,利用钻杆及水流通阀分别向封隔器及压裂管加压,不需要在钻孔内设置高压胶管,减少了下井操作步骤,实现了单回路供压。本发明提供的水压致裂法应力测量装置适用于各种孔径的钻孔。The beneficial effect of the hydraulic fracturing method stress measuring device provided by the present invention is that: compared with the prior art, the hydraulic fracturing method stress measuring device of the present invention uses the drill pipe and the water flow valve to send water to the packer and the fracturing device respectively. Tube pressurization, no need to install high-pressure hose in the borehole, reducing the steps of downhole operation, and realizing single-circuit pressure supply. The hydraulic fracturing method stress measuring device provided by the invention is suitable for drilling holes with various diameters.
附图说明Description of drawings
为了更清楚地说明本发明实施例中的技术方案,下面将对实施例或现有技术描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本发明的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动性的前提下,还可以根据这些附图获得其他的附图。In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the following will briefly introduce the accompanying drawings that need to be used in the descriptions of the embodiments or the prior art. Obviously, the accompanying drawings in the following description are only of the present invention. For some embodiments, those of ordinary skill in the art can also obtain other drawings based on these drawings without paying creative efforts.
图1为本发明实施例提供的水压致裂法应力测量装置的结构示意图一;Fig. 1 is a structural schematic diagram 1 of a hydraulic fracturing stress measuring device provided by an embodiment of the present invention;
图2为本发明实施例提供的水压致裂法应力测量装置的结构示意图二;Fig. 2 is a structural schematic diagram II of a hydraulic fracturing stress measurement device provided by an embodiment of the present invention;
图3为图1的局部放大图;Figure 3 is a partially enlarged view of Figure 1;
图4为图2的局部放大图。FIG. 4 is a partially enlarged view of FIG. 2 .
图中:10、上封隔器;11、上连接管;12、第一连接器;20、下封隔器;21、下连接管;22、第二连接器;30、压裂管;31、第一压裂管;32、第二压裂管;33、第二出水孔;34、压力传感器;35、外壳;36、出水接头;40、水流通阀;41、阀体;411、第二腔室;412、通道;42、中心杆;421、第一出水孔;422、盲孔;423、第一凸台;424、第二凸台;50、软管;60、固定套板;70、钻杆;80、钻孔。In the figure: 10, upper packer; 11, upper connecting pipe; 12, first connector; 20, lower packer; 21, lower connecting pipe; 22, second connector; 30, fracturing pipe; 31 , the first fracturing pipe; 32, the second fracturing pipe; 33, the second water outlet hole; 34, the pressure sensor; 35, the shell; 36, the water outlet joint; 40, the water circulation valve; 41, the valve body; Two chambers; 412, channel; 42, center rod; 421, first water outlet hole; 422, blind hole; 423, first boss; 424, second boss; 50, hose; 60, fixed sleeve plate; 70, drill pipe; 80, drilling.
具体实施方式Detailed ways
为了使本发明所要解决的技术问题、技术方案及有益效果更加清楚明白,以下结合附图及实施例,对本发明进行进一步详细说明。应当理解,此处所描述的具体实施例仅仅用以解释本发明,并不用于限定本发明。In order to make the technical problems, technical solutions and beneficial effects to be solved by the present invention clearer, the present invention will be further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described here are only used to explain the present invention, not to limit the present invention.
需要说明的是,当元件被称为“固定于”或“设置于”另一个元件,它可以直接在另一个元件上或者间接在该另一个元件上。当一个元件被称为是“连接于”另一个元件,它可以是直接连接到另一个元件或间接连接至该另一个元件上。It should be noted that when an element is referred to as being “fixed” or “disposed on” another element, it may be directly on the other element or be indirectly on the other element. When an element is referred to as being "connected to" another element, it can be directly connected to the other element or indirectly connected to the other element.
需要理解的是,术语“长度”、“宽度”、“上”、“下”、“前”、“后”、“左”、“右”、“竖直”、“水平”、“顶”、“底”“内”、“外”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本发明和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本发明的限制。It is to be understood that the terms "length", "width", "top", "bottom", "front", "rear", "left", "right", "vertical", "horizontal", "top" , "bottom", "inner", "outer" and other indicated orientations or positional relationships are based on the orientations or positional relationships shown in the drawings, and are only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying the referred device Or elements must have a certain orientation, be constructed and operate in a certain orientation, and thus should not be construed as limiting the invention.
此外,术语“第一”、“第二”仅用于描述目的,而不能理解为指示或暗示相对重要性或者隐含指明所指示的技术特征的数量。由此,限定有“第一”、“第二”的特征可以明示或者隐含地包括一个或者更多个该特征。在本发明的描述中,“多个”、“若干个”的含义是两个或两个以上,除非另有明确具体的限定。In addition, the terms "first" and "second" are used for descriptive purposes only, and cannot be interpreted as indicating or implying relative importance or implicitly specifying the quantity of indicated technical features. Thus, a feature defined as "first" and "second" may explicitly or implicitly include one or more of these features. In the description of the present invention, "plurality" and "several" mean two or more, unless otherwise specifically defined.
请一并参阅图1及图2,现对本发明提供的水压致裂法应力测量装置进行说明。所述水压致裂法应力测量装置,包括间隔设置的上封隔器10、下封隔器20、连接上封隔器10与下封隔器20的压裂管30,以及连接于上封隔器10的顶部用于向上封隔器10或压裂管30供水的水流通阀40。Please refer to FIG. 1 and FIG. 2 together, and now the hydraulic fracturing method stress measuring device provided by the present invention will be described. The hydraulic fracturing stress measurement device includes an upper packer 10 arranged at intervals, a lower packer 20, a fracturing tube 30 connecting the upper packer 10 and the lower packer 20, and a The top of the packer 10 is used for a water flow valve 40 that supplies water to the upper packer 10 or the frac tubing 30 .
水流通阀40包括阀体41及位于阀体41内可相对于阀体41移动的中心杆42。The water circulation valve 40 includes a valve body 41 and a central rod 42 located in the valve body 41 and movable relative to the valve body 41 .
阀体41上沿轴向设有阶梯型内腔,阶梯型内腔包括第一腔室及位于第一腔室下方的第二腔室411,第一腔室的内径小于第二腔室411的内径,第一腔室中心线及第二腔室411中心线分别与阀体41的中心线重合。阀体41上还设有与上封隔器10内腔连通的通道412。第一腔室与通道412连通。The valve body 41 is axially provided with a stepped inner chamber, the stepped inner chamber includes a first chamber and a second chamber 411 located below the first chamber, the inner diameter of the first chamber is smaller than that of the second chamber 411 The inner diameter, the centerline of the first chamber and the centerline of the second chamber 411 coincide with the centerline of the valve body 41 respectively. The valve body 41 is also provided with a channel 412 communicating with the inner cavity of the upper packer 10 . The first chamber communicates with channel 412 .
中心杆42外径与第一腔室内径相等;中心杆42上沿轴向设有盲孔422,中心杆42的上部伸出阀体41,中心杆42的顶端与钻杆70连接,盲孔422与钻杆70内腔连通;中心杆42的下部穿过第一腔室且位于第二腔室411,中心杆42的侧壁上设有与通道412或第二腔室411连通的第一出水孔421。The outer diameter of the central rod 42 is equal to the inner diameter of the first chamber; the central rod 42 is axially provided with a blind hole 422, the top of the central rod 42 protrudes from the valve body 41, and the top of the central rod 42 is connected with the drill rod 70, and the blind hole 422 communicates with the inner cavity of the drill rod 70; the lower part of the central rod 42 passes through the first chamber and is located in the second chamber 411, and the side wall of the central rod 42 is provided with a first chamber communicating with the passage 412 or the second chamber 411. Water outlet hole 421.
上封隔器10设有沿轴向贯通的上连接管11,上连接管11的顶端位于第二腔室411;下封隔器20设有沿轴向贯通的下连接管21。上封隔器10与下封隔器20之间连接有软管50,软管50分别与上封隔器10的内腔、下封隔器20的内腔连通。The upper packer 10 is provided with an upper connecting pipe 11 passing through in the axial direction, and the top end of the upper connecting pipe 11 is located in the second chamber 411 ; the lower packer 20 is provided with a lower connecting pipe 21 passing through in the axial direction. A hose 50 is connected between the upper packer 10 and the lower packer 20 , and the hose 50 communicates with the inner chamber of the upper packer 10 and the inner chamber of the lower packer 20 respectively.
压裂管30的顶端、底端分别与上连接管11、下连接管21连接。压裂管30上设有第二出水孔33。The top end and the bottom end of the fracturing pipe 30 are respectively connected with the upper connecting pipe 11 and the lower connecting pipe 21 . The fracturing tube 30 is provided with a second water outlet hole 33 .
本发明提供的水压致裂法应力测量装置的测量应力的过程如下:The process of measuring the stress of the hydraulic fracturing method stress measuring device provided by the present invention is as follows:
将中心杆42与钻杆70连接,使用钻杆70将该应力测量装置放置到钻孔80的目标测试深度。向上提拉钻杆70,使第一出水孔421位于第一腔室且与通道412连通。地面高压水泵向钻杆70内腔通入水,水依次流过盲孔422、第一出水孔421、通道412进入上封隔器10的内腔,并经过软管50进入下封隔器20的内腔。随着水不断注入上封隔器10内腔及下封隔器20内腔,上封隔器10及下封隔器20在水压作用下膨胀,直至贴紧钻孔80的孔壁,上封隔器10和下封隔器20之间的钻孔段被封隔。The center rod 42 is connected to the drill pipe 70 which is used to place the stress measurement device to the target test depth of the borehole 80 . The drill rod 70 is pulled upwards so that the first water outlet hole 421 is located in the first chamber and communicates with the channel 412 . The surface high-pressure water pump feeds water into the inner cavity of the drill pipe 70, and the water flows through the blind hole 422, the first water outlet hole 421, and the channel 412 into the inner cavity of the upper packer 10, and then enters the inner cavity of the lower packer 20 through the hose 50. lumen. As water is continuously injected into the inner cavity of the upper packer 10 and the inner cavity of the lower packer 20, the upper packer 10 and the lower packer 20 expand under the action of water pressure until they are close to the hole wall of the borehole 80, and the upper packer 10 and the lower packer 20 expand The borehole section between the packer 10 and the lower packer 20 is isolated.
然后,下压钻杆70以使第一出水孔421位于第二腔室411,地面高压水泵向钻杆70内腔通入水,水依次流过盲孔422、第一出水孔421、第二腔室411、第一连接管11及压裂管30,最终从第二出水孔33导出进入被封隔的钻孔段,实现对封隔钻孔段的岩体的加压压裂。在此过程中,通过地表的压力传感器测量注水压力的变化过程得到压裂裂缝的破裂压力、重张压力和关闭压力,进而得到测量深度段水平最大和最小的主应力量值。Then, the drill pipe 70 is pressed down so that the first water outlet hole 421 is located in the second chamber 411, and the ground high-pressure water pump feeds water into the inner chamber of the drill pipe 70, and the water flows through the blind hole 422, the first water outlet hole 421, and the second chamber in sequence. The chamber 411 , the first connecting pipe 11 and the fracturing pipe 30 are finally led out from the second water outlet hole 33 into the isolated drilling section to realize pressurized fracturing of the rock mass in the isolated drilling section. In this process, the change process of water injection pressure is measured by the pressure sensor on the surface to obtain the fracture pressure, retension pressure and closing pressure of the fracturing fracture, and then obtain the maximum and minimum principal stress values in the measured depth section.
完成测量后,上提钻杆70,使第一出水孔421与通道412连桶,打开地面管汇,连通大气,上封隔器10及下封隔器20内的压力随着高压水的流出而卸掉,封隔器收缩为原始状态。至此,一个测点的应力测量结束。该应力测量装置可以移动到下一目标位置继续测量。After the measurement is completed, the drill pipe 70 is lifted up, the first water outlet hole 421 is connected to the channel 412, the surface manifold is opened, and the atmosphere is connected. When removed, the packer shrinks to its original state. So far, the stress measurement of a measuring point is over. The stress measuring device can move to the next target position to continue the measurement.
本发明提供的水压致裂法应力测量装置,与现有技术相比,利用钻杆70及水流通阀40分别向封隔器及压裂管30加压,不需要在钻孔80内设置高压胶管,减少了下井操作步骤,实现了单回路供压。Compared with the prior art, the hydraulic fracturing stress measuring device provided by the present invention uses the drill pipe 70 and the water flow valve 40 to pressurize the packer and the fracturing pipe 30 respectively, and does not need to be installed in the borehole 80. High-pressure rubber hose reduces downhole operation steps and realizes single-circuit pressure supply.
进一步地,请参阅图3与图4,作为本发明提供的水压致裂法应力测量装置的一种具体实施方式,第一出水孔421沿中心杆42的径向设置;通道412包括沿阀体41径向设置的第一通道及沿阀体41轴向设置的第二通道;第二通道与第二腔室411间隔设置,第一通道与第一腔室连通。Further, please refer to Fig. 3 and Fig. 4, as a specific embodiment of the hydraulic fracturing method stress measuring device provided by the present invention, the first water outlet hole 421 is arranged along the radial direction of the central rod 42; The first passage radially arranged on the body 41 and the second passage axially arranged along the valve body 41; the second passage is spaced apart from the second chamber 411, and the first passage communicates with the first chamber.
进一步地,请参阅图2与图4,作为本发明提供的水压致裂法应力测量装置的一种具体实施方式,中心杆42的底端设有沿径向向外凸出的第二凸台424,第二凸台424的外径大于第二腔室411的内径。第一出水孔421的内径与第一通道的内径相等。第一出水孔421的底端至第二凸台424顶面的轴向距离与第一通道的底端至第二腔室411顶面的轴向距离相等。中心杆42可被钻杆70带动向上移动,当第二凸台424与第二腔室411的顶面接触时,中心杆42不在向上移动,且第一出水孔421此时位于第一腔室,且与通道412连通,由于第二凸台424与第二腔室411顶面接触,第二腔室411被封堵,水只能从第一出水孔421流入通道412,最终流入上封隔器10中。第二凸台424用于避免中心杆42被拉出第二腔室411,且在第二凸台424与第二腔室411的顶面接触时,用于使第一出水孔421与通道412连通。Further, please refer to Fig. 2 and Fig. 4, as a specific embodiment of the hydraulic fracturing method stress measuring device provided by the present invention, the bottom end of the central rod 42 is provided with a second protrusion protruding radially outward. platform 424 , the outer diameter of the second boss 424 is larger than the inner diameter of the second chamber 411 . The inner diameter of the first water outlet hole 421 is equal to the inner diameter of the first channel. The axial distance from the bottom end of the first water outlet hole 421 to the top surface of the second boss 424 is equal to the axial distance from the bottom end of the first channel to the top surface of the second chamber 411 . The central rod 42 can be driven upward by the drill rod 70. When the second boss 424 is in contact with the top surface of the second chamber 411, the central rod 42 does not move upward, and the first water outlet hole 421 is located in the first chamber at this time. , and communicate with the channel 412, because the second boss 424 is in contact with the top surface of the second chamber 411, the second chamber 411 is blocked, water can only flow into the channel 412 from the first water outlet hole 421, and finally flow into the upper compartment device 10. The second boss 424 is used to prevent the central rod 42 from being pulled out of the second chamber 411, and when the second boss 424 is in contact with the top surface of the second chamber 411, it is used to make the first water outlet hole 421 and the channel 412 connected.
进一步地,请参阅图1与图3,作为本发明提供的水压致裂法应力测量装置的一种具体实施方式,中心杆42的伸出阀体41的部位上设有沿径向向外凸出的第一凸台423。第一凸台423的外径大于第一腔室的内径。第一凸台423底面至盲孔422顶面的轴向距离大于第一腔室的轴向高度。中心杆42可被钻杆70带动向下移动,当第一凸台423与阀体41的顶面接触时,中心杆42不在向下移动,且第一出水孔421此时位于第二腔室411,由于第一腔室内径与中心杆42的外径相等,中心杆42外壁将通道412封堵,水只能从第一出水孔421流入第二腔室411,最终流入压裂管30中。第一凸台423用于避免中心杆42被压入第一腔室,且在第一凸台423与阀体41的顶面接触时,用于保证第一出水孔421位于第二腔室411。Further, please refer to Fig. 1 and Fig. 3, as a specific embodiment of the hydraulic fracturing method stress measuring device provided by the present invention, the part of the central rod 42 protruding from the valve body 41 is provided with radially outward Protruding first boss 423 . The outer diameter of the first boss 423 is larger than the inner diameter of the first chamber. The axial distance from the bottom surface of the first boss 423 to the top surface of the blind hole 422 is greater than the axial height of the first cavity. The central rod 42 can be driven downward by the drill rod 70. When the first boss 423 is in contact with the top surface of the valve body 41, the central rod 42 does not move downward, and the first water outlet hole 421 is located in the second chamber at this time. 411. Since the inner diameter of the first chamber is equal to the outer diameter of the central rod 42, the outer wall of the central rod 42 blocks the channel 412, and water can only flow into the second chamber 411 from the first outlet hole 421, and finally flow into the fracturing tube 30 . The first boss 423 is used to prevent the central rod 42 from being pressed into the first chamber, and when the first boss 423 is in contact with the top surface of the valve body 41, it is used to ensure that the first water outlet hole 421 is located in the second chamber 411 .
进一步地,请参阅图1或图2,作为本发明提供的水压致裂法应力测量装置的一种具体实施方式,压裂管30包括第一压裂管31及套装于第一压裂管31内的第二压裂管32,第一压裂管31与第二压裂管32的固定位置可调。第一压裂管31与第二压裂管32为活动连接,可采用螺纹连接或是卡接。压裂管30的整体长度为第一压裂管31顶端至第二压裂管32底端之间的长度,该长度可根据第一压裂管31与第二压裂管32的固定位置而调整。不同的岩体测量应力时要求测量的封隔钻孔段的长度不同,该压裂管30的长度可调,使得该应力测量装置可满足不同岩体的应力测量需求。Further, please refer to Fig. 1 or Fig. 2, as a specific embodiment of the hydraulic fracturing method stress measuring device provided by the present invention, the fracturing tube 30 includes a first fracturing tube 31 and a The second fracturing tube 32 inside 31, the fixed positions of the first fracturing tube 31 and the second fracturing tube 32 are adjustable. The first fracturing pipe 31 and the second fracturing pipe 32 are flexibly connected, and can be threaded or clamped. The overall length of the fracturing tube 30 is the length between the top end of the first fracturing tube 31 and the bottom end of the second fracturing tube 32, and this length can be adjusted according to the fixed positions of the first fracturing tube 31 and the second fracturing tube 32. Adjustment. Different rock masses require different lengths of isolated drilling sections to measure stress. The length of the fracturing tube 30 is adjustable, so that the stress measurement device can meet the stress measurement requirements of different rock masses.
进一步地,请参阅图1或图2,作为本发明提供的水压致裂法应力测量装置的一种具体实施方式,第一压裂管31的外壁上套装有外壳35,外壳35内部固定有压力传感器34。压力传感器34可直接采集封隔钻孔段的水压,提高了测量精度,压力传感器34采集的水压值储存到数据处理器,在压裂测试结束后,将数据处理器提至地面,通过读取数据处理器,即可得压力记录曲线。Further, please refer to Fig. 1 or Fig. 2, as a specific embodiment of the hydraulic fracturing method stress measuring device provided by the present invention, the outer wall of the first fracturing tube 31 is covered with a casing 35, and inside the casing 35 is fixed a Pressure sensor 34. The pressure sensor 34 can directly collect the water pressure of the isolated borehole section, which improves the measurement accuracy. The water pressure value collected by the pressure sensor 34 is stored in the data processor. After the fracturing test is completed, the data processor is lifted to the ground and passed Read the data processor to get the pressure record curve.
进一步地,请参阅图1或图2,作为本发明提供的水压致裂法应力测量装置的一种具体实施方式,第一压裂管31上套设有出水接头36,第二出水孔33位于第一压裂管31上,第二出水孔33与出水接头36连通。出水接头36的出水孔沿第一压裂管31的径向设置。第二压裂管32完全套进第一压裂管31后,第二压裂管32的顶面位于第二出水孔33及出水接头36的下方,以保证压裂管30能够向封隔钻孔段正常注水。Further, please refer to Fig. 1 or Fig. 2, as a specific embodiment of the hydraulic fracturing method stress measuring device provided by the present invention, the first fracturing pipe 31 is provided with a water outlet joint 36, and the second water outlet hole 33 Located on the first fracturing pipe 31 , the second water outlet hole 33 communicates with the water outlet joint 36 . The water outlet hole of the water outlet joint 36 is arranged along the radial direction of the first fracturing tube 31 . After the second fracturing tube 32 is completely inserted into the first fracturing tube 31, the top surface of the second fracturing tube 32 is located below the second water outlet hole 33 and the water outlet joint 36, so as to ensure that the fracturing tube 30 can move toward the isolation drill. The hole section is normally filled with water.
进一步地,请参阅图1或图2,作为本发明提供的水压致裂法应力测量装置的一种具体实施方式,压裂管30的两端分别经第一连接器12、第二连接器22与上连接管11、下连接管21连接。具体地,第一压裂管31的上端及上连接管11的下端分别与第一连接器12螺纹连接,第二压裂管32的下端及下连接管21的上端分别与第二连接器22螺纹连接。使用连接器及螺纹连接方式将上连接管11、压裂管30及下连接管21连接,便于三者装配。Further, please refer to Fig. 1 or Fig. 2, as a specific embodiment of the hydraulic fracturing method stress measuring device provided by the present invention, the two ends of the fracturing tube 30 are connected through the first connector 12 and the second connector respectively. 22 is connected with upper connecting pipe 11, lower connecting pipe 21. Specifically, the upper end of the first fracturing tube 31 and the lower end of the upper connecting tube 11 are respectively screwed to the first connector 12, and the lower end of the second fracturing tube 32 and the upper end of the lower connecting tube 21 are respectively connected to the second connector 22. threaded connection. The upper connecting pipe 11, the fracturing pipe 30 and the lower connecting pipe 21 are connected by means of a connector and threaded connection, which facilitates the assembly of the three.
进一步地,请参阅图1或图2,作为本发明提供的水压致裂法应力测量装置的一种具体实施方式,上封隔器10的两端分别设有固定套板60,下封隔器20的两端也分别设有固定套板60。固定套板60用于将上连接管11固定在上封隔器10上,及将下连接管21固定在下封隔器20上。Further, please refer to Fig. 1 or Fig. 2, as a specific embodiment of the hydraulic fracturing stress measurement device provided by the present invention, the two ends of the upper packer 10 are respectively provided with fixed sleeve plates 60, and the lower packer 10 is The two ends of the device 20 are also respectively provided with fixed sleeves 60 . The fixing sleeve plate 60 is used for fixing the upper connecting pipe 11 on the upper packer 10 and fixing the lower connecting pipe 21 on the lower packer 20 .
以上所述仅为本发明的较佳实施例而已,并不用以限制本发明,凡在本发明的精神和原则之内所作的任何修改、等同替换和改进等,均应包含在本发明的保护范围之内。The above descriptions are only preferred embodiments of the present invention, and are not intended to limit the present invention. Any modifications, equivalent replacements and improvements made within the spirit and principles of the present invention should be included in the protection of the present invention. within range.
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Cited By (10)
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Citations (17)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6250591A (en) * | 1985-08-29 | 1987-03-05 | 東北大学長 | Crust stress measuring method by water pressure crushing method based on evaluation of crack behavior in rock |
EP0522628A2 (en) * | 1991-07-11 | 1993-01-13 | Services Petroliers Schlumberger | Fracturing method and apparatus |
WO2010093533A2 (en) * | 2009-02-13 | 2010-08-19 | Schlumberger Canada Limited | Methods and apparatus to perform stress testing of geological formations |
WO2010123588A2 (en) * | 2009-04-24 | 2010-10-28 | Completion Technology Ltd. | New and improved fracture valve and related methods |
CN104453865A (en) * | 2013-09-17 | 2015-03-25 | 李忠久 | Single-loop hydrofracturing in-situ stress measuring system |
CN204228981U (en) * | 2014-12-08 | 2015-03-25 | 中国地震局地壳应力研究所 | Hydraulic fracturing measures downhole data collecting device and the acquisition system of terrestrial stress |
US20150107825A1 (en) * | 2011-07-29 | 2015-04-23 | Omega Well Monitoring Limited | Downhole device for data acquisition during hydraulic fracturing operation and method thereof |
CN105804735A (en) * | 2016-05-13 | 2016-07-27 | 浙江华东工程安全技术有限公司 | Three-plunger type hydraulic fracturing ground stress measurement system |
CN105806712A (en) * | 2016-05-13 | 2016-07-27 | 浙江华东工程安全技术有限公司 | Test device and test system for water pressure in hole |
CN205714149U (en) * | 2016-06-12 | 2016-11-23 | 中国地震局地壳应力研究所 | Hydraulic fracturing stress measurement device |
CN106680890A (en) * | 2017-01-11 | 2017-05-17 | 重庆大学 | Mining primary rock stress testing device and method through hydraulic fracturing method |
CN107238458A (en) * | 2017-07-27 | 2017-10-10 | 中国科学院武汉岩土力学研究所 | Dry hole relief valve and hydrofracturing detecting earth stress device |
CN107448169A (en) * | 2017-08-28 | 2017-12-08 | 中国地质科学院地质力学研究所 | A kind of three-body type Hydraulic Fracturing Stress Measurements Push-and-pull valve |
CN206905955U (en) * | 2017-07-27 | 2018-01-19 | 中国科学院武汉岩土力学研究所 | Dry hole relief valve and hydrofracturing detecting earth stress device |
CN107829725A (en) * | 2017-12-06 | 2018-03-23 | 中国地质科学院地质力学研究所 | A kind of water causes pressure break stress measurement with inducing crack dynamic imaging integrating device |
CN107830960A (en) * | 2017-12-06 | 2018-03-23 | 中国地质科学院地质力学研究所 | A kind of hydrofracturing packer device |
CN207177823U (en) * | 2017-08-28 | 2018-04-03 | 中国地质科学院地质力学研究所 | A kind of three-body type Hydraulic Fracturing Stress Measurements Push-and-pull valve |
-
2018
- 2018-06-08 CN CN201810587970.4A patent/CN108798660B/en active Active
Patent Citations (18)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6250591A (en) * | 1985-08-29 | 1987-03-05 | 東北大学長 | Crust stress measuring method by water pressure crushing method based on evaluation of crack behavior in rock |
US4665984A (en) * | 1985-08-29 | 1987-05-19 | Tohoku University | Method of measuring crustal stress by hydraulic fracture based on analysis of crack growth in rock |
EP0522628A2 (en) * | 1991-07-11 | 1993-01-13 | Services Petroliers Schlumberger | Fracturing method and apparatus |
WO2010093533A2 (en) * | 2009-02-13 | 2010-08-19 | Schlumberger Canada Limited | Methods and apparatus to perform stress testing of geological formations |
WO2010123588A2 (en) * | 2009-04-24 | 2010-10-28 | Completion Technology Ltd. | New and improved fracture valve and related methods |
US20150107825A1 (en) * | 2011-07-29 | 2015-04-23 | Omega Well Monitoring Limited | Downhole device for data acquisition during hydraulic fracturing operation and method thereof |
CN104453865A (en) * | 2013-09-17 | 2015-03-25 | 李忠久 | Single-loop hydrofracturing in-situ stress measuring system |
CN204228981U (en) * | 2014-12-08 | 2015-03-25 | 中国地震局地壳应力研究所 | Hydraulic fracturing measures downhole data collecting device and the acquisition system of terrestrial stress |
CN105804735A (en) * | 2016-05-13 | 2016-07-27 | 浙江华东工程安全技术有限公司 | Three-plunger type hydraulic fracturing ground stress measurement system |
CN105806712A (en) * | 2016-05-13 | 2016-07-27 | 浙江华东工程安全技术有限公司 | Test device and test system for water pressure in hole |
CN205714149U (en) * | 2016-06-12 | 2016-11-23 | 中国地震局地壳应力研究所 | Hydraulic fracturing stress measurement device |
CN106680890A (en) * | 2017-01-11 | 2017-05-17 | 重庆大学 | Mining primary rock stress testing device and method through hydraulic fracturing method |
CN107238458A (en) * | 2017-07-27 | 2017-10-10 | 中国科学院武汉岩土力学研究所 | Dry hole relief valve and hydrofracturing detecting earth stress device |
CN206905955U (en) * | 2017-07-27 | 2018-01-19 | 中国科学院武汉岩土力学研究所 | Dry hole relief valve and hydrofracturing detecting earth stress device |
CN107448169A (en) * | 2017-08-28 | 2017-12-08 | 中国地质科学院地质力学研究所 | A kind of three-body type Hydraulic Fracturing Stress Measurements Push-and-pull valve |
CN207177823U (en) * | 2017-08-28 | 2018-04-03 | 中国地质科学院地质力学研究所 | A kind of three-body type Hydraulic Fracturing Stress Measurements Push-and-pull valve |
CN107829725A (en) * | 2017-12-06 | 2018-03-23 | 中国地质科学院地质力学研究所 | A kind of water causes pressure break stress measurement with inducing crack dynamic imaging integrating device |
CN107830960A (en) * | 2017-12-06 | 2018-03-23 | 中国地质科学院地质力学研究所 | A kind of hydrofracturing packer device |
Non-Patent Citations (4)
Title |
---|
万仁溥等: "《采油工程手册》", 31 August 2000, 石油工业出版社 * |
万仁溥等: "《采油技术手册》", 30 September 1992, 石油工业出版社 * |
吴柏仁等: "水压致裂地应力测量技术在何家塔煤矿应用", 《陕西煤炭》 * |
王海忠等: "单回路水压致裂原地应力测量系统的研制与应用", 《地球构造与地壳应力论文集》 * |
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