CN206130193U - Large -traffic changeable pressurized -water valve gear of two embolism formula high pressure of gun drilling - Google Patents
Large -traffic changeable pressurized -water valve gear of two embolism formula high pressure of gun drilling Download PDFInfo
- Publication number
- CN206130193U CN206130193U CN201621168508.3U CN201621168508U CN206130193U CN 206130193 U CN206130193 U CN 206130193U CN 201621168508 U CN201621168508 U CN 201621168508U CN 206130193 U CN206130193 U CN 206130193U
- Authority
- CN
- China
- Prior art keywords
- spring
- valve body
- pressure
- water
- double
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn - After Issue
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 82
- 238000005553 drilling Methods 0.000 title claims description 15
- 208000005189 Embolism Diseases 0.000 title claims 5
- 238000012360 testing method Methods 0.000 claims abstract description 46
- 230000035699 permeability Effects 0.000 claims abstract description 8
- 238000007789 sealing Methods 0.000 claims description 20
- 208000001435 Thromboembolism Diseases 0.000 claims 6
- 239000011435 rock Substances 0.000 abstract description 8
- 238000000034 method Methods 0.000 description 4
- 230000000903 blocking effect Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000002955 isolation Methods 0.000 description 3
- 238000010998 test method Methods 0.000 description 3
- 241000237858 Gastropoda Species 0.000 description 2
- 238000004891 communication Methods 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 238000012625 in-situ measurement Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
Landscapes
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
本实用新型提供一种深钻孔双栓塞式高压大流量可切换压水阀装置,包括阀体外筒及装入阀体外筒内部的阀体,阀体外筒下部与压水试验系统中双栓塞中的上栓塞相连接,阀体上设有可切换轴、弹簧阀芯筒体、弹簧阀芯、阀芯限位板、弹簧挡板,弹簧阀芯筒体内设有弹簧阀芯,弹簧挡板位于弹簧阀芯筒体上端,可切换轴下端与弹簧挡板连接,弹簧阀芯从上至下依次穿过弹簧挡板和阀体下部通孔,弹簧阀芯上套设有被弹簧挡板限位的弹簧,阀芯限位板位于弹簧阀芯下方,阀体、可切换轴、阀芯限位板与弹簧挡板均设有过水通孔。该装置既能提供压水试验系统中双栓塞中的压力,又能保证压水试验时适应大流量的要求,能够真实高效地测定深部岩体的渗透性。
The utility model provides a deep-drilled double-plug type high-pressure and large-flow switchable pressurized water valve device, which includes a valve body outside the cylinder and a valve body installed inside the valve body outside the cylinder. The valve body is equipped with a switchable shaft, a spring spool cylinder, a spring spool, a spool limit plate, and a spring baffle. The spring spool cylinder is provided with a spring spool, and the spring baffle is located The upper end of the spring spool barrel and the lower end of the switchable shaft are connected with the spring baffle. The spring spool passes through the spring baffle and the through hole at the lower part of the valve body in sequence from top to bottom. The spring, the spool limiting plate is located below the spring spool, and the valve body, the switchable shaft, the spool limiting plate and the spring baffle are all provided with water through holes. The device can not only provide the pressure in the double plugs in the water pressure test system, but also ensure that the water pressure test can meet the requirements of large flow, and can truly and efficiently measure the permeability of deep rock mass.
Description
技术领域technical field
本实用新型涉及岩石力学试验技术领域,具体是一种深钻孔双栓塞式高压大流量可切换压水阀装置。The utility model relates to the technical field of rock mechanics tests, in particular to a deep-drilling double-plug type high-pressure and large-flow switchable water pressure valve device.
背景技术Background technique
钻孔常规压水或高压压水试验的主要目的是通过钻孔原位测量,确定不同深度岩体的渗透率,为工程设计提供可靠数据。常规的压水试验一般采用压差式橡胶球(筒)作为封隔体,通过设备底部连接钻杆到孔底,上部连接钻杆到孔口,随后对钻杆加压使橡胶球(筒)纵缩横胀来封隔测段。该种压水试验方法每钻进5.0m进行一次压水测试,需要频繁地改变封隔体位置并重新下放封隔体和钻杆,试验效率很低,并导致造孔、试验周期延长,同时该种测试方法无法沿孔深进行连续测量。对于千米级的深钻孔而言,这一问题就更加突出。此外,在进行高压压水试验的情况下,压差式橡胶球(筒)封隔系统难以将试验段进行高压封隔,使得试验成果不可靠。所以,实用新型了双栓塞压水试验系统开展高压压水试验,包括单回路方式和双回路方式等两种试验系统。其中,单回路方式的双栓塞压水试验系统无法满足大流量的要求(其流量一般少于50L/min,压水规程规范要求大于100L/min);双回路方式的双栓塞压水试验系统可以满足高压大流量的试验要求,但需要额外增加高压软管,随钻杆下至孔底,这对深钻孔来说试验操作难度加大,高压软管环绕于钻杆外易造成钻孔事故,同时试验周期较长。The main purpose of drilling conventional or high-pressure water pressure test is to determine the permeability of rock mass at different depths through in-situ measurement of boreholes, and provide reliable data for engineering design. Conventional pressure water tests generally use differential pressure rubber balls (tubes) as packers, connect the drill pipe to the bottom of the hole through the bottom of the equipment, and connect the drill pipe to the hole at the top, and then pressurize the drill pipe to make the rubber ball (tube) Vertical shrinkage and horizontal expansion are used to seal off the measuring section. This pressurized water test method is carried out once every 5.0m of drilling, and the position of the packer needs to be frequently changed and the packer and drill pipe re-lowered. This test method cannot carry out continuous measurement along the hole depth. For kilometer-level deep drilling, this problem is even more prominent. In addition, in the case of high-pressure water test, it is difficult for the differential pressure rubber ball (tube) isolation system to isolate the test section under high pressure, which makes the test results unreliable. Therefore, the utility model has developed a double plug pressurized water test system to carry out high pressure water test, including two test systems such as single loop mode and double loop mode. Among them, the single-circuit double-plug pressurized water test system cannot meet the requirements of large flow (the flow rate is generally less than 50L/min, and the pressure water regulation specification requires more than 100L/min); the double-circuit double-plug pressurized water test system can It meets the test requirements of high pressure and large flow rate, but it needs to add an additional high-pressure hose, which goes down to the bottom of the hole with the drill pipe, which makes the test operation more difficult for deep drilling, and the high-pressure hose wrapping around the drill pipe may easily cause drilling accidents , and the test period is longer.
实用新型内容Utility model content
本实用新型的目的在于提供一种深钻孔双栓塞式高压大流量可切换压水阀装置,该装置能提供压水试验系统中双栓塞中的压力,该压力能充分使双栓塞与钻孔孔壁接触达到压水段的密封隔离之目的,又能保证压水试验时适应大流量的要求,能够真实高效地测定深部岩体的渗透性。The purpose of this utility model is to provide a deep drilling double plug type high pressure and large flow switchable pressurized water valve device, which can provide the pressure in the double plugs in the pressurized water test system, and the pressure can fully make the double plugs and the drill hole The hole wall contact achieves the purpose of sealing and isolating the pressurized water section, and can also ensure that the pressurized water test can meet the requirements of large flow, and can truly and efficiently measure the permeability of deep rock mass.
为解决上述技术问题,本实用新型采用如下技术方案:In order to solve the above technical problems, the utility model adopts the following technical solutions:
一种深钻孔双栓塞式高压大流量可切换压水阀装置,包括阀体外筒及装入所述阀体外筒内部的阀体,所述阀体外筒下部与压水试验系统中双栓塞中的上栓塞相连接,所述阀体上设有可切换轴、弹簧阀芯筒体、弹簧阀芯、阀芯限位板、弹簧挡板,所述弹簧阀芯筒体内设有弹簧阀芯,所述弹簧挡板位于所述弹簧阀芯筒体上端,所述可切换轴下端与所述弹簧挡板连接,所述弹簧阀芯从上至下依次穿过所述弹簧挡板和所述阀体下部通孔,所述弹簧阀芯上套设有弹簧,所述弹簧的上端被所述弹簧挡板限位,所述阀芯限位板位于所述弹簧阀芯下方,且间隔一定距离,所述阀体、可切换轴、阀芯限位板与弹簧挡板均设有过水通孔,初始状态时,所述阀体与可切换轴上的过水通孔对位且与双栓塞连通。A deep-drilled double-plug type high-pressure and large-flow switchable pressurized water valve device, including a valve outer cylinder and a valve body installed inside the valve outer cylinder. The upper plug is connected to each other, the valve body is provided with a switchable shaft, a spring spool body, a spring spool, a spool limit plate, and a spring baffle, and the spring spool body is provided with a spring spool, The spring baffle is located at the upper end of the spring spool barrel, the lower end of the switchable shaft is connected to the spring baffle, and the spring spool passes through the spring baffle and the valve in sequence from top to bottom. The through hole at the lower part of the body, the spring spool is covered with a spring, the upper end of the spring is limited by the spring baffle, the spool limit plate is located below the spring spool, and is separated by a certain distance, The valve body, the switchable shaft, the valve core limit plate and the spring baffle are all provided with a water passage hole. In the initial state, the valve body is aligned with the water passage hole on the switchable shaft and connected to the double plug connected.
进一步,所述阀体及所述弹簧阀芯筒体上设有密封圈,用于初始状态下阻隔高压水与压水试验段相通。Further, the valve body and the spring spool body are provided with sealing rings, which are used to block the communication between the high pressure water and the pressure water test section in the initial state.
进一步,所述阀体外筒下部装有紧固端头。Further, the lower part of the valve outer cylinder is equipped with a fastening end.
本实用新型突破了传统压水试验的局限性,该装置既能提供压水试验系统中双栓塞中的压力(该压力能充分使双栓塞与钻孔孔壁接触达到压水段的密封隔离之目的),又能保证压水试验时适应大流量的要求,能够真实高效地测定深部岩体的渗透性。The utility model breaks through the limitations of the traditional water pressure test. The device can provide the pressure in the double plugs in the water pressure test system (the pressure can fully make the double plugs contact with the borehole wall to reach the sealing isolation of the water pressure section. purpose), and can ensure that the pressure water test can meet the requirements of large flow, and can truly and efficiently measure the permeability of deep rock mass.
附图说明Description of drawings
图1是本实用新型深钻孔双栓塞式高压大流量可切换压水阀装置切换前的结构示意图;Fig. 1 is a schematic diagram of the structure of the utility model deep drilling double plug type high pressure and large flow switchable pressure water valve device before switching;
图2是本实用新型深钻孔双栓塞式高压大流量可切换压水阀装置切换后的结构示意图;Fig. 2 is a schematic diagram of the structure of the deep drilling double plug type high pressure and large flow switchable water pressure valve device of the present invention after switching;
图3为本实用新型深钻孔双栓塞式高压大流量可切换压水阀装置的连接关系示意图。Fig. 3 is a schematic diagram of the connection relationship of the deep-drilled double-plug type high-pressure and large-flow switchable water pressure valve device of the present invention.
图中:1—钻杆接头、2—限位紧固螺帽、3—压水阀、4—栓塞套筒、5—上栓塞、6—连接软胶管、7—试验段出水管、8—下栓塞、9—阀体、10—阀体外筒、11—密封圈、12—弹簧挡板、13—弹簧阀芯筒体、14—弹簧、15—弹簧阀芯、16—阀芯限位板、17—端盖、18—上栓塞中心杆、19—可切换轴、20—过水通孔。In the figure: 1—drill pipe joint, 2—limit fastening nut, 3—pressure water valve, 4—plug sleeve, 5—upper plug, 6—connecting soft rubber hose, 7—outlet pipe of test section, 8— Lower plug, 9—valve body, 10—valve body, 11—sealing ring, 12—spring baffle, 13—spring spool cylinder, 14—spring, 15—spring spool, 16—spool limit plate , 17—end cover, 18—upper plug central rod, 19—switchable shaft, 20—water through hole.
具体实施方式detailed description
下面将结合本实用新型中的附图,对本实用新型中的技术方案进行清楚、完整地描述。The technical solution in the utility model will be clearly and completely described below in conjunction with the accompanying drawings in the utility model.
请参考图1-3,本实用新型提供一种深钻孔双栓塞式高压大流量可切换压水阀装置,包括阀体9、阀体外筒10、可切换轴19、弹簧阀芯15、限位紧固螺帽2、阀芯限位板16、弹簧14、弹簧阀芯筒体13、密封圈11、弹簧挡板12、端盖17。Please refer to Figures 1-3. The utility model provides a deep-drilled double-plug type high-pressure and large-flow switchable water pressure valve device, which includes a valve body 9, a valve body 10, a switchable shaft 19, a spring spool 15, and a valve body. Position fastening nut 2, spool limit plate 16, spring 14, spring spool cylinder 13, sealing ring 11, spring baffle plate 12, end cover 17.
所述阀体外筒10下部与压水试验系统中双栓塞中的上栓塞5相连接,阀体外筒10内部装有阀体9;阀体9上设有可切换轴19、弹簧阀芯15、阀芯限位板16、弹簧14、弹簧挡板12、密封圈11、过水通孔20,可切换轴19下端与弹簧挡板12连接,弹簧阀芯15从上至下依次穿过弹簧挡板12和阀体9下部通孔,弹簧阀芯上套设有弹簧14,阀芯限位板16位于弹簧阀芯15下方,且间隔一定距离。The lower part of the valve body 10 is connected to the upper plug 5 of the double plug in the pressurized water test system, and the valve body 9 is installed inside the valve body 10; the valve body 9 is provided with a switchable shaft 19, a spring spool 15, Spool limiting plate 16, spring 14, spring baffle 12, sealing ring 11, water passage hole 20, the lower end of the switchable shaft 19 is connected with spring baffle 12, and spring spool 15 passes through the spring baffle in turn from top to bottom The plate 12 and the lower part of the valve body 9 have through holes, the spring spool is covered with a spring 14, and the spool limiting plate 16 is located below the spring spool 15 with a certain distance.
所述阀体9、可切换轴19、阀芯限位板16与弹簧挡板12均设有过水通孔20,阀体外筒10下部装有紧固端头17。The valve body 9 , the switchable shaft 19 , the valve core limiting plate 16 and the spring baffle 12 are all provided with a water passage hole 20 , and the lower part of the valve body cylinder 10 is provided with a fastening end 17 .
初始状态时,阀体9上的过水通孔20与双栓塞连通。In the initial state, the water passage hole 20 on the valve body 9 communicates with the double plugs.
上述技术方案中,所述阀体9内壁上设有密封圈11,密封圈11能够满足高压压水试验要求,其在初始状态下阻隔高压水与压水试验段相通。In the above technical solution, a sealing ring 11 is provided on the inner wall of the valve body 9, and the sealing ring 11 can meet the requirements of the high pressure water test, and it blocks the high pressure water from communicating with the pressure water test section in the initial state.
上述技术方案中,所述弹簧阀芯筒体13上同样设有过水通孔20及密封圈11,所述阀体9和所述弹簧阀芯筒体13上密封圈11的作用是初始状态下阻隔高压水与压水试验段相通。In the above-mentioned technical scheme, the spring spool cylinder 13 is also provided with a water passage hole 20 and a sealing ring 11, and the function of the valve body 9 and the sealing ring 11 on the spring spool cylinder 13 is the initial state. The lower barrier high pressure water communicates with the pressure water test section.
上述技术方案中,限位紧固螺帽2、阀芯限位板16、可切换轴19、密封圈11相互配合完成压力管路切换。In the above technical solution, the limit fastening nut 2, the valve core limit plate 16, the switchable shaft 19, and the sealing ring 11 cooperate with each other to complete the switch of the pressure pipeline.
本实用新型通过与压水试验设备中的双栓塞配合,解决了压水试验过程中的双栓塞加载问题;通过限位紧固螺帽2、阀芯限位板16、可切换轴19、密封圈11、过水通孔20相互配合完成压力管路切换和大流量问题,从而能真实高效地测定深部岩体的渗透性,为隧洞或地下洞室设计提供基础数据。The utility model solves the double plug loading problem in the pressurized water test process by cooperating with the double plugs in the pressurized water test equipment; through the limit fastening nut 2, the valve core limit plate 16, the switchable shaft 19, the sealing Circle 11 and water passage hole 20 cooperate with each other to complete pressure pipeline switching and large flow problems, so that the permeability of deep rock mass can be truly and efficiently measured, and basic data can be provided for the design of tunnels or underground caverns.
应用本实用新型深钻孔双栓塞式高压大流量可切换压水阀装置进行深部岩体的渗透性试验方法,包括如下步骤:Applying the deep drilling double plug type high pressure and large flow switchable pressure water valve device of the utility model to carry out the permeability test method of deep rock mass includes the following steps:
步骤1:将深钻孔双栓塞式高压大流量可切换压水阀装置下部与压水试验系统中双栓塞中的上栓塞5相连接,上部与钻杆接头1相连接;然后通过钻杆下放至预定的压水试验部位,启动试验加压系统进行加压,水压力通过阀体9上的过水通孔20作用于双栓塞,使双栓塞紧紧地密封固定在钻孔孔壁上;此时,压力管路与双栓塞相通,通过阀体9和弹簧阀芯筒体13上的密封圈11止水与压水试验段处于阻隔状态,关闭该加压管路,并保持该压力不变;Step 1: Connect the lower part of the double-plug type high-pressure and large-flow switchable pressurized water valve device for deep drilling to the upper plug 5 of the double plugs in the pressurized water test system, and connect the upper part to the drill pipe joint 1; then lower it through the drill pipe To the predetermined water pressure test site, start the test pressurization system to pressurize, and the water pressure acts on the double plugs through the water through hole 20 on the valve body 9, so that the double plugs are tightly sealed and fixed on the wall of the borehole; At this time, the pressure pipeline communicates with the double plugs, and the sealing ring 11 on the valve body 9 and the spring valve core barrel 13 is in a blocking state to block the water from the pressure water test section, close the pressurization pipeline, and keep the pressure constant. Change;
步骤2:待双栓塞紧紧地密封固定在钻孔孔壁上后,通过钻杆下放推动可切换轴19下移至阀芯限位板16,继续下移则弹簧阀芯15与弹簧阀芯筒体13分离,弹簧14被压缩,实现压力管路切换,此时压力管路通过阀体9上密封圈11止水(密封圈11将阀体9上的过水通孔20密封)与双栓塞处于阻隔状态,由于弹簧阀芯15与弹簧阀芯筒体13分离,压力管路通过弹簧挡板12上的过水通孔20、弹簧阀芯筒体13底部通孔、阀芯限位板16上的过水通孔20与压水试验段相通(如图2所示),该过程可保证压力水通过弹簧挡板12、阀芯限位板16进入压水试验段中;Step 2: After the double plugs are tightly sealed and fixed on the wall of the drilled hole, the switchable shaft 19 is moved down to the spool limit plate 16 by lowering the drill pipe, and the spring spool 15 and the spring spool will The cylinder body 13 is separated, the spring 14 is compressed, and the switch of the pressure pipeline is realized. At this time, the pressure pipeline passes through the sealing ring 11 on the valve body 9 to stop water (the sealing ring 11 seals the water passage hole 20 on the valve body 9) and the double The plug is in a blocking state. Since the spring spool 15 is separated from the spring spool cylinder 13, the pressure pipeline passes through the water passage hole 20 on the spring baffle 12, the through hole at the bottom of the spring spool cylinder 13, and the spool limit plate. The water passing hole 20 on the 16 communicates with the water pressure test section (as shown in Figure 2), and this process can ensure that the pressure water enters the water pressure test section through the spring baffle plate 12 and the spool limit plate 16;
步骤3:按照压水规程步骤进行压水试验;Step 3: Carry out a water pressure test according to the water pressure procedure;
步骤4:当完成该段的试验后,通过钻杆上提进行压力管路切换,则弹簧14伸长,弹簧阀芯15上移与弹簧阀芯筒体13上的密封圈11紧密结合,压力管路与双栓塞相通,通过阀体9上的密封圈11和弹簧阀芯筒体13上的密封圈11止水与压水试验段处于阻隔状态,卸除双栓塞中的压力,使之与大气连通,这时双栓塞的胶筒将自行收缩而脱离孔壁,然后移动测试系统到下一深度的试验段继续进行压水试验。Step 4: After the test of this section is completed, the pressure pipeline is switched by lifting the drill pipe, the spring 14 is stretched, the spring spool 15 moves up and is tightly combined with the sealing ring 11 on the spring spool cylinder 13, and the pressure The pipeline communicates with the double slugs, and the sealing ring 11 on the valve body 9 and the sealing ring 11 on the spring spool body 13 are in a blocking state to block the water and the pressure water test section, and the pressure in the double slugs is removed to make it compatible Atmospheric communication, at this time, the rubber cylinder of the double plug will shrink by itself and break away from the hole wall, and then move the test system to the test section of the next depth to continue the pressure water test.
本实用新型装置的过水流量可按式(1)计算The water flow rate of the utility model device can be calculated according to formula (1)
Q=v×S (1)Q=v×S (1)
其中:Q为通过压水阀的流量;Among them: Q is the flow through the pressure water valve;
v为通过压水阀的流体的流速;v is the flow rate of the fluid passing through the pressure water valve;
S为阀芯限位板、弹簧挡板上过水通孔的横截面面积。S is the cross-sectional area of the water passage hole on the spool limit plate and the spring baffle.
本实用新型突破了传统压水试验的局限性,该装置既能提供压水试验系统中双栓塞中的压力(该压力能充分使双栓塞与钻孔孔壁接触达到压水段的密封隔离之目的),又能保证压水试验时适应大流量的要求,能够真实高效地测定深部岩体的渗透性。The utility model breaks through the limitations of the traditional water pressure test. The device can provide the pressure in the double plugs in the water pressure test system (the pressure can fully make the double plugs contact with the borehole wall to reach the sealing isolation of the water pressure section. purpose), and can ensure that the pressure water test can meet the requirements of large flow, and can truly and efficiently measure the permeability of deep rock mass.
本说明书未作详细描述的内容属于本领域专业技术人员公知的现有技术。The content not described in detail in this specification belongs to the prior art known to those skilled in the art.
以上所述,仅为本实用新型的具体实施方式,但本实用新型的保护范围并不局限于此,任何属于本技术领域的技术人员在本实用新型揭露的技术范围内,可轻易想到的变化或替换,都应涵盖在本实用新型的保护范围之内。因此,本实用新型的保护范围应该以权利要求的保护范围为准。The above is only a specific embodiment of the utility model, but the scope of protection of the utility model is not limited thereto, and any skilled person in the technical field can easily think of changes within the technical scope disclosed in the utility model Or replacement, all should be covered within the scope of protection of the present utility model. Therefore, the protection scope of the present utility model should be based on the protection scope of the claims.
Claims (3)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621168508.3U CN206130193U (en) | 2016-11-02 | 2016-11-02 | Large -traffic changeable pressurized -water valve gear of two embolism formula high pressure of gun drilling |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621168508.3U CN206130193U (en) | 2016-11-02 | 2016-11-02 | Large -traffic changeable pressurized -water valve gear of two embolism formula high pressure of gun drilling |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206130193U true CN206130193U (en) | 2017-04-26 |
Family
ID=58575168
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621168508.3U Withdrawn - After Issue CN206130193U (en) | 2016-11-02 | 2016-11-02 | Large -traffic changeable pressurized -water valve gear of two embolism formula high pressure of gun drilling |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206130193U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106337951A (en) * | 2016-11-02 | 2017-01-18 | 长江水利委员会长江科学院 | Deep-drilling double-plug high-pressure large-flow switchable water pressure valve device and test method |
| CN113759484A (en) * | 2020-06-02 | 2021-12-07 | 成都鼎桥通信技术有限公司 | Track spring mounting jig |
-
2016
- 2016-11-02 CN CN201621168508.3U patent/CN206130193U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106337951A (en) * | 2016-11-02 | 2017-01-18 | 长江水利委员会长江科学院 | Deep-drilling double-plug high-pressure large-flow switchable water pressure valve device and test method |
| CN113759484A (en) * | 2020-06-02 | 2021-12-07 | 成都鼎桥通信技术有限公司 | Track spring mounting jig |
| CN113759484B (en) * | 2020-06-02 | 2023-08-15 | 成都鼎桥通信技术有限公司 | Rail spring mounting jig |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106337951B (en) | The changeable pressure water valve device of the double embolism formula high-pressure high-flows of gun drilling and test method | |
| CN107238458A (en) | Dry hole relief valve and hydrofracturing detecting earth stress device | |
| CN201671623U (en) | Pipe column for leakage finding and separate mining of horizontal well | |
| CN103696727B (en) | Self-expandable packer | |
| CN107829723A (en) | Rock body quality of mine Mining failure scope integral type detecting devices and detection method | |
| CN204344115U (en) | A kind of tubing and casing looks for the omission of examination to seal system | |
| CN205858333U (en) | A kind of three plug hydraulic fracturing detecting earth stress systems | |
| CN206130193U (en) | Large -traffic changeable pressurized -water valve gear of two embolism formula high pressure of gun drilling | |
| CN208415225U (en) | Packer permeability test equipment | |
| US6430990B1 (en) | Pipe testing apparatus | |
| CN103216209B (en) | Packer in tubing and casing sealing propertytest pipe | |
| CN205605879U (en) | Hydraulic type embolism drainage pressure relief mechanism for drilling water pressure test | |
| CN105257281A (en) | Method for detecting casing leakage | |
| CN107489394A (en) | A three-ellipse experimental device for open hole packers | |
| CN205047188U (en) | Deblocking packer can be sealed by repeated seat to motion of non - tubular column | |
| CN206905955U (en) | Dry hole relief valve and hydrofracturing detecting earth stress device | |
| CN206190278U (en) | Bi -polar water pressure control single loop blocks up water detection instrument | |
| CN209115072U (en) | A kind of water pressure test in borehole multichannel conversion quick pressure releasing device | |
| CN113445997B (en) | A downhole isolation system high pressure closed simulation device and its use method | |
| CN203879443U (en) | Single-circuit water injection plugging device in a pit | |
| CN204405650U (en) | Single-loop single-end plugging device for testing overburden fracture zone | |
| CN105221100A (en) | A kind of non-tubing string motion can restting deblocking packer | |
| CN107859500B (en) | Mine rock mass drilling anti-reflection type gas plugging unit and measurement system | |
| CN105221101A (en) | Test cover and leak packer | |
| CN207485420U (en) | Rock body quality of mine Mining failure range integral type detecting devices |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170426 Effective date of abandoning: 20180717 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20170426 Effective date of abandoning: 20180717 |