CN118257500A - Underground water drilling device - Google Patents
Underground water drilling device Download PDFInfo
- Publication number
- CN118257500A CN118257500A CN202410683823.2A CN202410683823A CN118257500A CN 118257500 A CN118257500 A CN 118257500A CN 202410683823 A CN202410683823 A CN 202410683823A CN 118257500 A CN118257500 A CN 118257500A
- Authority
- CN
- China
- Prior art keywords
- support
- frame
- block
- drilling
- support frame
- 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.)
- Granted
Links
Classifications
-
- 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
- E21B7/00—Special methods or apparatus for drilling
- E21B7/12—Underwater drilling
-
- 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
- E21B41/00—Equipment or details not covered by groups E21B15/00 - E21B40/00
- E21B41/0007—Equipment or details not covered by groups E21B15/00 - E21B40/00 for underwater installations
-
- 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
- E21B41/00—Equipment or details not covered by groups E21B15/00 - E21B40/00
- E21B41/0021—Safety devices, e.g. for preventing small objects from falling into the borehole
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Geology (AREA)
- Mining & Mineral Resources (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Earth Drilling (AREA)
Abstract
本发明涉及地下水钻探设备技术领域,具体为地下水钻探装置,包括钻探架,所述钻探架的顶部设有钻机,所述钻探架上设有钻洞支护泄压装置,所述钻洞支护泄压装置包括支护架、支护范围调节组件、安装孔、支护柱、泄压组件和支撑组件,所述支护架设有三个,每个所述支护架均呈弧形设置,每个支护架的一端与相邻支护架的侧端铰接;本发明通过支护架、支护范围调节组件、安装孔、支护柱、泄压组件和支撑组件之间的相互配合,实现了可根据需要开设的钻探坑洞的直径大小,适时调节支护范围,无需对支护装置进行更换,且对喷涌而上的地下水的水压和气压进行有效泄压,从而进行稳定的支护效果和对钻探过程进行防护的效果。
The present invention relates to the technical field of groundwater drilling equipment, and specifically to a groundwater drilling device, including a drilling frame, a drilling rig is provided on the top of the drilling frame, a borehole support pressure relief device is provided on the drilling frame, and the borehole support pressure relief device includes a support frame, a support range adjustment component, a mounting hole, a support column, a pressure relief component and a support component. The support frames are provided with three, each of which is arranged in an arc shape, and one end of each support frame is hinged to the side end of an adjacent support frame; the present invention realizes the diameter size of the drilling hole that can be opened according to needs, timely adjusts the support range, and does not need to replace the support device, and effectively relieves the water pressure and air pressure of the gushing groundwater, thereby achieving a stable support effect and a protection effect on the drilling process.
Description
技术领域Technical Field
本发明涉及地下水钻探设备技术领域,具体为地下水钻探装置。The invention relates to the technical field of groundwater drilling equipment, in particular to a groundwater drilling device.
背景技术Background technique
以获取合理开发及利用地下水所需资料而采用的一种主要技术手段,简称水文钻探。与一般地质钻探比较,水文地质钻探的特点是钻孔直径较大,钻进工艺和成井工艺比较复杂,所用的设备能力也比较大。水文地质钻孔一般可分为水文地质普查孔、水文地质勘探孔及探采结合孔三种。Hydrogeological drilling is a major technical means used to obtain the data needed for the rational development and utilization of groundwater. Compared with general geological drilling, the characteristics of hydrogeological drilling are larger borehole diameter, more complex drilling and well-forming processes, and larger equipment capacity. Hydrogeological drilling holes can generally be divided into three types: hydrogeological survey holes, hydrogeological exploration holes, and exploration and mining combined holes.
公开号为CN116136151B的一种地下水人工观测通道钻孔设备,涉及地下水观测技术领域,包括通口基座,所述通口基座的底端四个拐角处均固定安装有带轮支腿,所述通口基座上固定安装有顶架,还包括扩孔钻孔组件、防护筒以及承托组件,所述扩孔钻孔组件包括设置于顶架上方的多级液压杆,且多级液压杆的端部连接有抵压单元,所述扩孔钻孔组件还包括设置于抵压单元下方的扩张筒,所述扩张筒的底端固定安装有同轴设置的钻杆,所述防护筒用于对钻孔开口处进行防护处理;该申请在进行人工观测通道的钻孔时,能够同步进行防护筒的安装,利用防护筒对洞口起到良好的支撑、防护作用,避免后续施工时洞口出现坍塌、变形,并提高了后续加固施工作业的便利性。A groundwater artificial observation channel drilling equipment with publication number CN116136151B relates to the field of groundwater observation technology, including a through-mouth base, and wheeled legs are fixedly installed at the four corners of the bottom end of the through-mouth base. A top frame is fixedly installed on the through-mouth base, and also includes a hole expansion and drilling assembly, a protective cylinder and a supporting assembly. The hole expansion and drilling assembly includes a multi-stage hydraulic rod arranged above the top frame, and the ends of the multi-stage hydraulic rods are connected to a pressure unit. The hole expansion and drilling assembly also includes an expansion cylinder arranged below the pressure unit, and a coaxially arranged drill rod is fixedly installed at the bottom end of the expansion cylinder. The protective cylinder is used for protecting the borehole opening. When drilling an artificial observation channel, this application can simultaneously install the protective cylinder, and use the protective cylinder to provide good support and protection for the hole opening, thereby avoiding collapse and deformation of the hole opening during subsequent construction, and improving the convenience of subsequent reinforcement construction operations.
但是该现有技术中存在以下问题,一是该现有技术中通过在洞口处安装防护筒的方式,利用防护筒的支护效果对洞口进行支撑和防护,预防洞口出现坍塌或者变形,但是该申请中的防护筒的支护范围无法调节,不能根据钻头的大小或者需要开设的洞口大小,去适应性的调节防护筒的支护范围,只能根据需求去更换相应大小的防护筒,较为麻烦且成本较高;二是当钻探到地下水且水压过大,导致地下水和地下的空气较为高速的往洞口外部向上喷发时,可能会由于水流或者空气的冲击力,导致防护筒被向上顶起,失去对洞口的支护作用,或者对钻机的钻头造成冲击,影响钻探作业。However, the prior art has the following problems: first, in the prior art, a protective tube is installed at the hole, and the supporting effect of the protective tube is used to support and protect the hole to prevent the hole from collapsing or deforming. However, the supporting range of the protective tube in the application cannot be adjusted, and the supporting range of the protective tube cannot be adaptively adjusted according to the size of the drill bit or the size of the hole to be opened. The only way is to replace the protective tube of the corresponding size according to demand, which is troublesome and costly. Second, when groundwater is drilled and the water pressure is too high, causing the groundwater and underground air to spray upward to the outside of the hole at a relatively high speed, the protective tube may be pushed up due to the impact force of the water flow or air, and lose its supporting effect on the hole, or cause impact on the drill bit of the drilling rig, affecting the drilling operation.
发明内容Summary of the invention
本发明的目的在于提供地下水钻探装置,以解决上述背景技术中提出的问题。The object of the present invention is to provide an underground water drilling device to solve the problems raised in the above background technology.
为实现上述目的,本发明提供如下技术方案:地下水钻探装置,包括钻探架,所述钻探架设置在水平面上,所述钻探架的顶部设有钻机,所述钻探架上设有钻洞支护泄压装置,所述钻洞支护泄压装置包括支护架、支护范围调节组件、安装孔、支护柱、泄压组件和支撑组件,所述支护架设有三个,每个所述支护架均呈弧形设置,三个所述支护架呈环形均匀布设,每个支护架的一端与相邻支护架的侧端铰接,且每相邻的两个支护架的铰接处均设有一个支护范围调节组件,每个所述支护架的底部均等距设有若干安装孔,所述支护柱设有若干个,所述支护柱可拆卸的安装在安装孔上,每个所述支护架内均设有若干泄压组件,且每个泄压组件分别与一个安装孔位置对应,且每个泄压组件上均设有一个支撑组件。To achieve the above-mentioned purpose, the present invention provides the following technical solutions: a groundwater drilling device, comprising a drilling frame, the drilling frame is arranged on a horizontal plane, a drilling rig is arranged on the top of the drilling frame, a drilling support pressure relief device is arranged on the drilling frame, the drilling support pressure relief device comprises a support frame, a support range adjustment component, a mounting hole, a support column, a pressure relief component and a support component, three support frames are provided, each of the support frames is arranged in an arc shape, the three support frames are evenly arranged in a ring shape, one end of each support frame is hinged to the side end of the adjacent support frame, and a support range adjustment component is provided at the hinge of each two adjacent support frames, a plurality of mounting holes are equidistantly provided at the bottom of each support frame, a plurality of support columns are provided, and the support columns can be detachably installed on the mounting holes, a plurality of pressure relief components are provided in each support frame, and each pressure relief component corresponds to a mounting hole position, and a support component is provided on each pressure relief component.
优选的,所述支护范围调节组件包括铰接架、锁定块、锁定槽和调节钮,所述铰接架的一端与支护架的一端转动连接,所述铰接架的另一端与相邻支护架的侧端滑动连接,且支护架的侧端设有锁定槽,所述锁定块能够卡设在锁定槽内,锁定块的侧端穿过铰接架的侧槽并与铰接架转动连接,所述锁定块上设置有调节钮。Preferably, the support range adjustment assembly includes an articulated frame, a locking block, a locking groove and an adjusting button, one end of the articulated frame is rotatably connected to one end of the support frame, the other end of the articulated frame is slidably connected to the side end of an adjacent support frame, and the side end of the support frame is provided with a locking groove, the locking block can be clamped in the locking groove, the side end of the locking block passes through the side groove of the articulated frame and is rotatably connected to the articulated frame, and an adjusting button is provided on the locking block.
优选的,所述锁定块的外部设置有橡胶层。Preferably, a rubber layer is provided on the outside of the locking block.
优选的,所述安装孔内侧设有内螺纹,所述支护柱的顶部设有外螺纹,且所述支护柱与安装孔通过内螺纹和外螺纹可拆卸的螺纹连接,所述支护柱呈中空设置且支护柱的上下两端均设有通孔。Preferably, an internal thread is provided on the inner side of the mounting hole, an external thread is provided on the top of the supporting column, and the supporting column is detachably connected to the mounting hole via internal and external threads, and the supporting column is hollow and through holes are provided at both upper and lower ends of the supporting column.
优选的,所述泄压组件包括泄压块和第一弹簧,所述泄压块设置在支护架内部且与其上下滑动连接,所述泄压块的底部与支护架内部的底面接触且覆盖于安装孔的顶部,所述第一弹簧设置在支护架内部,所述第一弹簧的上下两端分别与泄压块的顶部和支护架内部的顶端连接。Preferably, the pressure relief assembly includes a pressure relief block and a first spring, the pressure relief block is arranged inside the support frame and is slidably connected thereto up and down, the bottom of the pressure relief block is in contact with the bottom surface inside the support frame and covers the top of the mounting hole, the first spring is arranged inside the support frame, and the upper and lower ends of the first spring are respectively connected to the top of the pressure relief block and the top of the inside of the support frame.
优选的,所述支撑组件包括插杆、第二弹簧、配合块、压块和第三弹簧,所述泄压块呈中空设置且泄压块的两侧均设有贯通口,所述插杆的底端呈尖锐状且穿过泄压块底部,所述插杆与泄压块底部上下滑动连接,所述配合块设置在插杆的顶部,所述第二弹簧的上下两端分别与配合块的底部和泄压块内部的底端连接,所述压块竖直设置在泄压块一侧的贯通口处,且压块的底部与泄压块内部的底端铰接,所述第三弹簧的两端分别与压块的侧端和泄压块内部的底端连接,所述配合块顶部靠近压块的一侧设有斜边。Preferably, the supporting assembly comprises an insert rod, a second spring, a matching block, a pressure block and a third spring, the pressure relief block is hollow and has through holes on both sides of the pressure relief block, the bottom end of the insert rod is sharp and passes through the bottom of the pressure relief block, the insert rod is slidably connected to the bottom of the pressure relief block up and down, the matching block is arranged at the top of the insert rod, the upper and lower ends of the second spring are respectively connected to the bottom of the matching block and the bottom end inside the pressure relief block, the pressure block is vertically arranged at the through hole on one side of the pressure relief block, and the bottom of the pressure block is hinged to the bottom end inside the pressure relief block, the two ends of the third spring are respectively connected to the side end of the pressure block and the bottom end inside the pressure relief block, and a bevel is provided on the top of the matching block close to the pressure block.
优选的,所述钻探架的侧端设有安装架,所述支护架的侧端与安装架的侧端可拆卸连接。Preferably, a mounting frame is provided at the side end of the drilling frame, and the side end of the supporting frame is detachably connected to the side end of the mounting frame.
优选的,所述钻探架的侧端设置有存放盒。Preferably, a storage box is provided at a side end of the drilling frame.
与现有技术相比,本发明的有益效果:Compared with the prior art, the present invention has the following beneficial effects:
本装置在使用时,首先控制钻机对钻探区域开设钻探坑洞,接着根据钻头的大小和需要开设的钻探坑洞的大小,三个支护架相互铰接的内侧区域为支护区域,接着根据钻头的大小和需要开设的钻探坑洞的大小,在支护范围调节组件的配合下,对三个支护架进行调节支护范围的调整,调节完成后,三个支护架内侧的支护区域与钻探坑洞大小一致,接着在三个支护架底部处于支护区域范围内的安装孔内均安装上支护柱,接着将支护架放置在地面上,处于支护区域内的支护柱处于洞口内部且支护柱与洞口内壁接触,起到对洞口的支护效果,支护架其余的部分搭在地面上,起到对支护架整体的支撑效果,在钻机钻探的过程中,若钻探到地下水且水压过大导致地下水和地下的空气较为高速的往洞口外部向上喷发时,水流和气体通过钻探坑洞内的支护柱进入支护架内部,在泄压组件的配合下,对水压和气压进行泄压缓冲,从而降低水流和空气对支护架的冲击力,避免水流冲击过大影响到钻机的钻探工作,与此同时,水压和气压的冲击力会传递到支护架内位于地面以上的部分,带动支撑组件工作,使得支护架在支撑组件的配合下更加紧密的与地面进行固定,从而使得支护架不受地下水冲击的影响,较为稳定的支护在钻探坑洞的洞口处。When the device is in use, the drill is first controlled to open a drilling hole in the drilling area. Then, according to the size of the drill bit and the size of the drilling hole to be opened, the inner area where the three support frames are hinged to each other is the support area. Then, according to the size of the drill bit and the size of the drilling hole to be opened, the support range of the three support frames is adjusted with the cooperation of the support range adjustment component. After the adjustment is completed, the support area inside the three support frames is consistent with the size of the drilling hole. Then, support columns are installed in the mounting holes at the bottom of the three support frames within the support area. Then, the support frames are placed on the ground. The support columns in the support area are inside the hole and the support columns are in contact with the inner wall of the hole, so as to support the hole. The rest of the support frames are placed on the ground. , which plays a supporting effect on the support frame as a whole. During the drilling process of the drilling rig, if groundwater is drilled and the water pressure is too high, causing the groundwater and underground air to spray upward to the outside of the hole at a relatively high speed, the water flow and gas enter the support frame through the support columns in the drilling pit. With the cooperation of the pressure relief component, the water pressure and air pressure are relieved and buffered, thereby reducing the impact force of the water flow and air on the support frame, and avoiding excessive water flow impact affecting the drilling work of the drilling rig. At the same time, the impact force of the water pressure and air pressure will be transmitted to the part of the support frame above the ground, driving the support component to work, so that the support frame is more tightly fixed to the ground with the cooperation of the support component, so that the support frame is not affected by the impact of groundwater, and is more stably supported at the hole entrance of the drilling pit.
附图说明BRIEF DESCRIPTION OF THE DRAWINGS
图1为本发明的立体结构示意图;FIG1 is a schematic diagram of a three-dimensional structure of the present invention;
图2为本发明中钻探架和钻机的立体结构示意图;FIG2 is a schematic diagram of the three-dimensional structure of the drilling frame and the drilling rig in the present invention;
图3为本发明中钻洞支护泄压装置的立体结构示意图;FIG3 is a schematic diagram of the three-dimensional structure of the drilling support pressure relief device of the present invention;
图4为本发明中支护架和支护范围调节组件的立体结构示意图;FIG4 is a schematic diagram of the three-dimensional structure of the support frame and the support range adjustment assembly in the present invention;
图5为本发明中支护架和支护范围调节组件的局部结构示意图;FIG5 is a schematic diagram of the partial structure of the support frame and the support range adjustment assembly in the present invention;
图6为本发明中支护柱的立体结构示意图;FIG6 is a schematic diagram of the three-dimensional structure of the support column in the present invention;
图7为本发明中钻洞支护泄压装置的局部结构剖视图;FIG7 is a partial structural cross-sectional view of the borehole support pressure relief device of the present invention;
图8为本发明中泄压组件和支撑组件的剖视图。FIG8 is a cross-sectional view of the pressure relief assembly and the support assembly of the present invention.
图中:1、钻探架;2、钻机;3、钻洞支护泄压装置;31、支护架;32、支护范围调节组件;321、铰接架;322、锁定块;323、锁定槽;324、调节钮;33、安装孔;34、支护柱;35、泄压组件;351、泄压块;352、第一弹簧;36、支撑组件;361、插杆;362、第二弹簧;363、配合块;364、压块;365、第三弹簧;4、安装架;5、存放盒。In the figure: 1. drilling frame; 2. drilling rig; 3. drilling support pressure relief device; 31. support frame; 32. support range adjustment assembly; 321. articulated frame; 322. locking block; 323. locking slot; 324. adjusting button; 33. mounting hole; 34. supporting column; 35. pressure relief assembly; 351. pressure relief block; 352. first spring; 36. supporting assembly; 361. plug rod; 362. second spring; 363. matching block; 364. pressing block; 365. third spring; 4. mounting frame; 5. storage box.
具体实施方式Detailed ways
下面将结合本发明实施例中的附图,对本发明实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本发明一部分实施例,而不是全部的实施例。基于本发明中的实施例,本领域普通技术工作人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本发明保护的范围。The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technical personnel in this field without creative work are within the scope of protection of the present invention.
请参阅图1至图8,本发明提供一种技术方案:包括钻探架1,所述钻探架1设置在水平面上,所述钻探架1的顶部设有钻机2,所述钻探架1上设有钻洞支护泄压装置3,所述钻洞支护泄压装置3包括支护架31、支护范围调节组件32、安装孔33、支护柱34、泄压组件35和支撑组件36,所述支护架31设有三个,每个所述支护架31均呈弧形设置,三个所述支护架31呈环形均匀布设,每个支护架31的一端与相邻支护架31的侧端铰接,且每相邻的两个支护架31的铰接处均设有一个支护范围调节组件32,每个所述支护架31的底部均等距设有若干安装孔33,所述支护柱34设有若干个,所述支护柱34可拆卸的安装在安装孔33上,每个所述支护架31内均设有若干泄压组件35,且每个泄压组件35分别与一个安装孔33位置对应,且每个泄压组件35上均设有一个支撑组件36;Please refer to Figures 1 to 8. The present invention provides a technical solution: comprising a drilling frame 1, the drilling frame 1 is arranged on a horizontal plane, a drilling rig 2 is arranged on the top of the drilling frame 1, a drilling hole support pressure relief device 3 is arranged on the drilling frame 1, and the drilling hole support pressure relief device 3 includes a support frame 31, a support range adjustment component 32, a mounting hole 33, a support column 34, a pressure relief component 35 and a support component 36. The support frame 31 is provided with three, each of which is arranged in an arc shape, and the three support frames 31 are evenly arranged in a ring shape, and each support frame 31 is provided with a support frame 31. One end of the guard frame 31 is hinged to the side end of the adjacent support frame 31, and a support range adjustment component 32 is provided at the hinge of each of the two adjacent support frames 31. A plurality of mounting holes 33 are equidistantly provided at the bottom of each of the support frames 31. A plurality of support columns 34 are provided, and the support columns 34 are detachably mounted on the mounting holes 33. A plurality of pressure relief components 35 are provided in each of the support frames 31, and each pressure relief component 35 corresponds to a mounting hole 33, and a support component 36 is provided on each of the pressure relief components 35.
本装置在使用时,首先控制钻机2对钻探区域开设钻探坑洞,接着根据钻头的大小和需要开设的钻探坑洞的大小,三个支护架31相互铰接的内侧区域为支护区域,接着根据钻头的大小和需要开设的钻探坑洞的大小,在支护范围调节组件32的配合下,对三个支护架31进行调节支护范围的调整,调节完成后,三个支护架31内侧的支护区域与钻探坑洞大小一致,接着在三个支护架31底部处于支护区域范围内的安装孔33内均安装上支护柱34,接着将支护架31放置在地面上,处于支护区域内的支护柱34处于洞口内部且支护柱34与洞口内壁接触,起到对洞口的支护效果,支护架31其余的部分搭在地面上,起到对支护架31整体的支撑效果,在钻机2钻探的过程中,若钻探到地下水且水压过大导致地下水和地下的空气较为高速的往洞口外部向上喷发时,水流和气体通过钻探坑洞内的支护柱34进入支护架31内部,在泄压组件35的配合下,对水压和气压进行泄压缓冲,从而降低水流和空气对支护架31的冲击力,避免水流冲击过大影响到钻机2的钻探工作,与此同时,水压和气压的冲击力会传递到支护架31内位于地面以上的部分,带动支撑组件36工作,使得支护架31在支撑组件36的配合下更加紧密的与地面进行固定,从而使得支护架31不受地下水冲击的影响,较为稳定的支护在钻探坑洞的洞口处。When the device is in use, the drill rig 2 is first controlled to open a drilling hole in the drilling area. Then, according to the size of the drill bit and the size of the drilling hole to be opened, the inner area where the three support frames 31 are hinged to each other is the support area. Then, according to the size of the drill bit and the size of the drilling hole to be opened, the support range of the three support frames 31 is adjusted with the cooperation of the support range adjustment component 32. After the adjustment is completed, the support area inside the three support frames 31 is consistent with the size of the drilling hole. Then, support columns 34 are installed in the mounting holes 33 at the bottom of the three support frames 31 within the support area. Then, the support frames 31 are placed on the ground. The support columns 34 in the support area are inside the hole and the support columns 34 are in contact with the inner wall of the hole, so as to support the hole. The rest of the support frames 31 are placed on the ground. , which plays a supporting effect on the support frame 31 as a whole. During the drilling process of the drilling rig 2, if groundwater is drilled and the water pressure is too high, causing the groundwater and underground air to spray upward to the outside of the hole at a relatively high speed, the water flow and gas enter the support frame 31 through the support column 34 in the drilling hole. With the cooperation of the pressure relief component 35, the water pressure and air pressure are relieved and buffered, thereby reducing the impact force of the water flow and air on the support frame 31, and avoiding excessive water flow impact affecting the drilling work of the drilling rig 2. At the same time, the impact force of the water pressure and air pressure will be transmitted to the part of the support frame 31 above the ground, driving the support component 36 to work, so that the support frame 31 is more tightly fixed to the ground with the cooperation of the support component 36, so that the support frame 31 is not affected by the impact of groundwater, and is more stably supported at the hole entrance of the drilling hole.
本实施例中,如图3至图5所示,所述支护范围调节组件32包括铰接架321、锁定块322、锁定槽323和调节钮324,所述铰接架321的一端与支护架31的一端转动连接,所述铰接架321的另一端与相邻支护架31的侧端滑动连接,且支护架31的侧端设有锁定槽323,所述锁定块322能够卡设在锁定槽323内,锁定块322的侧端穿过铰接架321的侧槽并与铰接架321转动连接,所述锁定块322上设置有调节钮324;In this embodiment, as shown in FIGS. 3 to 5 , the support range adjustment assembly 32 includes an articulated frame 321, a locking block 322, a locking groove 323 and an adjusting button 324. One end of the articulated frame 321 is rotatably connected to one end of the support frame 31, and the other end of the articulated frame 321 is slidably connected to the side end of the adjacent support frame 31. The side end of the support frame 31 is provided with a locking groove 323. The locking block 322 can be clamped in the locking groove 323. The side end of the locking block 322 passes through the side groove of the articulated frame 321 and is rotatably connected to the articulated frame 321. The locking block 322 is provided with an adjusting button 324.
需要根据钻探坑洞的大小对三个支护架31内侧的支护区域进行调节时,首先分别通过调节钮324转动三个支护架31内侧锁定槽323的锁定块322,使得锁定块322脱离锁定槽323,使得可以铰接架321可以在支护架31上滑动,接着依次控制支护架31上的铰接架321在相邻支护架31上的锁定槽323上滑动相同的长度,接着再次转动锁定块322使其卡设在锁定槽323内,进而锁定住铰接架321在锁定槽323内的位置,进而实现对三个支护架31内侧支护区域大小的调节,接着在支护架31底部处于支护区域内的安装孔33上插设对应数量的支护柱34,再将其放置于洞口处,实现对洞口的支护效果,从而实现了可根据需要开设的钻探坑洞的直径大小,适时调节支护范围,无需对支护装置进行更换的效果。When the support area inside the three support frames 31 needs to be adjusted according to the size of the drilling hole, firstly, the locking blocks 322 of the locking grooves 323 inside the three support frames 31 are rotated by adjusting knobs 324 respectively, so that the locking blocks 322 are disengaged from the locking grooves 323, so that the articulated frames 321 can slide on the support frames 31, and then the articulated frames 321 on the support frames 31 are controlled to slide on the locking grooves 323 on the adjacent support frames 31 by the same length, and then the locking blocks 322 are rotated again. It is stuck in the locking groove 323, thereby locking the position of the articulated frame 321 in the locking groove 323, thereby realizing the adjustment of the size of the inner support area of the three support frames 31, and then a corresponding number of support columns 34 are inserted into the mounting holes 33 in the support area at the bottom of the support frame 31, and then placed at the hole opening to achieve the support effect of the hole opening, thereby realizing the diameter of the drilling hole that can be opened according to the needs, and the support range can be adjusted in time without replacing the support device.
本实施例中,如图5所示,所述锁定块322的外部设置有橡胶层;In this embodiment, as shown in FIG5 , a rubber layer is provided on the outside of the locking block 322;
通过在锁定块322的外侧设置橡胶层,进而增强锁定块322表面与锁定槽323内侧的摩擦力,进而提升锁定块322与锁定槽323之间的抵止力,从而进一步提升三个支护架31调节好支护范围之后的稳定性。By providing a rubber layer on the outer side of the locking block 322, the friction between the surface of the locking block 322 and the inner side of the locking groove 323 is enhanced, thereby increasing the resistance between the locking block 322 and the locking groove 323, thereby further improving the stability of the three support frames 31 after adjusting the support range.
本实施例中,如图6至图7所示,所述安装孔33内侧设有内螺纹,所述支护柱34的顶部设有外螺纹,且所述支护柱34与安装孔33通过内螺纹和外螺纹可拆卸的螺纹连接,所述支护柱34呈中空设置且支护柱34的上下两端均设有通孔;In this embodiment, as shown in FIGS. 6 and 7 , the inner side of the mounting hole 33 is provided with an internal thread, the top of the support column 34 is provided with an external thread, and the support column 34 is detachably connected to the mounting hole 33 through the internal thread and the external thread, and the support column 34 is hollow and has through holes at both ends of the support column 34;
根据三个支护架31形成的支护区域的大小,对处于支护区域内的安装孔33通过内螺纹和外螺纹可拆卸的安装对应数量的支护柱34,接着将支护架31放置在地面上,处于支护区域内的支护柱34处于洞口内部且支护柱34与洞口内壁接触,起到对洞口的支护效果,支护架31其余的部分搭在地面上,起到对支护架31整体的支撑效果。According to the size of the support area formed by the three support frames 31, a corresponding number of support columns 34 are detachably installed on the mounting holes 33 in the support area through internal and external threads, and then the support frame 31 is placed on the ground. The support columns 34 in the support area are located inside the hole and the support columns 34 are in contact with the inner wall of the hole, thereby providing support for the hole. The rest of the support frame 31 is placed on the ground, thereby providing support for the support frame 31 as a whole.
本实施例中,如图7所示,所述泄压组件35包括泄压块351和第一弹簧352,所述泄压块351设置在支护架31内部且与其上下滑动连接,所述泄压块351的底部与支护架31内部的底面接触且覆盖于安装孔33的顶部,所述第一弹簧352设置在支护架31内部,所述第一弹簧352的上下两端分别与泄压块351的顶部和支护架31内部的顶端连接;In this embodiment, as shown in FIG. 7 , the pressure relief assembly 35 includes a pressure relief block 351 and a first spring 352. The pressure relief block 351 is disposed inside the support frame 31 and is slidably connected thereto up and down. The bottom of the pressure relief block 351 contacts the bottom surface inside the support frame 31 and covers the top of the mounting hole 33. The first spring 352 is disposed inside the support frame 31. The upper and lower ends of the first spring 352 are respectively connected to the top of the pressure relief block 351 and the top of the inside of the support frame 31.
当钻探到地下水且水压过大导致地下水和地下的空气较为高速的往洞口外部向上喷发时,地下水或者气流会进入位于洞口内的支护柱34的内部,且通过支护柱34进入支护架31内,将位于支护架31内的泄压块351向上顶起,第一弹簧352快速收缩,泄压块351的滑动和第一弹簧352的收缩实现对水流和气流压力的泄压,冲击力得到缓冲,泄压的同时由于水流进入支护架31内部,从而实现在泄压的同时避免水流对钻机2产生冲击导致钻头偏移影响钻探作业的效果。When groundwater is drilled and the water pressure is too high, causing the groundwater and underground air to erupt upward to the outside of the cave entrance at a relatively high speed, the groundwater or airflow will enter the interior of the support column 34 located in the cave entrance, and enter the support frame 31 through the support column 34, pushing up the pressure relief block 351 located in the support frame 31, and the first spring 352 shrinks quickly. The sliding of the pressure relief block 351 and the shrinkage of the first spring 352 can relieve the pressure of the water flow and air flow, and the impact force is buffered. At the same time, the water flow enters the interior of the support frame 31, thereby achieving the effect of avoiding the water flow from impacting the drilling rig 2 and causing the drill bit to deviate and affect the drilling operation while relieving the pressure.
本实施例中,如图8所示,所述支撑组件36包括插杆361、第二弹簧362、配合块363、压块364和第三弹簧365,所述泄压块351呈中空设置且泄压块351的两侧均设有贯通口,所述插杆361的底端呈尖锐状且穿过泄压块351底部,插杆361穿出泄压块351底部后还能够继续贯穿出支护架31且用来与地面接触。所述插杆361与泄压块351底部上下滑动连接,所述配合块363设置在插杆361的顶部,所述第二弹簧362的上下两端分别与配合块363的底部和泄压块351内部的底端连接,所述压块364竖直设置在泄压块351一侧的贯通口处,且压块364的底部与泄压块351内部的底端铰接,所述第三弹簧365的两端分别与压块364的侧端和泄压块351内部的底端连接,所述配合块363顶部靠近压块364的一侧设有斜边;In this embodiment, as shown in Figure 8, the support assembly 36 includes an insert rod 361, a second spring 362, a matching block 363, a pressure block 364 and a third spring 365. The pressure relief block 351 is hollow and has through holes on both sides of the pressure relief block 351. The bottom end of the insert rod 361 is sharp and passes through the bottom of the pressure relief block 351. After passing through the bottom of the pressure relief block 351, the insert rod 361 can continue to pass through the support frame 31 and be used to contact the ground. The insert rod 361 is slidably connected to the bottom of the pressure relief block 351 up and down, the matching block 363 is arranged at the top of the insert rod 361, the upper and lower ends of the second spring 362 are respectively connected to the bottom of the matching block 363 and the bottom end inside the pressure relief block 351, the pressure block 364 is vertically arranged at the through-hole on one side of the pressure relief block 351, and the bottom of the pressure block 364 is hinged to the bottom end inside the pressure relief block 351, the two ends of the third spring 365 are respectively connected to the side end of the pressure block 364 and the bottom end inside the pressure relief block 351, and the top of the matching block 363 is provided with a beveled edge on one side close to the pressure block 364;
当位于洞口内部的泄压块351受到冲击被顶起时,气流和水流在支护架31内部往位于地面之上的未被顶起的泄压块351的方向水平流动,流动过程中依次穿过各个未被顶起泄压块351的贯通口,且依次将压块364向下压,使其往配合块363的方向翻转,进而向下压动配合块363,使得插杆361下降钻入地面,进而使得支护架31与地面的连接更加稳定,从而避免支护架31受到冲击与洞口的脱离的问题,使得本设备对洞口的支护效果更加稳固。When the pressure relief block 351 located inside the hole is impacted and lifted up, the airflow and water flow horizontally inside the support frame 31 toward the direction of the pressure relief block 351 that is not lifted up and is located above the ground. During the flow, the airflow and water flow pass through the through holes of each pressure relief block 351 that is not lifted up in turn, and press the pressure block 364 downward in turn to flip it in the direction of the matching block 363, and then press the matching block 363 downward, so that the insertion rod 361 descends and drills into the ground, thereby making the connection between the support frame 31 and the ground more stable, thereby avoiding the problem of the support frame 31 being separated from the hole due to impact, and making the support effect of the device on the hole more stable.
本实施例中,如图1所示,所述钻探架1的侧端设有安装架4,所述支护架31的侧端与安装架4的侧端可拆卸连接;In this embodiment, as shown in FIG. 1 , a mounting frame 4 is provided at the side end of the drilling frame 1 , and the side end of the support frame 31 is detachably connected to the side end of the mounting frame 4 ;
通过将支护架31的侧端与安装架4可拆卸的进行连接,当无需进行地下水钻探时,可将钻洞支护泄压装置3放置于安装架4上闲置,需要使用时,将其从安装架4上拆下即可。By detachably connecting the side end of the support frame 31 to the mounting frame 4, when groundwater drilling is not needed, the borehole support pressure relief device 3 can be placed on the mounting frame 4 and left idle, and can be removed from the mounting frame 4 when needed.
本实施例中,如图1所示,所述钻探架1的侧端设置有存放盒5;In this embodiment, as shown in FIG1 , a storage box 5 is provided at the side end of the drilling frame 1;
通过设置的存放盒5,用于存放无需使用的支护柱34,同时也便于随时拿取需要安装的支护柱34。The storage box 5 is provided to store the supporting columns 34 that are not needed, and it is also convenient to take out the supporting columns 34 that need to be installed at any time.
Claims (8)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202410683823.2A CN118257500B (en) | 2024-05-30 | 2024-05-30 | Underground water drilling device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202410683823.2A CN118257500B (en) | 2024-05-30 | 2024-05-30 | Underground water drilling device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN118257500A true CN118257500A (en) | 2024-06-28 |
| CN118257500B CN118257500B (en) | 2024-08-23 |
Family
ID=91613247
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202410683823.2A Active CN118257500B (en) | 2024-05-30 | 2024-05-30 | Underground water drilling device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN118257500B (en) |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203756104U (en) * | 2014-03-12 | 2014-08-06 | 大庆市慧灵石油科技有限公司 | Anti-theft wellhead protector capable of releasing pressure |
| CN210460604U (en) * | 2019-09-25 | 2020-05-05 | 张淑军 | Shale gas leakage-proof drilling device |
| CN211474068U (en) * | 2020-02-17 | 2020-09-11 | 龚宇航 | Hydrogeology drilling blowout preventer |
| CN214738127U (en) * | 2021-04-07 | 2021-11-16 | 缙云县安居建设有限公司 | Dig bored pile soon and use strutting arrangement |
| CN114212669A (en) * | 2021-12-10 | 2022-03-22 | 山西农业大学 | Concrete pipeline stable hoisting mechanism for water supply and drainage engineering |
| CN115012808A (en) * | 2022-05-19 | 2022-09-06 | 中铁十六局集团第四工程有限公司 | Pneumatic jumbolter combination supporting device |
| CA3168362A1 (en) * | 2021-07-22 | 2023-01-22 | K & K Innovations Ltd | Adjustable drilling rig |
| CN116136151A (en) * | 2023-04-18 | 2023-05-19 | 山东省地质矿产勘查开发局八〇一水文地质工程地质大队(山东省地矿工程勘察院) | Underground water manual observation channel drilling equipment |
| CN219672611U (en) * | 2023-05-18 | 2023-09-12 | 盐城市华谊石油机械有限公司 | High-pressure-resistant and high-temperature-resistant drill rod floating valve |
| CN219691517U (en) * | 2023-03-23 | 2023-09-15 | 陕西延长石油(集团)有限责任公司 | Water injection well device for oil field development |
-
2024
- 2024-05-30 CN CN202410683823.2A patent/CN118257500B/en active Active
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203756104U (en) * | 2014-03-12 | 2014-08-06 | 大庆市慧灵石油科技有限公司 | Anti-theft wellhead protector capable of releasing pressure |
| CN210460604U (en) * | 2019-09-25 | 2020-05-05 | 张淑军 | Shale gas leakage-proof drilling device |
| CN211474068U (en) * | 2020-02-17 | 2020-09-11 | 龚宇航 | Hydrogeology drilling blowout preventer |
| CN214738127U (en) * | 2021-04-07 | 2021-11-16 | 缙云县安居建设有限公司 | Dig bored pile soon and use strutting arrangement |
| CA3168362A1 (en) * | 2021-07-22 | 2023-01-22 | K & K Innovations Ltd | Adjustable drilling rig |
| CN114212669A (en) * | 2021-12-10 | 2022-03-22 | 山西农业大学 | Concrete pipeline stable hoisting mechanism for water supply and drainage engineering |
| CN115012808A (en) * | 2022-05-19 | 2022-09-06 | 中铁十六局集团第四工程有限公司 | Pneumatic jumbolter combination supporting device |
| CN219691517U (en) * | 2023-03-23 | 2023-09-15 | 陕西延长石油(集团)有限责任公司 | Water injection well device for oil field development |
| CN116136151A (en) * | 2023-04-18 | 2023-05-19 | 山东省地质矿产勘查开发局八〇一水文地质工程地质大队(山东省地矿工程勘察院) | Underground water manual observation channel drilling equipment |
| CN219672611U (en) * | 2023-05-18 | 2023-09-12 | 盐城市华谊石油机械有限公司 | High-pressure-resistant and high-temperature-resistant drill rod floating valve |
Also Published As
| Publication number | Publication date |
|---|---|
| CN118257500B (en) | 2024-08-23 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN118257500B (en) | Underground water drilling device | |
| CN108515626B (en) | House building construction wall drilling machine | |
| CN212249828U (en) | A geological survey drilling device for architectural design | |
| CN222774314U (en) | A deep rock sampling device | |
| CN221442485U (en) | A geological drilling directional anti-deviation device | |
| CN211737036U (en) | A geological exploration drilling device | |
| CN220645841U (en) | A geological drilling bit | |
| CN220217518U (en) | Metal piece drilling device | |
| CN219548844U (en) | Wellhead anti-falling object device for petroleum drilling engineering | |
| CN219622637U (en) | Drilling machine for building detection | |
| CN211305487U (en) | Perforating device is used in hardware fitting processing | |
| CN111456636B (en) | Oil field drilling and production drill bit mounting rack | |
| CN216788309U (en) | A simple drilling device for geological and mineral exploration | |
| CN218427045U (en) | Drilling and tapping machine positioning mechanism for hardware machining | |
| CN223062375U (en) | Oil drilling hole expansion device | |
| CN219450470U (en) | A limit device suitable for bridge jacking | |
| CN223510849U (en) | A ground drilling device for building construction | |
| CN220705390U (en) | Drilling machine enclosure device for geotechnical engineering investigation | |
| CN219220345U (en) | Rope core drilling tool | |
| CN219798336U (en) | Outdoor survey equipment for forestry field design | |
| CN115613973A (en) | Drilling rig for petroleum geological exploration | |
| CN218540645U (en) | Subgrade compaction detector | |
| CN219953397U (en) | A kind of tunnel construction fall prevention device | |
| CN211924086U (en) | A new type of horizontal drilling machine | |
| CN219445066U (en) | A bracket for maintenance tools |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |