CN201024897Y - A kind of fast drill pipe drill bit for drilling bottom plate - Google Patents
A kind of fast drill pipe drill bit for drilling bottom plate Download PDFInfo
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- CN201024897Y CN201024897Y CNU2007200363299U CN200720036329U CN201024897Y CN 201024897 Y CN201024897 Y CN 201024897Y CN U2007200363299 U CNU2007200363299 U CN U2007200363299U CN 200720036329 U CN200720036329 U CN 200720036329U CN 201024897 Y CN201024897 Y CN 201024897Y
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- drill
- drill bit
- air intake
- drill rod
- drilling rod
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- 238000005553 drilling Methods 0.000 title claims abstract description 31
- 239000000428 dust Substances 0.000 claims abstract description 17
- 239000011435 rock Substances 0.000 claims abstract description 15
- 239000011159 matrix material Substances 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 4
- 238000005065 mining Methods 0.000 abstract 1
- 230000000149 penetrating effect Effects 0.000 abstract 1
- 238000005520 cutting process Methods 0.000 description 16
- 238000000034 method Methods 0.000 description 5
- 238000009412 basement excavation Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 239000002245 particle Substances 0.000 description 2
- 206010036790 Productive cough Diseases 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000007664 blowing Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 210000003802 sputum Anatomy 0.000 description 1
- 208000024794 sputum Diseases 0.000 description 1
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Abstract
本实用新型公开了一种打底板钻孔的快速钻杆钻头,涉及矿用钻头。包括钻杆和安装在钻杆前端的钻头,钻杆是进风排尘钻杆;进风排尘钻杆是空芯圆筒形,在筒壁上有贯穿筒壁上下的至少两个进风孔道,进风孔道的底端与钻杆的内腔连通;钻头是破岩过滤钻头,呈向外弯曲弧面圆盘形,在圆盘形弧面上均布有若干破岩刀头,及分布在破岩刀头之间的与钻杆的内腔连通的若干排尘孔。优点是破岩效果好,排尘迅速。
The utility model discloses a fast drill rod drill bit for drilling a bottom plate, and relates to a mining drill bit. It comprises a drill rod and a drill bit installed at the front end of the drill rod, and the drill rod is an air intake and dust removal drill rod; the air intake and dust removal drill rod is a hollow cylindrical shape, and has at least two air intake channels penetrating the upper and lower walls of the cylinder wall on the cylinder wall, and the bottom end of the air intake channel is connected with the inner cavity of the drill rod; the drill bit is a rock breaking filter drill bit, and is in the shape of an outward curved disc, and a plurality of rock breaking cutters are evenly distributed on the disc-shaped curved surface, and a plurality of dust removal holes distributed between the rock breaking cutters and connected with the inner cavity of the drill rod. The advantages are good rock breaking effect and rapid dust removal.
Description
技术领域 technical field
本实用新型涉及一种钻头。具体是巷道、隧道、硐室等工程用的一种打底板钻孔的快速钻杆钻头。The utility model relates to a drill bit. Specifically, it is a fast drill bit used for drilling holes in roadways, tunnels, chambers and other projects.
背景技术 Background technique
地下工程巷道、隧道、硐室等工程在开挖过程中,以及在使用过程中由于受到上部岩土体的压力作用和围岩自身吸水膨胀等多种因素的作用,极易产生围岩变形,即:巷道、隧道、硐室等顶板下沉变形冒落,底板向上鼓起,两帮向巷道中心位移,结果使巷道等硐室断面变形减小。为防止地下工程开挖中巷道的过大的变形而造成破坏,通常在开挖中要及时的施加支护,常用的支护方法有主动支护、被动支护和联合支护等形式。主动支护是被认为技术先进、经济合理的支护形式。主动支护是在巷道周围围岩施加锚杆等支护材料进入围岩岩土体中,使锚杆和围岩形成整体而实现支护。要向巷道围岩施加锚杆,首先必须先向围岩中钻孔,然后在钻孔中安装锚杆才能对围岩进行支护。当向顶板打孔时,由于钻孔中钻下的岩屑靠自重能自动向下运行,所以,不会停留在钻孔中阻塞钻杆,因此,常用的螺旋钻杆、六棱钻杆配合切削钻头就可实现对顶板两帮的钻孔。当向底板打孔时,由于钻孔中钻下的岩屑靠自重向下运行,所以,难以将岩屑有效的排出钻孔,使岩屑停留在钻孔中阻塞钻杆的运行,向底板打眼非常困难,常用的螺旋钻杆、六棱钻杆配合“一字型”或“螺旋型”切削钻头,钻下的岩屑块大,不均匀,卡钻杆,难以用风水派出。难以实现对底板的钻孔,使底板钻孔技术发展缓慢,也影响了底板的锚杆支护等主动支护技术的发展。可以看出,目前,对地下工程巷道、隧道、硐室等工程的底板钻孔技术还不成熟,大多使用钻顶板孔用的钻杆钻头等常用机具,致使底板钻孔技术发展缓慢,使底臌现象难以有效控制。Underground engineering roadways, tunnels, chambers and other projects are easily deformed due to various factors such as the pressure of the upper rock and soil mass and the expansion of the surrounding rock itself during the excavation process and during the use process. Namely: roofs of roadways, tunnels, chambers, etc. sink and deform, the bottom plates bulge upwards, and the two sides move toward the center of the roadway, resulting in reduced deformation of the chambers such as roadways. In order to prevent damage caused by excessive deformation of the roadway in the excavation of underground engineering, support is usually applied in time during the excavation. The commonly used support methods include active support, passive support and combined support. Active support is considered to be a form of support that is technologically advanced and economically reasonable. Active support is to apply support materials such as anchor rods into the surrounding rock mass around the roadway, so that the anchor rods and surrounding rocks form a whole to achieve support. To apply bolts to the surrounding rock of the roadway, it is first necessary to drill holes in the surrounding rocks, and then install the bolts in the drilling holes to support the surrounding rocks. When drilling to the roof, the cuttings drilled in the drilled hole can automatically move downwards by their own weight, so they will not stay in the drilled hole to block the drill pipe. Therefore, the commonly used auger drill pipe and hexagonal drill pipe The cutting drill bit can realize the drilling of the two sides of the top plate. When drilling into the bottom plate, because the cuttings drilled in the hole run downwards by their own weight, it is difficult to effectively discharge the cuttings out of the hole, so that the cuttings stay in the hole to block the operation of the drill pipe and flow to the bottom plate. Drilling is very difficult. Commonly used auger drill pipes and hexagonal drill pipes are combined with "slotted" or "helical" cutting bits. The debris blocks drilled are large and uneven, and the drill pipe is stuck, which is difficult to be dispatched by Feng Shui. It is difficult to realize the drilling of the bottom plate, which makes the development of bottom plate drilling technology slow, and also affects the development of active support technologies such as bolting support of the bottom plate. It can be seen that at present, the floor drilling technology for underground engineering roadways, tunnels, chambers, etc. It is difficult to effectively control the phenomenon of sputum.
发明内容 Contents of the invention
本实用新型的目的是克服已有技术的上述不足,提供一种打底板钻孔的快速钻杆钻头,破岩效果好,排尘迅速。The purpose of the utility model is to overcome the above-mentioned deficiencies of the prior art, and provide a fast drill bit for drilling holes in the base plate, which has good rock-breaking effect and rapid dust removal.
本实用新型的技术方案如下:一种打底板钻孔的快速钻杆钻头,包括钻杆和安装在钻杆前端的钻头,钻杆是进风排尘钻杆;进风排尘钻杆是空芯圆筒形,在筒壁上有贯穿筒壁上下的至少两个进风孔道,进风孔道的底端与钻杆的内腔连通;钻头是破岩过滤钻头,基体呈向外弯曲弧面圆盘形,在圆盘形弧面上均布有若干破岩刀头,及分布在破岩刀头之间的与钻杆的内腔连通的若干排尘孔。The technical scheme of the utility model is as follows: a fast drill bit for drilling holes in the bottom plate, including a drill rod and a drill bit installed at the front end of the drill rod, the drill rod is an air intake and dust discharge drill rod; The core is cylindrical, and there are at least two air inlet channels running through the upper and lower sides of the cylinder wall. The bottom of the air inlet channels communicates with the inner cavity of the drill pipe; the drill bit is a rock-breaking filter bit, and the base body is an outwardly curved arc surface. Disc-shaped, with a number of rock-breaking cutter heads evenly distributed on the disc-shaped arc surface, and a number of dust discharge holes communicated with the inner cavity of the drill pipe distributed between the rock-breaking cutter heads.
所述的空芯圆筒形钻杆的内径自下向上逐渐增大,或是直筒形。The inner diameter of the hollow cylindrical drill rod increases gradually from bottom to top, or is straight cylindrical.
工作原理是:打孔时,钻机带动钻杆和钻头转动,钻头上的刀具将岩石破碎成一定粒径后,岩屑通过钻头前端的小孔,进入钻头内部,钻机上的高压风从进风排尘钻杆壁上进气孔道进入钻头内部,向上吹动岩屑,岩屑在高压风流下吹和上吸共同作用下,沿着钻杆内腔向上,经钻机上的排尘装置排出。The working principle is: when drilling, the drill rig drives the drill rod and the drill bit to rotate, and the cutter on the drill bit breaks the rock into a certain particle size, and the cuttings enter the inside of the drill bit through the small hole at the front end of the drill bit, and the high-pressure air on the drill rig flows from the air inlet The air intake channel on the wall of the dust-exhausting drill pipe enters the inside of the drill bit and blows cuttings upwards. Under the combined action of high-pressure wind blowing and upward suction, the cuttings move upward along the inner cavity of the drill pipe and are discharged through the dust removal device on the drilling rig.
本实用新型的有益效果是:破岩效果好,排尘迅速,不会发生卡杆现象。The beneficial effect of the utility model is that: the rock-breaking effect is good, the dust is discharged quickly, and the stick phenomenon does not occur.
附图说明 Description of drawings
下面结合附图及实施例对本实用新型进一步详细说明。Below in conjunction with accompanying drawing and embodiment the utility model is described in further detail.
图1是本实用新型结构示意图;Fig. 1 is a structural representation of the utility model;
图2是图1的A-A剖面图;Fig. 2 is the A-A sectional view of Fig. 1;
图3是钻头仰视图。Figure 3 is a bottom view of the drill bit.
图中:1、钻杆,2、钻头,3、进风孔道,4、钻杆内腔,5、刀头,6、排尘孔。In the figure: 1. Drill pipe, 2. Drill bit, 3. Air inlet channel, 4. Drill pipe inner cavity, 5. Cutter head, 6. Dust discharge hole.
具体实施方式 Detailed ways
如图1所示,本实用新型由钻杆1和安装在钻杆1前端的钻头2组成。As shown in Figure 1, the utility model is made up of drill rod 1 and the drill bit 2 that is installed in drill rod 1 front end.
如图1、图2所示,钻杆是进风排尘钻杆;进风排尘钻杆是空芯圆筒形,在筒壁上有贯穿筒壁上下的对称设置的两个进风孔道3,进风孔道的底端与钻杆的内腔4连通。As shown in Figure 1 and Figure 2, the drill pipe is an air-inlet and dust-exhausting drill pipe; the air-inlet and dust-exhaust drill pipe is a hollow cylinder, and there are two air inlet channels symmetrically arranged on the wall of the cylinder. 3. The bottom end of the air inlet duct communicates with the inner cavity 4 of the drill pipe.
如图1、图3所示,钻头是破岩过滤钻头,基体呈向外弯曲弧面圆盘形,在圆盘形弧面上均布有若干破岩刀头5,在破岩刀头之间分布有与钻杆的内腔4连通的若干排尘孔6。As shown in Fig. 1 and Fig. 3, the drill bit is a rock-breaking filter bit, and the base body is in the shape of an outwardly curved arc surface disc, and a number of rock-breaking cutter heads 5 are evenly distributed on the disc-shaped arc surface. A number of dust discharge holes 6 communicating with the inner cavity 4 of the drill pipe are distributed among them.
为提高排尘效果,所述的空芯圆筒钻杆的内径可制作成自下向上逐渐增大的锥筒形。In order to improve the dust removal effect, the inner diameter of the hollow cylindrical drill rod can be made into a tapered cylindrical shape gradually increasing from bottom to top.
使用时,将钻头2和钻杆1用螺纹连接在一起,再将钻杆的上部插入钻机上,并将高压风打开通入钻杆进风孔道3。向下打孔时,将钻机立起,钻头向下,并开动钻机转动钻杆和开通压风、吸气装置。随着钻机的运行,钻头转动,其上刀具破碎岩屑,向下钻孔。切削下的岩屑被破碎达到一定粒径后,通过钻头前端的排尘孔6,岩屑进入钻头内部,钻机上的高压风进入钻杆壁上进气孔道,进入钻头内部,压风向上吹动岩屑,岩屑在高压风流下吹和上吸共同作用下,沿着钻杆内腔向上,并随着逐渐扩大的内径扩散,经钻机上的排尘装置排出。随着孔深的加大,孔底岩屑按照以上工艺不断被吸排出孔外,使岩屑不再在孔壁和钻杆间停留而阻止钻杆的转动,使打孔深度不断增加,以达到施工要求。During use, the drill bit 2 and the drill rod 1 are threaded together, then the top of the drill rod is inserted into the drilling rig, and the high-pressure air is opened and passed into the drill rod air inlet duct 3 . When drilling downwards, stand up the drilling rig, lower the drill bit, and start the drilling rig to rotate the drill pipe and open the air pressure and air suction device. With the operation of the drilling rig, the drill bit rotates, and the cutter on it breaks the cuttings and drills down the hole. After the cut cuttings are crushed to a certain particle size, the cuttings enter the inside of the drill through the dust discharge hole 6 at the front end of the drill bit, and the high-pressure air on the drilling rig enters the air intake channel on the wall of the drill pipe, enters the inside of the drill bit, and the compressed air blows upwards. Moving cuttings, cuttings are blown under the high-pressure air flow and sucked up, move upward along the inner cavity of the drill pipe, and spread with the gradually expanding inner diameter, and are discharged through the dust exhaust device on the drilling rig. As the hole depth increases, cuttings at the bottom of the hole are continuously sucked out of the hole according to the above process, so that the cuttings no longer stay between the hole wall and the drill pipe and prevent the rotation of the drill pipe, so that the drilling depth continues to increase. Meet the construction requirements.
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200363299U CN201024897Y (en) | 2007-04-06 | 2007-04-06 | A kind of fast drill pipe drill bit for drilling bottom plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200363299U CN201024897Y (en) | 2007-04-06 | 2007-04-06 | A kind of fast drill pipe drill bit for drilling bottom plate |
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| Publication Number | Publication Date |
|---|---|
| CN201024897Y true CN201024897Y (en) | 2008-02-20 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007200363299U Expired - Fee Related CN201024897Y (en) | 2007-04-06 | 2007-04-06 | A kind of fast drill pipe drill bit for drilling bottom plate |
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| Country | Link |
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| CN (1) | CN201024897Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101818621A (en) * | 2010-04-27 | 2010-09-01 | 中建七局第三建筑有限公司 | Hollow drill bit |
| CN104727751A (en) * | 2013-12-18 | 2015-06-24 | 天津世纪天源钻井工程有限公司 | High-strength drilling rig |
-
2007
- 2007-04-06 CN CNU2007200363299U patent/CN201024897Y/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101818621A (en) * | 2010-04-27 | 2010-09-01 | 中建七局第三建筑有限公司 | Hollow drill bit |
| CN104727751A (en) * | 2013-12-18 | 2015-06-24 | 天津世纪天源钻井工程有限公司 | High-strength drilling rig |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20080220 |
