CN207976301U - A kind of paddle type mill root brill - Google Patents
A kind of paddle type mill root brill Download PDFInfo
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- CN207976301U CN207976301U CN201820480687.7U CN201820480687U CN207976301U CN 207976301 U CN207976301 U CN 207976301U CN 201820480687 U CN201820480687 U CN 201820480687U CN 207976301 U CN207976301 U CN 207976301U
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Abstract
本实用新型公开了一种锤击式根钻,该锤击式根钻包括钻杆、锤击件、推土件和钻筒;钻筒的顶端设有顶板;钻杆和钻筒均沿上下方向延伸,顶板固连于钻杆的底端;锤击件外套于钻杆且能够上下移动;推土件设置于锤击件的下方且下部嵌于钻筒的内腔中;推土件能够上下移动。使用时,通过反复锤击锤击件,使锤击件的底端向下抵压推土件,推土件在抵压作用下逐步向下移动,向下移动的过程中逐渐抵推样土自钻筒的底端开口排出,由此实现将样土移出钻筒内腔的目的。该锤击式根钻高效省力、不会对根样造成损伤,而且整体结构简单、经济耐用。
The utility model discloses a hammer type root drill. The hammer type root drill comprises a drill rod, a hammering part, a bulldozing part and a drill barrel; the top of the drill barrel is provided with a top plate; The top plate is fixedly connected to the bottom end of the drill pipe; the hammer part is covered with the drill pipe and can move up and down; the bulldozing part is arranged under the hammer part and the lower part is embedded in the inner cavity of the drill barrel; Moving up and down. When in use, by repeatedly hammering the hammering piece, the bottom of the hammering piece is pressed downward against the bulldozing piece, and the bulldozing piece gradually moves downward under the pressure, and gradually pushes the sample soil during the downward movement It is discharged from the bottom opening of the drill tube, thereby achieving the purpose of moving the sample soil out of the inner cavity of the drill tube. The hammer-type root drill is efficient and labor-saving, does not cause damage to the root sample, and has a simple overall structure, economy and durability.
Description
技术领域technical field
本实用新型涉及植物根系取样技术领域,特别是涉及一种锤击式根钻。The utility model relates to the technical field of plant root system sampling, in particular to a hammering type root drill.
背景技术Background technique
根系的研究是大田实验中的重要部分,目前科研试验中一般采用根钻法调查取样。根钻采样包括两个过程,第一个过程是从田间钻取根样到钻筒,第二个过程是从钻筒中移出根样。Root system research is an important part of field experiments. At present, root drilling method is generally used for investigation and sampling in scientific research experiments. Root auger sampling includes two processes, the first process is to drill root samples from the field into the drill barrel, and the second process is to remove the root samples from the drill barrel.
目前利用人力驱动的根钻,在第一个过程中,通常采用的方法是:人力旋转钻筒使钻筒钻入土层。这种方法效率较低,而且当钻筒钻到较深的土层后,就很难继续旋进了。Utilize the root drill that manpower drives at present, in the first process, the method that usually adopts is: manpower rotates the drill barrel to make the drill barrel drill into the soil layer. This method is less efficient, and when the drill pipe drills into a deeper soil layer, it is difficult to continue screwing in.
而在第二个过程中,通常采用的方法是:人力用橡皮锤敲击钻筒,逐渐使钻筒内含有根样的样土松动,松动到一定程度后,样土逐渐排出钻筒。这种方法不仅低效费力,而且还会有损根样。And in the second process, the method that usually adopts is: manpower knocks drill barrel with rubber hammer, makes the sample soil that contains root sample in the drill barrel gradually loosen, and after loosening to a certain degree, sample soil discharges drill barrel gradually. This method is not only inefficient and laborious, but also damages the root sample.
当然,目前也有非人力驱动的根钻,比如汽油动力式根钻。这类根钻虽然不存在上述弊端,但是通常体积较大,质量较重,田间移动不便,且价格高昂,因而不及人力驱动的根钻应用广泛。Of course, there are also non-human-driven root drills, such as gasoline-powered root drills. Although this type of root drill does not have the above-mentioned drawbacks, it is usually larger in size, heavier in quality, inconvenient to move in the field, and expensive, so it is not as widely used as a human-driven root drill.
有鉴于此,如何开发一种人力驱动的根钻,使其省力高效而且能够获得完整的根样,是本领域技术人员需要解决的技术问题。In view of this, how to develop a human-driven root drill, which is labor-saving and efficient and can obtain a complete root sample, is a technical problem to be solved by those skilled in the art.
实用新型内容Utility model content
为解决上述技术问题,本实用新型提供一种锤击式根钻,所述锤击式根钻包括钻杆、锤击件、推土件和钻筒;所述钻筒的顶端设有顶板;所述钻杆和所述钻筒均沿上下方向延伸,所述顶板固连于所述钻杆的底端;所述锤击件外套于所述钻杆且能够上下移动;所述推土件设置于所述锤击件的下方且下部嵌于所述钻筒的内腔中;所述推土件能够上下移动。In order to solve the above-mentioned technical problems, the utility model provides a hammer-type root drill, which includes a drill rod, a hammering part, a bulldozer and a drill barrel; the top end of the drill barrel is provided with a top plate; Both the drill pipe and the drill barrel extend in the up and down direction, the top plate is fixedly connected to the bottom end of the drill pipe; the hammering member is overlaid on the drill pipe and can move up and down; the bulldozing member It is arranged below the hammering part and its lower part is embedded in the inner cavity of the drill barrel; the bulldozing part can move up and down.
使用本实用新型提供的锤击式根钻时,可以通过反复锤击锤击件,使锤击件的底端向下抵压推土件,推土件在抵压作用下逐步向下移动,向下移动的过程中逐渐抵推样土自钻筒的底端开口排出,由此实现将样土移出钻筒内腔的目的。When using the hammer-type root drill provided by the utility model, the bottom end of the hammer can be pressed downward against the bulldozer by repeatedly hammering the hammer, and the bulldozer gradually moves downward under the action of pressing, During the downward movement, the sample soil is gradually resisted and discharged from the bottom opening of the drill barrel, thereby realizing the purpose of moving the sample soil out of the inner cavity of the drill barrel.
本实用新型提供的锤击式根钻,无论样土是否已经松动均可以将样土完整地推出钻筒内腔,相比背景技术中通过橡皮锤敲击钻筒来使样土移出钻筒内腔而言,具有更高的效率且不会对根样造成损伤。The hammer-type root drill provided by the utility model can completely push the sample soil out of the inner cavity of the drill tube regardless of whether the sample soil is loose or not. As far as the cavity is concerned, it has higher efficiency and will not cause damage to the root sample.
而且,本实用新型提供的锤击式根钻是采用锤击使推土件向下移动的,相比单纯地手压推土件使推土件向下移动而言,更加省力。Moreover, the hammer type root drill provided by the utility model adopts hammering to move the bulldozer downwards, which is more labor-saving than simply pressing the bulldozer by hand to move the bulldozer downward.
可选地,所述钻筒的底端设有锯齿,所述钻筒的表面以及所述钻杆的表面均设有刻度,用于标识钻入土层的深度。Optionally, serrations are provided at the bottom end of the drill barrel, and scales are provided on the surface of the drill barrel and the drill rod for marking the depth drilled into the soil layer.
可选地,所述推土件包括推土板以及推杆;所述推土板位于所述钻筒的内腔中;所述推杆的底端固连于所述推土板、顶端向上穿出所述顶板。Optionally, the bulldozer includes a bulldozer and a push rod; the bulldozer is located in the inner cavity of the drill barrel; the bottom end of the push rod is fixedly connected to the bulldozer, and the top end is upward Punch out the top panel.
可选地,所述推土件设置有两根以上的所述推杆,各所述推杆环绕所述钻杆布置;所述推土件还包括定位环,所述定位环与各所述推杆的上部固连。Optionally, the bulldozer is provided with more than two push rods, and each of the push rods is arranged around the drill rod; the bulldozer also includes a positioning ring, and the positioning ring is connected to each of the The upper part of the push rod is fixedly connected.
可选地,所述锤击件包括锤击板以及衔接块,所述衔接块的顶端固连于所述锤击板的中心位置;所述锤击件设有供所述钻杆贯穿的孔部,所述孔部自所述衔接块的下端面延伸至所述锤击板的上板面。Optionally, the hammering member includes a hammering plate and an adapter block, the top end of the engaging block is fixedly connected to the center of the hammering plate; the hammering member is provided with a hole for the drill rod to pass through part, and the hole part extends from the lower end surface of the connecting block to the upper plate surface of the hammering plate.
可选地,所述锤击件还包括加强筋板,所述加强筋板设于所述锤击板的下板面和所述衔接块的外周面之间。Optionally, the hammering member further includes a rib plate, and the rib plate is arranged between the lower surface of the hammering plate and the outer peripheral surface of the connecting block.
可选地,所述钻杆的上部固连有钻柄,所述钻柄为与所述钻杆垂直的杆件;所述钻杆的顶端固连有用于承受锤击的受击部,所述受击部为板面面积大于所述钻杆横截面积的板体。Optionally, a drill shank is fixedly connected to the upper part of the drill rod, and the drill handle is a rod member perpendicular to the drill rod; The impacted part is a plate body with a plate surface area greater than the cross-sectional area of the drill pipe.
可选地,所述锤击式根钻还包括集土容器和承压平板;所述集土容器开口向上且能够立于所述承压平板上;所述承压平板的板面面积大于所述集土容器的横截面积;使用时,所述钻筒位于所述集土容器的上方,且所述钻筒的下部嵌于所述集土容器的内腔中。Optionally, the hammer-type root drill also includes a soil collection container and a pressure-bearing flat plate; the opening of the soil-collecting container is upward and can stand on the pressure-bearing flat plate; the surface area of the pressure-bearing flat plate is larger than the pressure-bearing flat plate The cross-sectional area of the soil collection container; when in use, the drill pipe is located above the soil collection container, and the lower part of the drill pipe is embedded in the inner cavity of the soil collection container.
可选地,所述锤击式根钻还包括限位杆,所述集土容器的侧壁顶端开设有两个限位凹槽;所述钻筒的侧壁上开设有两个限位通孔;使用时,所述限位杆的两端分别贯穿出一所述限位通孔且分别嵌于一所述限位凹槽中。Optionally, the hammer-type root drill also includes a limit rod, two limit grooves are opened on the top of the side wall of the soil collection container; two limit channels are opened on the side wall of the drill barrel. hole; when in use, the two ends of the limiting rod pass through a limiting through hole and are respectively embedded in a limiting groove.
可选地,所述推土板上设置有限位柱,所述限位柱的高度大于所述限位通孔的下缘与所述顶板之间的距离。Optionally, a limiting column is arranged on the bulldozing plate, and the height of the limiting column is greater than the distance between the lower edge of the limiting through hole and the top plate.
附图说明Description of drawings
图1为本实用新型提供的锤击式根钻一种具体实施例的部分结构示意图;Fig. 1 is the partial structure schematic diagram of a kind of specific embodiment of the hammer type root drill that the utility model provides;
图2为图1所示的结构与集土容器和承压平板配合使用的示意图;Fig. 2 is the schematic diagram that the structure shown in Fig. 1 cooperates with soil collecting container and bearing plate;
图3为图2的剖视示意图;Figure 3 is a schematic cross-sectional view of Figure 2;
图4为图1中钻杆及设于其上的部件的结构示意图。Fig. 4 is a structural schematic diagram of the drill pipe and the components arranged thereon in Fig. 1 .
图5为图1中钻筒及设于其上的部件的结构示意图;Fig. 5 is a structural schematic diagram of the drill barrel and the parts arranged thereon in Fig. 1;
图6为图1中锤击件的结构示意图。Fig. 6 is a structural schematic diagram of the hammering part in Fig. 1 .
图7为图1中推土件的结构示意图;Fig. 7 is a schematic structural view of the bulldozing part in Fig. 1;
图8为图2中集土容器和承压平板的结构示意图。Fig. 8 is a schematic structural view of the soil collecting container and the pressure-bearing plate in Fig. 2 .
图1至图8中的附图标记说明如下:The reference numerals among Fig. 1 to Fig. 8 are explained as follows:
11钻杆,12钻柄,13受击部;11 drill pipe, 12 drill shank, 13 hit part;
21钻筒,211锯齿,212限位通孔,22顶板,221小孔;21 drill barrel, 211 sawtooth, 212 limit through hole, 22 top plate, 221 small hole;
3锤击件,31锤击板,32衔接块,33加强筋板;3 hammering pieces, 31 hammering plates, 32 connecting blocks, 33 ribbed plates;
4推土件,41推土板,42推杆,43定位环,44限位柱;4 bulldozer parts, 41 bulldozer plates, 42 push rods, 43 positioning rings, 44 limit posts;
5集土容器,51限位凹槽;5 soil collection containers, 51 limit grooves;
6承压平板;7限位杆。6 pressure plate; 7 limit rod.
具体实施方式Detailed ways
为了使本技术领域的人员更好地理解本实用新型的技术方案,下面结合附图和具体实施方式对本实用新型作进一步的详细说明。In order to enable those skilled in the art to better understand the technical solution of the utility model, the utility model will be further described in detail below in conjunction with the accompanying drawings and specific embodiments.
首先需要说明的是,上下文所述的上、下、顶、底等方位词均是基于图中视角而言的,仅为了便于表述,而不应当理解为对技术方案的限定。另外上下文所述的一者与另一者固连,既包括一者通过连接结构与另一者连接,还包括一者与另一者一体设置。First of all, it should be noted that the orientation words such as up, down, top, and bottom mentioned in the context are based on the perspective in the figure, and are only for the convenience of expression, and should not be construed as limiting the technical solution. In addition, the fixed connection between one and the other mentioned above and below includes not only connecting one with the other through a connecting structure, but also including one being integrally arranged with the other.
请参考图1-图3,图1为本实用新型提供的锤击式根钻一种具体实施例的部分结构示意图;图2为图1所示的结构与集土容器和承压平板配合使用的示意图;图3为图2的剖视示意图。Please refer to Fig. 1-Fig. 3, Fig. 1 is a partial structural diagram of a specific embodiment of a hammer type root drill provided by the present invention; Fig. 2 is a structure shown in Fig. 1 used in conjunction with a soil collecting container and a pressure-bearing plate The schematic diagram; Figure 3 is a schematic cross-sectional view of Figure 2.
如图1所示,本实用新型提供的锤击式根钻包括钻杆11、锤击件3、推土件4和钻筒21。如图2和图3所示,该锤击式根钻还可以包括集土容器5、承压平板6和限位杆7。As shown in FIG. 1 , the hammer type root drill provided by the utility model includes a drill rod 11 , a hammering part 3 , a bulldozing part 4 and a drill barrel 21 . As shown in FIG. 2 and FIG. 3 , the hammer type root drill may also include a soil collecting container 5 , a pressure bearing plate 6 and a limit rod 7 .
请一并参考图1和图4,图4为图1中钻杆及设于其上的部件的结构示意图。Please refer to FIG. 1 and FIG. 4 together. FIG. 4 is a structural schematic diagram of the drill pipe and components arranged thereon in FIG. 1 .
如图所示,钻杆11沿上下方向延伸。钻杆11表面设有刻度,用于标识钻入土层的深度。优选的,钻杆11设置为具有较高强度的实心杆。As shown in the figure, the drill rod 11 extends in the vertical direction. The surface of the drill pipe 11 is provided with a scale for marking the depth of drilling into the soil layer. Preferably, the drill rod 11 is configured as a solid rod with relatively high strength.
并且,钻杆11的上部可以固连钻柄12,该钻柄12可以为垂直于钻杆11的杆件。设置钻柄12,便于对钻杆11实施操作。在具体实施例中,钻柄12的左右两端分别位于钻杆11的左右两侧,如此设置,操作时,可以一手把持钻柄12的左端,另一手把持钻柄12的右端。优选的,钻柄12的两端相对钻杆11是对称的。Moreover, the upper part of the drill rod 11 can be fixedly connected with the drill handle 12, and the drill handle 12 can be a rod member perpendicular to the drill rod 11. A drill handle 12 is provided to facilitate the operation of the drill rod 11 . In a specific embodiment, the left and right ends of the drill handle 12 are respectively located on the left and right sides of the drill rod 11, so that when operating, the left end of the drill handle 12 can be held with one hand, and the right end of the drill handle 12 can be held with the other hand. Preferably, both ends of the drill shank 12 are symmetrical with respect to the drill rod 11 .
并且,钻杆11的顶端可以固连用于承受锤击的受击部13。具体的,该受击部13可以为板面面积大于钻杆11横截面积的板体。Moreover, the top end of the drill rod 11 can be fixedly connected to the impacted part 13 for bearing hammering. Specifically, the struck portion 13 may be a plate body with a plate surface area greater than the cross-sectional area of the drill rod 11 .
请一并参考图1和图5,图5为图1中钻筒及设于其上的部件的结构示意图。Please refer to FIG. 1 and FIG. 5 together. FIG. 5 is a structural schematic diagram of the drill barrel and components disposed thereon in FIG. 1 .
如图所示,钻筒21也沿上下方向延伸,并且钻筒21的顶端设置顶板22,顶板22固连于钻杆11的底端。优选的,顶板22的中心位置固连于钻杆11的底端。该顶板22上设置有供上述推土件4贯穿的小孔221。As shown in the figure, the drill tube 21 also extends vertically, and a top plate 22 is provided on the top end of the drill tube 21 , and the top plate 22 is fixedly connected to the bottom end of the drill rod 11 . Preferably, the center of the top plate 22 is fixedly connected to the bottom end of the drill rod 11 . The top plate 22 is provided with a small hole 221 through which the bulldozer 4 passes.
并且,钻筒21表面也设有刻度,用于标识钻入土层的深度。并且,钻筒21的底端可以设置锯齿211,设置锯齿211可以割断阻碍钻筒21向更深的土层钻入的根系。并且,钻筒21的侧壁上开设有两个供上述限位杆7穿过的限位通孔212。Moreover, the surface of the drill barrel 21 is also provided with a scale for marking the depth of drilling into the soil layer. Moreover, the bottom end of the drill tube 21 can be provided with sawtooth 211, which can cut off the root system that hinders the drill tube 21 from drilling into deeper soil layers. Moreover, two limiting through-holes 212 through which the above-mentioned limiting rod 7 passes are opened on the side wall of the drill tube 21 .
请一并参考图1和图6,图6为图1中锤击件的结构示意图。Please refer to FIG. 1 and FIG. 6 together. FIG. 6 is a schematic structural diagram of the hammering part in FIG. 1 .
如图所示,锤击件3外套于钻杆11上,且能够上下移动。具体的,锤击件3包括锤击板31以及衔接块32。该衔接块32的顶端固连于锤击板31的中心位置。供钻杆11贯穿的孔部自锤击板31的上端面一直延伸至衔接块32的下板面。As shown in the figure, the hammering member 3 is sheathed on the drill rod 11 and can move up and down. Specifically, the hammering member 3 includes a hammering plate 31 and a connecting block 32 . The top end of the connecting block 32 is fixedly connected to the center of the hammer plate 31 . The hole through which the drill rod 11 passes extends from the upper end surface of the hammer plate 31 to the lower plate surface of the connecting block 32 .
并且,锤击件3还可以包括加强筋板33。具体的,该加强筋板33设于所述锤击板31的下板面和所述衔接快的外周面之间,且整体垂直于锤击板31。通过设置加强筋板33,可以增强该锤击件3的强度,使其能够承受较大力度的锤击。Moreover, the hammering member 3 may further include a rib plate 33 . Specifically, the reinforcing rib plate 33 is arranged between the lower plate surface of the hammering plate 31 and the outer peripheral surface of the connecting fast, and is perpendicular to the hammering plate 31 as a whole. By arranging the reinforcing rib plate 33, the strength of the hammering part 3 can be enhanced, so that it can withstand hammering with a greater force.
请一并参考图3和图7,图7为图1中推土件的结构示意图。Please refer to FIG. 3 and FIG. 7 together. FIG. 7 is a schematic structural diagram of the bulldozer in FIG. 1 .
如图所示,推土件4设置于上述锤击件3的下方,且推土件4的下部嵌于钻筒21的内腔中。并且,推土件4能够上下移动。优选的,推土件4的高度与钻筒21的深度一致。As shown in the figure, the bulldozer 4 is arranged below the above-mentioned hammer 3 , and the lower part of the bulldozer 4 is embedded in the inner cavity of the drill tube 21 . Also, the bulldozer 4 can move up and down. Preferably, the height of the bulldozer 4 is consistent with the depth of the drill tube 21 .
具体的,该推土件4包括推土板41以及推杆42。该推土板41位于钻筒21的内腔中。该推杆42的底端固连于推土板41、顶端向上穿过顶板22上开设的小孔221,伸出至顶板22上方。Specifically, the bulldozer 4 includes a bulldozer blade 41 and a push rod 42 . The bulldozing blade 41 is located in the inner cavity of the drill barrel 21 . The bottom end of the push rod 42 is fixedly connected to the bulldozing plate 41 , and the top end passes through the small hole 221 provided on the top plate 22 upwards, and stretches out to the top of the top plate 22 .
优选的,推土件4设置两根以上(包括两根)的推杆42(图中设置三根),且各推杆42环绕钻杆11均匀布置,如此设置,便于通过推杆42向推土板41均匀施力,规避推土板41由于受力不均而卡塞于钻筒21内腔的风险。当设置两根以上的推杆42时,推土件4还包括定位环43,定位环43与各推杆42的上部固连,如此设置使推土件4的结构更加稳固。Preferably, the bulldozing member 4 is provided with more than two (including two) push rods 42 (three are set in the figure), and each push rod 42 is evenly arranged around the drill rod 11, so that it is convenient to use the push rod 42 to push the earth The plate 41 exerts force evenly, avoiding the risk that the bulldozing plate 41 is stuck in the inner cavity of the drill tube 21 due to uneven force. When more than two push rods 42 are set, the bulldozer 4 also includes a positioning ring 43, which is fixedly connected to the top of each push rod 42, so that the structure of the bulldozer 4 is more stable.
并且,推土件4还包括限位柱44,限位柱44的底端固连于推土板41。该限位柱44的高度大于上述钻筒21侧壁上开设的限位通孔212的下缘与顶板22的距离。如此设置,当推土件4向上移动至极限位置时,限位柱44的顶端抵触顶板22,使推土板41与抵触顶板22之间的最小距离为限位柱44的高度,此时限位通孔212的下缘位于推土板41的上侧,相应的,穿过限位通孔212的限位杆7也位于推土板41的上侧,从而规避了推土板41过渡上移致使的限位杆7位于推土板41的下侧的风险。Moreover, the bulldozer 4 further includes a limiting column 44 , and the bottom end of the limiting column 44 is fixedly connected to the bulldozing plate 41 . The height of the limiting column 44 is greater than the distance between the lower edge of the limiting through hole 212 opened on the side wall of the drill tube 21 and the top plate 22 . So set, when the bulldozer 4 moves upwards to the limit position, the top of the limit column 44 collides with the top plate 22, so that the minimum distance between the bulldozing plate 41 and the collision top plate 22 is the height of the limit column 44. The lower edge of the through hole 212 is located on the upper side of the bulldozing blade 41, and correspondingly, the stop rod 7 passing through the limiting through hole 212 is also located on the upper side of the bulldozing blade 41, thereby avoiding the transition of the bulldozing blade 41 from moving upwards. The risk that the limit bar 7 that causes is positioned at the lower side of bulldozing blade 41.
优选的,设置两根以上(图中设置了六根)的限位柱44,且各限位柱44环绕钻杆11均匀布置。当然,理论上,仅设置一根限位柱44也是可以的。此外,需要说明的是,也可以将该限位柱44设置于顶板22上,使限位柱44的顶端固连顶板22。Preferably, more than two (six are provided in the figure) limit columns 44 are provided, and each limit column 44 is uniformly arranged around the drill pipe 11 . Of course, in theory, it is also possible to set only one limiting column 44 . In addition, it should be noted that the limiting column 44 may also be disposed on the top plate 22 , so that the top end of the limiting column 44 is fixedly connected to the top plate 22 .
请一并参考图2、图3和图8,图8为图2中集土容器和承压平板的结构示意图。Please refer to Fig. 2, Fig. 3 and Fig. 8 together. Fig. 8 is a schematic structural diagram of the soil collecting container and the pressure-bearing plate in Fig. 2 .
如图所示,所述集土容器5开口向上且能够立在水平面上。使用时,使该集土容器5立于水平面上,钻筒21位于该集土容器5的上方,且使钻筒21的下部嵌于集土容器5的内腔中,使钻筒21推出的样土进入该集土容器5中。As shown in the figure, the soil collecting container 5 opens upward and can stand on a horizontal plane. During use, make this soil collection container 5 stand on the horizontal plane, drill pipe 21 is positioned at the top of this soil collection container 5, and the bottom of drill pipe 21 is embedded in the inner chamber of soil collection container 5, makes the drill pipe 21 push out Sample soil enters in this soil collection container 5.
具体的,该集土容器5的侧壁顶端可以开设两个限位凹槽51,上述限位杆7的一端贯穿出对应的限位通孔212后嵌于一限位凹槽51中,另一端贯穿出对应的限位通孔212后嵌于另一限位凹槽51中。如此设置,当进行将钻筒21内的样土排出钻筒21这一采样步骤时,可以使钻筒21通过限位杆7、限位通孔212和限位凹槽51的配合支撑在该集土容器5上方,而无需人力举托起钻筒21或者费力寻找其他的支撑部件支撑钻筒21。Specifically, the top of the side wall of the soil collection container 5 can be provided with two limiting grooves 51, and one end of the above-mentioned limiting rod 7 penetrates through the corresponding limiting through hole 212 and is embedded in a limiting groove 51. One end passes through the corresponding limiting through hole 212 and is embedded in the other limiting groove 51 . So arranged, when carrying out the sampling step of discharging the sample soil in the drill tube 21 from the drill tube 21, the drill tube 21 can be supported in this position by the cooperation of the limit rod 7, the limit through hole 212 and the limit groove 51. Above the soil collecting container 5, there is no need to manually lift the drill tube 21 or find other supporting components to support the drill tube 21.
并且,如图所示,所述承压平板6的板面面积大于该集土容器5的横截面积。使用时,将集土容器5立于该承压平板6上。如此设置,既便于集土容器5稳固地立住,还可以规避锤击锤击件3时使集土容器5陷入土层中的风险。And, as shown in the figure, the surface area of the pressure-bearing plate 6 is larger than the cross-sectional area of the soil collecting container 5 . During use, the soil collecting container 5 is erected on the pressure-bearing flat plate 6 . Such setting not only facilitates the soil collecting container 5 to stand stably, but also avoids the risk of the soil collecting container 5 sinking into the soil layer when the hammering part 3 is hammered.
下面具体描述该锤击式根钻的使用过程:The use process of this hammer type root drill is described in detail below:
首先进行从田间钻取根样到钻筒21中这一过程,具体步骤为:先使钻筒21立于(当然如果需要也可以倾斜设置)土面上,把持住钻柄12,用锤子敲击受击部13,此时钻筒21逐渐钻入土层中。敲击的过程中,实时观测钻筒21上的或者钻杆11上的刻度,当钻筒21钻入到预定的深度时,停止敲击受击部13。然后,把持住钻柄12,将钻筒21自土层中拔出。First carry out this process of drilling the root sample from the field into the drill tube 21. The specific steps are: first make the drill tube 21 stand on the soil surface (if necessary, it can also be inclined to set) the soil surface, hold the drill handle 12, and knock it with a hammer. Hit the impact portion 13, and now the drill tube 21 is gradually drilled into the soil layer. During the knocking process, the scale on the drill tube 21 or the drill rod 11 is observed in real time, and when the drill tube 21 is drilled to a predetermined depth, the knocking on the affected part 13 is stopped. Then, hold the drill shank 12, and the drill pipe 21 is pulled out from the soil layer.
然后进行从钻筒21中移出样土这一过程,具体步骤为:先将承压平板6平铺在水平地面上,并将集土容器5立在承压平板6的板面上。再使限位杆7依次穿过一限位通孔212、顶板22和推土板41之间的空间、另一限位通孔212。之后,将钻筒21安放于集土容器5的上方,使钻筒21的下部嵌于集土容器5的内腔中,并使限位杆7的两端分别嵌入一限位凹槽51中。然后,把持住钻柄12,用锤子敲击锤击板31,通过推杆42带动推土板41向下移动,最终使样土自钻筒21中排出,收集到集土容器5的内腔中。Then carry out this process of removing the sample soil from the drill pipe 21, and the specific steps are: first lay the pressure-bearing flat plate 6 on the level ground, and stand the soil-collecting container 5 on the plate surface of the pressure-bearing flat plate 6 . Then the limiting rod 7 passes through a limiting through hole 212 , the space between the top plate 22 and the bulldozing plate 41 , and another limiting through hole 212 in sequence. Afterwards, the drill tube 21 is placed on the top of the soil collection container 5, the bottom of the drill tube 21 is embedded in the inner cavity of the soil collection container 5, and the two ends of the stop rod 7 are respectively embedded in a stop groove 51 . Then, hold the drill shank 12, knock the hammer plate 31 with a hammer, drive the bulldozing plate 41 to move downward through the push rod 42, and finally the sample soil is discharged from the drill barrel 21 and collected into the inner cavity of the soil collection container 5 middle.
优选的,该锤击式根钻的上述各部件均设置为经济耐用的不锈钢材质。Preferably, the above-mentioned components of the hammer-type root drill are all made of economical and durable stainless steel.
以上对本实用新型所提供的一种锤击式根钻进行了详细介绍。本文中应用了具体个例对本实用新型的原理及实施方式进行了阐述,以上实施例的说明只是用于帮助理解本实用新型的方法及其核心思想。应当指出,对于本技术领域的普通技术人员来说,在不脱离本实用新型原理的前提下,还可以对本实用新型进行若干改进和修饰,这些改进和修饰也落入本实用新型权利要求的保护范围内。The hammer type root drill provided by the utility model has been introduced in detail above. In this paper, specific examples are used to illustrate the principle and implementation of the present utility model, and the descriptions of the above embodiments are only used to help understand the method and core idea of the present utility model. It should be pointed out that for those of ordinary skill in the art, without departing from the principle of the utility model, some improvements and modifications can also be made to the utility model, and these improvements and modifications also fall into the protection of the claims of the utility model. within range.
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