CN220205307U - Foundation settlement monitoring device - Google Patents
Foundation settlement monitoring device Download PDFInfo
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- CN220205307U CN220205307U CN202321480277.XU CN202321480277U CN220205307U CN 220205307 U CN220205307 U CN 220205307U CN 202321480277 U CN202321480277 U CN 202321480277U CN 220205307 U CN220205307 U CN 220205307U
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- foundation settlement
- rod body
- bracket
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Abstract
Description
技术领域Technical field
本申请涉及监测装置技术领域,尤其涉及一种具有便携功能的地基沉降监测装置。The present application relates to the technical field of monitoring devices, and in particular to a foundation settlement monitoring device with a portable function.
背景技术Background technique
现有技术中,通常选用全站仪进行地基的沉降测量操作,然而现有全站仪的支架在使用时,其在纵向能够调节的高度数值有限,而且其支架本身并不具有角度调节功能,仅能够依靠全站仪自身的小角度调节操作,这对于在一些凹凸不平的地面进行沉降测量时,仅依靠全站仪自身的小角度调节操作,无法令全站仪保持水平状态。In the existing technology, a total station is usually used for foundation settlement measurement operations. However, when the bracket of the existing total station is used, its height that can be adjusted longitudinally is limited, and the bracket itself does not have an angle adjustment function. It can only rely on the small-angle adjustment operation of the total station itself. When conducting settlement measurements on some uneven ground, it is impossible to keep the total station level by relying only on the small-angle adjustment operation of the total station itself.
实用新型内容Utility model content
本申请所要解决的问题是现有的全站仪在地表凹凸不平的地面进行购沉降测量时,由于其本身所能够调节的角度有限,而所配备的支架又不具有角度调节功能,从而使得全站仪无法保持水平状态进行测量操作的问题。The problem to be solved by this application is that when the existing total station performs settlement measurement on uneven ground, the angle it can adjust is limited, and the bracket it is equipped with does not have an angle adjustment function, so that the total station cannot adjust the angle. The station cannot maintain a horizontal state for measurement operations.
为解决上述技术问题,本申请提供了一种地基沉降监测装置,包括用于进行地基沉降测量操作的全站仪,还包括设置于全站仪正下方用于进行平稳支撑操作且高度可以进行多级调节的支架,支架的顶部还设置有能够对全站仪进行大角度调节操作的调节组件。In order to solve the above technical problems, this application provides a foundation settlement monitoring device, which includes a total station for performing foundation settlement measurement operations, and also includes a total station installed directly below the total station for stable support operations and with multiple heights. The bracket has a level of adjustment, and the top of the bracket is also equipped with an adjustment component that can adjust the total station at a large angle.
由于本申请的监测装置设计了支架和调节组件,因此既能够在高度方向进行多级调节操作,又能够在空间内进行角度调节操作,解决了现有技术的全站仪在地表凹凸不平的地面进行购沉降测量时,由于其本身所能够调节的角度有限,而所配备的支架又不具有角度调节功能,从而使得全站仪无法保持水平状态进行测量操作的问题。Since the monitoring device of this application is designed with a bracket and an adjustment component, it can not only perform multi-level adjustment operations in the height direction, but also perform angle adjustment operations in space, which solves the problem of the existing technology total station having uneven ground. When performing settlement measurements, the total station cannot maintain a horizontal state for measurement operations due to the limited angle it can adjust, and the bracket it is equipped with does not have an angle adjustment function.
附图说明Description of drawings
图1为实施例的立体结构示意图。Figure 1 is a schematic three-dimensional structural diagram of the embodiment.
图2为实施例的正视结构示意图。Figure 2 is a schematic front view of the structure of the embodiment.
图3为支架的立体结构示意图。Figure 3 is a schematic diagram of the three-dimensional structure of the bracket.
图4为下杆体的结构示意图。Figure 4 is a schematic structural diagram of the lower rod body.
图5为连接片、限位板的上部结构示意图。Figure 5 is a schematic diagram of the upper structure of the connecting piece and limiting plate.
图6为连接片、限位板的下部结构示意图。Figure 6 is a schematic diagram of the lower structure of the connecting piece and limiting plate.
图7为调节组件的结构示意图。Figure 7 is a schematic structural diagram of the adjustment assembly.
图8为水平调节件的结构示意图。Figure 8 is a schematic structural diagram of the horizontal adjustment member.
图9为竖直调节件的左侧结构示意图。Figure 9 is a schematic structural diagram of the left side of the vertical adjustment member.
图10为竖直调节件的右侧结构示意图。Figure 10 is a schematic structural diagram of the right side of the vertical adjustment member.
图中:1、全站仪;2、调节组件;3、支架;4、基座;5、上杆体;6、锁止件;7、下杆体;8、连接片;9、限位板;10、减重孔;11、定位凹槽;12、通槽;13、扣件;14、竖直调节件;15、水平调节件;16、托座;17、水平蜗杆;18、载座;19、水平锥轮;20、载架;21、竖直蜗杆;22、竖直锥轮。In the picture: 1. Total station; 2. Adjustment component; 3. Bracket; 4. Base; 5. Upper rod body; 6. Locking piece; 7. Lower rod body; 8. Connecting piece; 9. Limiting plate; 10. Weight reduction hole; 11. Positioning groove; 12. Through slot; 13. Fastener; 14. Vertical adjustment piece; 15. Horizontal adjustment piece; 16. Bracket; 17. Horizontal worm; 18. Carrier seat; 19. Horizontal cone wheel; 20. Carrier; 21. Vertical worm; 22. Vertical cone wheel.
具体实施方式Detailed ways
下面将结合本申请实施例中的附图,对本申请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申请一部分实施例,而不是全部的实施例。基于本申请中的实施例,本领域普通技术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,都属于本申请保护的范围。The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present application. Obviously, the described embodiments are only some of the embodiments of the present application, rather than all of the embodiments. Based on the embodiments in this application, all other embodiments obtained by those of ordinary skill in the art without creative efforts fall within the scope of protection of this application.
实施例Example
本申请涉及一种地基沉降监测装置,如图1-10所示,该监测装置包括用于进行地基沉降测量操作的全站仪1,以及设置于全站仪1正下方用于进行平稳支撑操作且高度可以进行多级调节的支架3,而为了能够对全站仪1进行大角度的水平校准操作,因此,在支架3的顶部还设置有能够对全站仪1进行大角度(水平方向和竖直方向)调节操作的调节组件2。This application relates to a foundation settlement monitoring device, as shown in Figure 1-10. The monitoring device includes a total station 1 for performing foundation settlement measurement operations, and a total station 1 placed directly below the total station 1 for stable support operations. And the height of the bracket 3 can be adjusted in multiple levels. In order to be able to perform a large-angle horizontal calibration operation on the total station 1, there is also a bracket 3 on the top of the bracket 3 that can perform a large-angle (horizontal and horizontal) calibration operation on the total station 1. Vertical direction) Adjustment component 2 for adjustment operation.
支架3包括基座4、杆体、连接片8、限位板9,基座4布置在全站仪1的正下方,基座4的下部周向方向均匀设置有多个用于起支撑作用的杆体,杆体的数量为多个,为了节约成本,且简化支架3的结构及重量,因此杆体的数量优选为三个,当杆体的数量为三个时,呈三角形结构布置,连接片8设置在杆体的内侧,且能够绕着杆体发生上下转动,为了能够对杆体的展开角度起到限位作用,因此,在基座4的正下方设置有与连接片8相连接的限位板9,从而通过限位板9对连接片8起到牵引作用,而连接片8又对杆体起到牵引作用,从而实现支架3的有效固定。The bracket 3 includes a base 4, a rod body, a connecting piece 8, and a limiting plate 9. The base 4 is arranged directly below the total station 1. The lower part of the base 4 is evenly provided with a plurality of supports for support in the circumferential direction. The number of rod bodies is multiple. In order to save costs and simplify the structure and weight of the bracket 3, the number of rod bodies is preferably three. When the number of rod bodies is three, it is arranged in a triangular structure, and the connecting piece 8 is arranged on The inner side of the rod body can rotate up and down around the rod body. In order to limit the unfolding angle of the rod body, a limiting plate 9 connected to the connecting piece 8 is provided directly below the base 4, so that The limiting plate 9 plays a pulling effect on the connecting piece 8, and the connecting piece 8 plays a pulling effect on the rod body, thereby achieving effective fixation of the bracket 3.
为了能够对支架3的高度进行多级自由调节,因此杆体分为可伸缩布置的上杆体5和下杆体7,下杆体7可伸缩布置于上杆体5内部,为了能够实现多级调节,因此,在下杆体7的侧壁上开设置有定位凹槽11,而在上杆体5的底端则设置有能够对下杆体7的定位凹槽11起限位作用的锁止件6,锁止件6可以为螺杆、锚栓或者其他具有同样限位功能的构件。In order to achieve multi-level free adjustment of the height of the bracket 3, the rod body is divided into a telescopically arranged upper rod body 5 and a lower rod body 7. The lower rod body 7 is telescopically arranged inside the upper rod body 5. In order to achieve multi-level adjustment, therefore, A positioning groove 11 is provided on the side wall of the lower rod body 7, and a locking member 6 that can limit the positioning groove 11 of the lower rod body 7 is provided at the bottom end of the upper rod body 5. The locking member 6 It can be screws, anchors or other components with the same limiting function.
而为了能够实现支架3的轻量化,减少人员搬运时的劳动强度,因此在上杆体5和下杆体7上部均匀开设有减重孔10,使得支架3的重量能够大幅度减轻,从而便于人员进行搬运操作。In order to reduce the weight of the bracket 3 and reduce the labor intensity during transportation, weight reduction holes 10 are evenly provided on the upper parts of the upper rod body 5 and the lower rod body 7, so that the weight of the bracket 3 can be greatly reduced, thereby making it easier for personnel to carry it. handling operations.
而为了能够延伸杆体的伸展范围,因此连接片8上部开设有直槽口状的通槽12,而限位板9上部设置有能够在通槽12内部滑动的扣件13,从而使得连接片8能够进一步向外伸展,从而增大杆体的伸展范围。In order to extend the extension range of the rod body, the upper part of the connecting piece 8 is provided with a straight slot-shaped through slot 12, and the upper part of the limiting plate 9 is provided with a fastener 13 that can slide inside the through slot 12, so that the connecting piece 8 Ability to extend further outward, thereby increasing the reach of the pole.
调节组件2包括托座16、水平调节件15、竖直调节件14,托座16设置在基座4的正上方,水平调节件15设置在托座16的正上方,从而能够对全站仪1进行水平方向的角度调节操作,实现了全站仪1的水平方向的大角度调节操作,而在水平调节件15的正上方还设置有竖直调节件14,从而能够对全站仪1进行竖直方向的调节操作,实现了全站仪1的竖直方向的大角度调节操作,而通过水平调节件15和竖直调节件14的调节叠加,便实现了全站仪1在三维空间内的角度调节操作,使得全站仪1能够适应凹凸不平地形的沉降勘测操作。The adjustment assembly 2 includes a bracket 16, a horizontal adjustment part 15, and a vertical adjustment part 14. The bracket 16 is arranged directly above the base 4, and the horizontal adjustment part 15 is arranged directly above the bracket 16, so that the total station can be adjusted. 1 performs the horizontal angle adjustment operation to realize the large-angle adjustment operation of the total station 1 in the horizontal direction, and a vertical adjustment member 14 is also provided directly above the horizontal adjustment member 15, so that the total station 1 can be adjusted The adjustment operation in the vertical direction realizes the large-angle adjustment operation of the total station 1 in the vertical direction, and through the adjustment and superposition of the horizontal adjustment member 15 and the vertical adjustment member 14, the total station 1 can be adjusted in a three-dimensional space. The angle adjustment operation enables the total station 1 to adapt to settlement survey operations on uneven terrain.
水平调节件15包括载座18、水平锥轮19、水平蜗杆17,水平锥轮19设置在托座16的正上方并与其固定连接,水平锥轮19的上部设置有能够绕其着发生转动的载座18,而在载座18的一侧设置有与水平锥轮19啮合连接的水平蜗杆17,从而通过转动水平蜗杆17,便能够使得载座18绕着托座16发生转动,而水平蜗杆17与水平锥轮19之间借助两者的啮合连接关系,使得仅能够通过转动水平蜗杆17来驱动载座18发生转动,从而能够保证水平调节件15在控制全站仪1进行水平转动时的精准度。The horizontal adjustment member 15 includes a carrier 18, a horizontal cone wheel 19, and a horizontal worm 17. The horizontal cone wheel 19 is arranged directly above the bracket 16 and is fixedly connected to it. The carrier 18 is provided with a horizontal worm 17 meshingly connected with the horizontal cone wheel 19 on one side of the carrier 18, so that by rotating the horizontal worm 17, the carrier 18 can rotate around the bracket 16, and the horizontal worm 17 and the horizontal cone wheel 19 rely on the meshing connection relationship between the two, so that the carrier 18 can be driven to rotate only by rotating the horizontal worm 17, thereby ensuring that the horizontal adjustment member 15 controls the horizontal rotation of the total station 1. Accuracy.
竖直调节件14包括载架20、竖直锥轮22、竖直蜗杆21,载架20设置在载座18的顶部,且能够绕着其发生竖直方向的转动操作,竖直锥轮22设置在载座18的右侧并与其固定连接,竖直蜗杆21设置在载架20的右侧,竖直锥轮22与竖直蜗杆21之间采用啮合连接,从而通过转动竖直蜗杆21,使得载架20能够绕着载座18发生转动操作。The vertical adjustment member 14 includes a carrier 20, a vertical cone wheel 22, and a vertical worm 21. The carrier 20 is arranged on the top of the carrier 18 and can rotate in the vertical direction around it. The vertical cone wheel 22 The vertical bevel wheel 22 and the vertical worm 21 are engaged and connected, so that by rotating the vertical worm 21, This enables the carrier 20 to rotate around the carrier 18 .
使用时,通过将上杆体5、下杆体7按照所需高度尺寸伸展开来,由于连接片8和限位板9设置在上杆体5之间,因此下杆体7的伸出长度,可以按照使用场景的地面来进行适当调节,使得每个下杆体7之间能够分别进行单独调节,随即在通过转动水平调节件15和竖直调节件14,进行全站仪1的大角度调节操作,使得全站仪1实现标准的水平测量状态,然后再通过全站仪1自身的小角度调节,进行点位的沉降测量操作,从而相较于传统的支架3,本申请的支架3功能丰富,且整体重量较轻,有效地提升了全站仪1在凹凸不平地面的水平基准校正操作,保证了全站仪1的测量精度。During use, by extending the upper rod body 5 and the lower rod body 7 according to the required height size, since the connecting piece 8 and the limiting plate 9 are arranged between the upper rod bodies 5, the extension length of the lower rod body 7 can be adjusted according to the use. Make appropriate adjustments to the ground of the scene so that each lower rod body 7 can be adjusted individually. Then, by rotating the horizontal adjustment member 15 and the vertical adjustment member 14, perform a large-angle adjustment operation of the total station 1, so that the entire station 1 can be adjusted at a large angle. The station 1 achieves a standard horizontal measurement state, and then performs point settlement measurement operations through the small angle adjustment of the total station 1 itself. Therefore, compared with the traditional bracket 3, the bracket 3 of this application has rich functions and is overall The light weight effectively improves the horizontal reference correction operation of the total station 1 on uneven ground and ensures the measurement accuracy of the total station 1.
可以理解,本申请是通过一些实施例进行描述的,本领域技术人员知悉的,在不脱离本申请的精神和范围的情况下,可以对这些特征和实施例进行各种改变或等效替换。另外,在本申请的教导下,可以对这些特征和实施例进行修改以适应具体的情况及材料而不会脱离本申请的精神和范围。因此,本申请不受此处公开的具体实施例的限制,所有落入本申请的权利要求范围内的实施例都属于本申请所保护的范围内。It can be understood that the present application has been described through some embodiments. Those skilled in the art know that various changes or equivalent substitutions can be made to these features and embodiments without departing from the spirit and scope of the present application. In addition, the features and embodiments may be modified to adapt a particular situation and material to the teachings of this application without departing from the spirit and scope of this application. Therefore, this application is not limited by the specific embodiments disclosed here, and all embodiments falling within the scope of the claims of this application belong to the scope of protection of this application.
Claims (10)
Priority Applications (1)
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CN202321480277.XU CN220205307U (en) | 2023-06-12 | 2023-06-12 | Foundation settlement monitoring device |
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CN202321480277.XU CN220205307U (en) | 2023-06-12 | 2023-06-12 | Foundation settlement monitoring device |
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CN220205307U true CN220205307U (en) | 2023-12-19 |
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- 2023-06-12 CN CN202321480277.XU patent/CN220205307U/en not_active Expired - Fee Related
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Granted publication date: 20231219 |