Visual gradient measuring device
By designing a visual slope measurement device including a dial and a laser in the earthwork engineering, the inconvenience of slope measurement and multi-stage slope control problems in the prior art are solved, simple and accurate slope measurement is achieved, and project quality and construction are improved. efficiency.
Patent Information
- Application Number
- CN202421035657.7
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-05-14
- Publication Date
- 2024-12-17
- Estimated Expiration
- 2034-05-14
AI Technical Summary
In earthwork engineering, the existing slope measurement methods are troublesome to operate, are limited by external conditions, and it is difficult to accurately measure multi-stage slopes, which affects the quality of the project and leads to rework and waste of resources.
A visual slope measurement device is designed, including the body, a scale pointer, a dial and a laser. The dial is adjusted to the designed slope. The laser projectes a virtual reference line, and measures the distance between the virtual reference line and the slope to be measured, which directly obtains the Thickness of the slope surface simplifies operation and reduces costs.
It realizes that while ensuring measurement accuracy, it simplifies the operating process, reduces dependence on external conditions, improves measurement speed and accuracy, and is suitable for multi-stage slope earthwork construction.
Smart Images

Figure CN222188329U_ABST
Abstract
Description
Technical Field
[0001] The utility model belongs to the field of slope measurement, in particular to a visual slope measurement device. Background Art
[0002] There are many kinds of slope control methods in the construction process of earthwork engineering. In particular, the majority of construction workers have many ways to control the slope in basic construction. The traditional methods in the past include step excavation method, sample frame method, distance vertical line method, and the tools for controlling the slope include slope ruler, slope inspection board, etc. However, these methods are more troublesome to operate, especially when detecting the slope of the project. For example: to measure the slope by the distance vertical line method, first measure the horizontal distance of multiple slopes, and then calculate the slope ratio of the slope. When measuring, it cannot be used when the wind is strong, because the wind will blow the tape measure, causing measurement errors and making the calculated slope ratio inaccurate. Therefore, the distance vertical line method is limited by certain external conditions, and the measurement speed is slow and difficult to master; the slope ruler is also limited by certain conditions when measuring the slope. What kind of slope ruler can only measure what kind of slope.
[0003] Secondly, most current projects have multi-level slopes with large drop heights. Therefore, in earthwork construction, it is very important to control the slope standard. Whether it is the filling construction of embankments (dams), canal embankments or the foundation construction of other types of buildings, it is very important to strictly control the slope. Otherwise, it will affect the quality of the project, and in serious cases, it will cause rework and waste manpower and material resources. Utility Model Content
[0004] In view of this, the utility model aims to provide a visual slope measuring device to solve the problem of inconvenience in slope measurement in existing earthwork projects.
[0005] To achieve the above-mentioned purpose, the utility model adopts the following technical scheme: a visual slope measuring device, which includes a main body, a scale pointer, a dial and a laser, wherein the dial is arranged on one side of the main body, the dial is provided with an angle scale, the main body is rotatably connected with a rotating ring, the two sides of the rotating ring are provided with a scale pointer and a laser, the laser and the scale pointer are arranged coaxially and in the same direction, and the scale pointer corresponds to the position of the dial.
[0006] Furthermore, a pointer adjuster is rotatably connected to the main body, and the pointer adjuster is connected to the rotating ring.
[0007] Furthermore, the pointer adjuster is connected to the rotating ring through a gear set.
[0008] Furthermore, a ground bracket is provided at the bottom of the main body.
[0009] Furthermore, the floor insert bracket is a telescopic floor insert bracket.
[0010] Furthermore, the main body and the telescopic ground bracket are connected by a bolt interface.
[0011] Furthermore, a level is provided on the inner ring of the rotating ring.
[0012] Furthermore, the level is a tube level.
[0013] Furthermore, a handle is provided on the body.
[0014] Furthermore, the body is made of plastic.
[0015] Compared with the prior art, the utility model has the following beneficial effects: the utility model can be adjusted to the designed slope according to the dial, a virtual reference line can be projected by a laser, and the vertical distance between the virtual reference line and the slope to be measured can be measured, so the thickness of the slope to be measured can be directly obtained. The visual slope measuring device can simplify the structure while ensuring that the road slope can be measured, and has the characteristics of being reasonable, easy to operate, low cost, and less affected by external adverse factors. It has broad prospects for promotion and application in earthwork engineering construction. BRIEF DESCRIPTION OF THE DRAWINGS
[0016] The accompanying drawings constituting a part of the present invention are used to provide a further understanding of the present invention. The illustrative embodiments of the present invention and their descriptions are used to explain the present invention and do not constitute an improper limitation on the present invention. In the accompanying drawings:
[0017] Figure 1 This is a front structural schematic diagram of a visual slope measurement device according to the utility model;
[0018] Figure 2 This is a schematic diagram of the back structure of a visual slope measurement device described in the utility model;
[0019] Figure 3 The utility model is a schematic diagram of the internal structure of a visual slope measurement device.
[0020] In the figure:
[0021] 1-pointer adjuster, 2-scale pointer, 3-dial, 4-handle, 5-level, 6-ground bracket, 7-laser. DETAILED DESCRIPTION
[0022] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely explain the technical solutions in the embodiments of the utility model. It should be noted that the embodiments and features in the embodiments of the utility model can be combined with each other without conflict, and the described embodiments are only part of the embodiments of the utility model, not all of the embodiments.
[0023] See also Figure 1-3 The present embodiment is described as a visual slope measuring device, which includes a main body, a scale pointer 2, a dial 3 and a laser 7. The dial 3 is arranged on one side of the main body, and an angle scale is arranged on the dial 3. A rotating ring is rotatably connected to the main body, and the scale pointer 2 and the laser 7 are arranged on both sides of the rotating ring. The laser 7 is coaxially and oriented with the scale pointer 2, and the scale pointer 2 corresponds to the position of the dial 3.
[0024] When in use, place the visual slope measuring device at the reference point at the top or foot of the measured slope, adjust the scale pointer 2 to the designed slope according to the dial 3, and during the adjustment process, the laser 7 and the scale pointer 2 rotate synchronously on the same axis and in the same direction under the drive of the rotating ring. After adjusting to the designed slope, turn on the laser 7 to project a virtual reference line through the laser, measure the vertical distance between the reference line and the slope to be measured, and the thickness of the slope to be measured can be directly obtained. The construction can be controlled by measuring the vertical distance from the virtual reference line to the surface to be measured.
[0025] In this embodiment, the body is rotatably connected with a pointer adjuster 1, and the pointer adjuster 1 is connected to a rotating ring. The rotating ring is driven to rotate by rotating the pointer adjuster 1, and the rotation of the rotating ring drives the scale pointer 2 and the laser 7 to rotate synchronously, coaxially and in the same direction. Preferably, the pointer adjuster 1 is connected to the rotating ring through a gear set, and the pointer adjuster 1 drives the rotating ring to rotate through the meshing transmission relationship between the gears, thereby driving the rotation of the scale pointer 2 and the laser 7. A ground plug bracket 6 is provided at the bottom of the body. Preferably, the ground plug bracket 6 is a telescopic ground plug bracket, and the body and the telescopic ground plug bracket are connected by a bolt interface. A level 5 is provided on the inner ring of the rotating ring, and the horizontal state of the visual slope measuring device is judged by the level 5. Preferably, the level 5 is a tube level. A grip handle 4 is provided on the body for easy operation, and the body is preferably made of plastic.
[0026] When using this embodiment, first, place the telescopic ground plug bracket at the measured reference point at the top of the slope or the foot of the slope, then install the visual slope measuring device on the telescopic ground plug bracket, and tighten the bolt interface between the telescopic ground plug bracket and the body. Then, turn the pointer adjuster 1 to rotate the scale pointer 2 and the laser 7 to the designed slope, and turn on the laser 7; finally, control the construction by measuring the vertical distance from the laser reference line emitted by the laser 7 to the surface to be measured. If the theoretical vertical distance is greater than the measured value, it is an under-excavation state; if the theoretical vertical distance is less than the measured value, it is an over-excavation state.
[0027] The embodiments of the utility model disclosed above are only used to help explain the utility model. The embodiments do not describe all the details in detail, nor do they limit the utility model to the specific implementation methods described. According to the content of this specification, many modifications and changes can be made. This specification selects and specifically describes these embodiments in order to better explain the principles and practical applications of the utility model, so that technicians in the relevant technical field can well understand and use the utility model.
Claims
1. A visual slope measurement device, characterized in that: The device comprises a body, a scale pointer (2), a scale plate (3) and a laser (7); the scale plate (3) is arranged on one side of the body, an angle scale is arranged on the scale plate (3), a rotating ring is rotatably connected to the body, the scale pointer (2) and the laser (7) are arranged on both sides of the rotating ring, the laser (7) and the scale pointer (2) are arranged coaxially and in the same direction, and the scale pointer (2) and the scale plate (3) correspond in position.
2. A visual slope measurement device according to claim 1, characterized in that: A pointer adjuster (1) is rotatably connected to the main body, and the pointer adjuster (1) is connected to a rotating ring.
3. A visual slope measurement device according to claim 2, characterized in that: The pointer adjuster (1) is connected to the rotating ring via a gear set.
4. A visual slope measurement device according to claim 1, characterized in that: A ground plug bracket (6) is arranged at the bottom of the body.
5. A visual slope measurement device according to claim 4, characterized in that: The ground insertion bracket (6) is a telescopic ground insertion bracket.
6. A visual slope measurement device according to claim 5, characterized in that: The main body and the telescopic ground-inserting bracket are connected by a bolt interface.
7. A visual slope measurement device according to claim 1, characterized in that: The inner ring of the rotating ring is provided with a leveler (5).
8. A visual slope measurement device according to claim 7, characterized in that: The level (5) is a tube level.
9. A visual slope measurement device according to claim 1, characterized in that: The body is provided with a handle (4).
10. The visual slope measurement device according to claim 1, characterized in that: The body is made of plastic.
