Dam body slope detection device

Abstract

The utility model discloses a kind of dam body bevel slope detection devices, it is related to dam body slope detection technical field, including bottom plate, mobile wheel is fixedly installed at the four corners of bottom plate bottom, handrail is fixedly installed at the both sides of bottom plate top, further including fixedly installed in the vertical rod of bottom plate top and the installation slot being set in top end and the detection mechanism for detecting dam body bevel slope. The device is matched with handrail through mobile wheel, it is convenient for operator to push device to move on dam body bevel to switch different detection points, can also keep device stable after stopping pushing, vertical rod is vertically arranged with bottom plate, crossbar is arranged in vertical center surface of vertical rod and circular ring is coaxial with crossbar, 0 degree scale is aligned with vertical center surface of vertical rod, the design of gravity reference assembly, which is composed of steel wire and counterweight, converts dam body bevel slope into intuitive readable scale value through geometric equivalent relationship, effectively avoids measurement error caused by component deviation or different shaft.

Description

Technical Field

[0001] This utility model relates to the field of dam slope detection technology, and more specifically, to a device for detecting the slope of a dam body. Background Technology

[0002] As a core water conservancy facility for flood control, water storage, and water management, the slope of the dam body is a key technical parameter determining its structural stability and safety performance. If the slope is too gentle, it can easily lead to increased erosion and siltation on the upstream side of the dam, increasing the load on the dam body. If the slope is too steep, it may cause insufficient shear strength of the dam slope soil, inducing major safety accidents such as seepage, landslides, or even dam failure. Therefore, accurate measurement of the dam body slope is a core element in ensuring the long-term safe operation of dams during construction, operation, maintenance, and regular safety inspections.

[0003] Currently, the industry's methods for detecting the slope of dam surfaces still mainly rely on traditional manual operations or simple devices. For example, patent CN211317293U discloses a dam slope detection device for hydraulic construction, which uses a moving body, telescopic rod, and level plate to detect the dam slope. However, this device relies on the position of an air bubble on the level plate to determine the slope, and the position of the air bubble is greatly affected by the operator's levelness and the flatness of the dam surface, making it difficult to ensure a stable measurement benchmark. Another example is some manual handheld tool detection methods, which use a handheld level, measuring tape, and angle gauge for measurement. This not only relies on the operator's experience but is also greatly affected by the on-site environment of the dam. Therefore, there is an urgent need for a slope detection device with intuitive readings to overcome the limitations of traditional detection methods. Utility Model Content

[0004] In order to overcome the above-mentioned defects of the prior art, the present invention provides a dam body slope detection device to solve the problems mentioned in the background art.

[0005] To achieve the above objectives, this utility model provides the following technical solution: a dam body slope detection device, comprising a base plate, with movable wheels fixedly installed at the four corners of the bottom of the base plate, and handrails fixedly installed on both sides of the top of the base plate, and further comprising:

[0006] A vertical pole that is fixedly installed on the top of the base plate and has a mounting groove at the top;

[0007] Testing equipment used to detect the slope of dam surfaces includes:

[0008] A crossbar that is fixedly installed in the mounting slot;

[0009] A connecting ring that is fitted onto a crossbar and can rotate around the crossbar;

[0010] A steel wire is fixedly installed on the connecting ring, and a counterweight block that is kept vertically downward by gravity is fixedly connected to the end of the steel wire.

[0011] And a ring fixedly installed on the upright, with scale lines machined on the outer wall of the ring.

[0012] Optionally, the base plate and the uprights are set vertically.

[0013] Optionally, the horizontal bar and the vertical bar are set vertically, and the horizontal bar is set on the vertical center plane of the vertical bar.

[0014] Optionally, the crossbar has a circular longitudinal section, and the ring is arranged coaxially with the crossbar.

[0015] Optionally, the scale lines are 0° to 360°, with the 0° scale set on the vertical center plane of the pole.

[0016] Optionally, two rings are provided, one on each side of the upright, and the steel wire is placed between the two rings.

[0017] Compared with the prior art, the beneficial effects of this utility model are:

[0018] 1. This utility model features a design where the uprights are perpendicular to the base plate, the crossbar is positioned on the vertical center plane of the uprights with the ring coaxial with the crossbar, and the 0° scale is aligned with the vertical center plane of the uprights. Combined with a gravity reference assembly composed of steel wire and counterweight, the slope of the dam body is converted into an intuitive and readable scale value through geometric equivalence, effectively avoiding measurement errors caused by component offset or misalignment, and ensuring the accuracy of slope detection.

[0019] 2. The two coaxial rings allow operators to take readings on the unobstructed side of the dam environment without adjusting the device position, further improving the ease of operation and applicability in complex dam environments. Overall, it balances detection efficiency, accuracy, and flexibility of use. Attached Figure Description

[0020] To more clearly illustrate the technical solutions in the embodiments of this application or the prior art, the drawings used in the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments recorded in this utility model. For those skilled in the art, other drawings can be obtained based on these drawings.

[0021] Figure 1 This is a structural schematic diagram of the present invention;

[0022] Figure 2 Top view of the structure provided for this utility model;

[0023] Figure 3 Provided by this utility model Figure 2 Enlarged view of region A in the middle;

[0024] Figure 4 The front view of the structure provided for this utility model.

[0025] Explanation of reference numerals in the attached figures:

[0026] 1. Base plate; 2. Casters; 3. Handrail; 4. Upright; 41. Mounting groove; 5. Detection mechanism; 51. Crossbar; 52. Connecting ring; 53. Steel wire; 54. Counterweight; 55. Circular ring; 56. Scale line. Detailed Implementation

[0027] The following specific embodiments illustrate the implementation of this utility model. Those skilled in the art can easily understand other advantages and effects of this utility model from the content disclosed in this specification. Obviously, the described embodiments are only some, not all, of the embodiments of this utility model. Based on the embodiments of this utility model, all other embodiments obtained by those skilled in the art without creative effort are within the protection scope of this utility model.

[0028] To enable those skilled in the art to better understand the present application, the present application will be further described in detail below with reference to the accompanying drawings and specific embodiments.

[0029] See attached document Figure 1 This embodiment of a dam slope detection device includes a base plate 1, a vertical pole 4, and a detection mechanism 5. Four movable wheels 2 are fixedly installed at the four corners of the bottom of the base plate 1. These wheels facilitate movement of the device on the dam slope by the operator, allowing for easy switching between different detection points. When slope detection is required, the operator can stop pushing the device to maintain its stability on the dam slope. Handrails 3 are fixedly installed on both sides of the top of the base plate 1 to facilitate pushing the device by the operator.

[0030] See attached document Figure 1 The upright 4 is fixedly installed on the top of the base plate 1, and the top end is provided with an installation groove 41. The base plate 1 and the upright 4 are set vertically, and the upright 4 is perpendicular to the base plate 1, that is, perpendicular to the dam body slope.

[0031] See attached document Figure 2 and Figure 3The detection mechanism 5 is used to detect the slope of the dam body. It includes a horizontal bar 51 fixedly installed in the installation groove 41. The horizontal bar 51 is vertically set with the vertical pole 4 and is located on the vertical center plane of the vertical pole 4. A connecting ring 52 that can rotate around the horizontal bar 51 is sleeved on the horizontal bar 51. The connecting ring 52 rotates by itself, which drives the steel wire 53 to freely adjust its angle according to the gravity direction of the counterweight 54, ensuring that the steel wire 53 always fits the gravity direction, that is, always perpendicular to the horizontal plane. The steel wire 53 is fixedly installed on the connecting ring 52. The end of the steel wire 53 is fixedly connected to the counterweight 54. The steel wire 53 and the counterweight 54 form a gravity reference component. The counterweight 54 is always vertically downward under the action of gravity, that is, always perpendicular to the horizontal plane. The gravity direction is transmitted as a visible reference line through the steel wire 53.

[0032] The testing mechanism 5 also includes a ring 55 fixedly installed on the upright 4. The cross section of the crossbar 51 is circular. The ring 55 and the crossbar 51 are set on the same axis to avoid reading deviation caused by different axes. The outer wall of the ring 55 is machined with scale lines 56, which are 0° to 360°. The 0° scale is set on the vertical center surface of the upright 4 to avoid measurement error.

[0033] See attached document Figure 4 When the operator places the device on the dam slope, under the gravity of the counterweight 54, both the steel wire 53 and the counterweight 54 are vertically downward. At this time, the angle between the steel wire 53 and the vertical center plane of the upright 4 is recorded as ∠α, the slope of the dam slope is recorded as ∠β, and the angles between the steel wire 53 and the slope are recorded as ∠γ1 and ∠γ2 respectively. Since ∠γ1=∠γ2, ∠α=∠β. That is, the scale indicated by the steel wire 53 is the slope of the dam slope.

[0034] In actual operation, the operator pushes the device through the handle 3 and places it on the dam slope to be tested. After stopping the push, the device remains stable, with the base plate 1 parallel to the slope. At this time, the upright 4 is perpendicular to the slope. Under the gravity of the counterweight 54, the steel wire 53 and the counterweight 54 together remain perpendicular to the horizontal plane. Since the 0° scale of the ring 55 is aligned with the vertical center of the upright 4, the steel wire 53 points to a certain scale of the ring 55 under the action of gravity. This scale value is the size of ∠α. The slope of the dam slope ∠β is equal to the value of ∠α. The operator can directly read the scale value pointed to by the steel wire 53 to obtain the actual slope of the dam slope.

[0035] In other embodiments, two rings 55 are provided. The two rings 55 are of the same specification and are coaxially arranged. The two rings 55 are respectively located on both sides of the upright 4. The steel wire 53 is located between the two rings 55. When the field of view on both sides of the device is different, such as when one side is blocked by a dam protrusion, the double rings 55 located on both sides of the upright 4 allow the operator to take the reading on the unobstructed side without moving the device to adjust its position. This ensures the accuracy of the reading and improves the applicability in complex dam environments.

[0036] Finally: The above description is only a preferred embodiment of the present utility model and is not intended to limit the present utility model. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present utility model should be included within the protection scope of the present utility model.

Claims

1. A device for detecting the slope of a dam body, comprising a base plate (1), wherein movable wheels (2) are fixedly installed at the four corners of the bottom of the base plate (1), and handrails (3) are fixedly installed on both sides of the top of the base plate (1), characterized in that, Also includes: A pole (4) is fixedly installed on the top of the base plate (1) and has an installation groove (41) at the top. The detection mechanism (5) for detecting the slope of the dam body includes: A crossbar (51) is fixedly installed in the mounting groove (41); A connecting ring (52) is fitted onto the crossbar (51) and is able to rotate around the crossbar (51); A steel wire (53) is fixedly installed on the connecting ring (52), and a counterweight (54) is fixedly connected to the end of the steel wire (53) to maintain vertical downward under the action of gravity. And a ring (55) fixedly installed on the upright (4), the outer wall of the ring (55) being machined with scale lines (56).

2. The dam body slope detection device according to claim 1, characterized in that: The base plate (1) and the upright (4) are set vertically.

3. The dam body slope detection device according to claim 1, characterized in that: The horizontal bar (51) and the vertical bar (4) are arranged vertically, and the horizontal bar (51) is located on the vertical center plane of the vertical bar (4).

4. The dam body slope detection device according to claim 1, characterized in that: The crossbar (51) has a circular longitudinal section, and the ring (55) is coaxially arranged with the crossbar (51).

5. The dam body slope detection device according to claim 1, characterized in that: The scale line (56) is 0°~360°, with the 0° scale set on the vertical center surface of the pole (4).

6. The dam body slope detection device according to claim 1, characterized in that: Two rings (55) are provided, located on both sides of the upright (4), and the steel wire (53) is located between the two rings (55).

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