CN210665315U - Novel rock-soil bearing capacity testing device - Google Patents
Novel rock-soil bearing capacity testing device Download PDFInfo
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- CN210665315U CN210665315U CN201921383206.1U CN201921383206U CN210665315U CN 210665315 U CN210665315 U CN 210665315U CN 201921383206 U CN201921383206 U CN 201921383206U CN 210665315 U CN210665315 U CN 210665315U
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- fixedly connected
- bearing capacity
- plate
- novel rock
- testing device
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Abstract
The utility model discloses a novel rock soil bearing capacity testing device, comprises a workbench, the tongue has been seted up to the upper surface of workstation, the inner wall difference fixedly connected with spring and the telescopic link of tongue, the one end fixedly connected with slider of telescopic link, the last fixed surface of slider is connected with splint, the last fixed surface of workstation is connected with the loading board, the last fixed surface of loading board is connected with the baffle, the last fixed surface of workstation is connected with the fixed plate, the positive fixedly connected with manometer of fixed plate. This novel rock-soil bearing capacity testing arrangement through setting up spring, telescopic link, slider and splint, is convenient for clip the ground, through setting up fixed plate, backup pad, round bar, electronic slide rail and sliding cylinder, and the sliding cylinder of being convenient for removes, through setting up hydraulic stem, clamp plate and manometer, is convenient for measure the bearing capacity of ground to reach the effect that the bearing capacity of novel ground is convenient for test.
Description
Technical Field
The utility model relates to a ground test technical field specifically is a novel rock-soil bearing capacity test device.
Background
And in the indoor test detection, the sample is processed, molded, simulated and carried out with effective means to carry out physical and mechanical property detection according to the test detection items, the test result is relatively accurate, and the bearing capacity detection is a method for determining the bearing capacity through a field direct test. The method comprises a load test, a static sounding test, a standard penetration test, a side pressure test and the like, wherein the load test method is the most reliable basic in-situ test method. And the bearing capacity detection is a method for determining the bearing capacity according to a theoretical formula of the shear strength index calculation of the soil.
Present rock soil bearing capacity removes easily when the test, leads to not finding the test point that pushes down, influences test quality and efficiency, is unfavorable for the research and the use in later stage.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a novel rock soil bearing capacity test device to solve the problem of proposing among the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: a novel rock-soil bearing capacity testing device comprises a workbench, wherein a convex groove is arranged on the upper surface of the workbench, the inner wall of the convex groove is respectively and fixedly connected with a spring and a telescopic rod, one end of the telescopic rod is fixedly connected with a slide block, the upper surface of the slide block is fixedly connected with a clamping plate, the upper surface of the workbench is fixedly connected with a bearing plate, the upper surface of the bearing plate is fixedly connected with a baffle plate, the upper surface of the workbench is fixedly connected with a fixing plate, the front surface of the fixed plate is fixedly connected with a pressure gauge, the upper surface of the fixed plate is fixedly connected with a supporting plate, the side surface of the supporting plate is fixedly connected with a round bar, the front surface of the round bar is fixedly connected with an electric slide rail, the inner wall of the electric slide rail is connected with a slide cylinder in a sliding mode, the lower surface of the slide cylinder is fixedly connected with a hydraulic rod, and the lower surface of the hydraulic rod is fixedly connected with a pressing plate.
Preferably, the shape of tongue is under the narrow width, and the narrow inner wall sliding connection in the top of tongue has the filter screen, and the upper surface of loading board sets up the groove with tongue top opening looks adaptation.
Preferably, equal fixedly connected with baffle, and the equal fixedly connected with fixed plate in the both sides about the loading board upper surface, two of border department around the upper surface of loading board the equal fixedly connected with backup pad of upper surface of fixed plate.
Preferably, both ends of the round rod are fixedly connected with supporting plates, and the surface of the round rod is connected with a sliding cylinder in a sliding manner.
Preferably, the upper surface of the sliding cylinder is fixedly connected with a telescopic pipe, and the electric power is electrically connected with the electric sliding rail and the hydraulic rod through a power line in the telescopic pipe.
Preferably, the bottom of the workbench is fixedly connected with a support column.
Advantageous effects
The utility model provides a novel rock-soil bearing capacity testing arrangement, this novel rock-soil bearing capacity testing arrangement is convenient for clip the ground through setting up spring, telescopic link, slider and splint, through setting up fixed plate, backup pad, round bar, electronic slide rail and sliding cylinder, and the sliding cylinder of being convenient for removes, through setting up hydraulic stem, clamp plate and manometer, is convenient for measure the bearing capacity of ground to reach the effect that the bearing capacity of novel ground is convenient for test.
Drawings
FIG. 1 is a schematic front sectional view of the structure of the present invention;
fig. 2 is the utility model discloses the structure is cut open schematic diagram downwards.
In the figure: 1 workstation, 2 tongue, 3 springs, 4 telescopic links, 5 sliders, 6 splint, 7 loading boards, 8 baffles, 9 fixed plates, 10 manometer, 11 backup pads, 12 round bars, 13 electronic slide rails, 14 sliding barrel, 15 hydraulic stems, 16 clamp plates.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-2, the present invention provides a technical solution: a novel rock-soil bearing capacity testing device comprises a workbench 1, a supporting column is fixedly connected to the bottom of the workbench 1, a convex groove 2 is formed in the upper surface of the workbench 1, the inner wall of the convex groove 2 is fixedly connected with a spring 3 and a telescopic rod 4 respectively, one end of the telescopic rod 4 is fixedly connected with a sliding block 5, the upper surface of the sliding block 5 is fixedly connected with a clamping plate 6, a bearing plate 7 is fixedly connected to the upper surface of the workbench 1, the convex groove 2 is narrow at the top and wide at the bottom, the inner wall of the narrow at the top of the convex groove 2 is connected with a filter screen in a sliding manner, the upper surface of the bearing plate 7 is provided with a groove matched with an opening at the top end of the convex groove 2, the upper surface of the bearing plate 7 is fixedly connected with a baffle 8, the upper surface of the workbench 1 is fixedly connected with a fixing plate 9, a pressure gauge 10 is fixedly connected to the front surface of the fixing plate 9, and the equal fixedly connected with fixed plate 9 of loading board 7 upper surface left and right sides, the equal fixedly connected with backup pad 11 of upper surface of two fixed plates 9, the side fixedly connected with round bar 12 of backup pad 11, the positive fixedly connected with electronic slide rail 13 of round bar 12, the inner wall sliding connection of electronic slide rail 13 has a slide cartridge 14, the equal fixedly connected with backup pad 11 in both ends of round bar 12, and the surface sliding connection of round bar 12 has a slide cartridge 14, the lower fixed surface of slide cartridge 14 is connected with hydraulic stem 15, the last fixed surface of slide cartridge 14 is connected with flexible pipe, and electric power passes through the power cord in the flexible pipe and is connected with electronic slide rail 13 and hydraulic stem 15 electricity, the lower fixed surface of hydraulic stem 15 is connected with clamp plate.
The working principle is as follows: when using novel rock-soil bearing capacity testing arrangement, through pulling splint 6, make splint 6 stretch through telescopic link 4 and spring 3 to put the ground on loading board 7, relax splint 6, splint 6 clip the ground through spring 3 is flexible, through electronic slide rail 13, adjust slide cartridge 14's position, and start hydraulic stem 15, hydraulic stem 15 drives clamp plate 16 and pushes down, tests the bearing capacity of ground, thereby reaches the effect of the bearing capacity of novel ground test of being convenient for.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a novel rock-soil bearing capacity test device, includes workstation (1), its characterized in that: the upper surface of the workbench (1) is provided with a convex groove (2), the inner wall of the convex groove (2) is respectively fixedly connected with a spring (3) and a telescopic rod (4), one end of the telescopic rod (4) is fixedly connected with a slide block (5), the upper surface of the slide block (5) is fixedly connected with a clamping plate (6), the upper surface of the workbench (1) is fixedly connected with a bearing plate (7), the upper surface of the bearing plate (7) is fixedly connected with a baffle (8), the upper surface of the workbench (1) is fixedly connected with a fixing plate (9), the front of the fixing plate (9) is fixedly connected with a pressure gauge (10), the fixing plate (9), the upper surface of the fixing plate (9) is fixedly connected with a supporting plate (11), the side surface of the supporting plate (11) is fixedly connected with a round rod (12), the front of the round rod (12) is fixedly connected, the inner wall of the electric sliding rail (13) is connected with a sliding cylinder (14) in a sliding mode, the lower surface of the sliding cylinder (14) is fixedly connected with a hydraulic rod (15), and the lower surface of the hydraulic rod (15) is fixedly connected with a pressing plate (16).
2. The novel rock-soil bearing capacity testing device of claim 1, characterized in that: the shape of tongue (2) is under the narrow width, and the narrow inner wall sliding connection in last of tongue (2) has the filter screen, and the upper surface of loading board (7) offer with the groove of tongue (2) top opening looks adaptation.
3. The novel rock-soil bearing capacity testing device of claim 1, characterized in that: equal fixedly connected with baffle (8) are located along the border around the upper surface of loading board (7), and the equal fixedly connected with fixed plate (9) of loading board (7) upper surface left and right sides, two the equal fixedly connected with backup pad (11) of upper surface of fixed plate (9).
4. The novel rock-soil bearing capacity testing device of claim 1, characterized in that: the two ends of the round rod (12) are fixedly connected with supporting plates (11), and the surface of the round rod (12) is connected with a sliding cylinder (14) in a sliding mode.
5. The novel rock-soil bearing capacity testing device of claim 1, characterized in that: the upper surface of the sliding cylinder (14) is fixedly connected with a telescopic pipe, and electric power is electrically connected with the electric sliding rail (13) and the hydraulic rod (15) through a power line in the telescopic pipe.
6. The novel rock-soil bearing capacity testing device of claim 1, characterized in that: the bottom of the workbench (1) is fixedly connected with a supporting column.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201921383206.1U CN210665315U (en) | 2019-08-23 | 2019-08-23 | Novel rock-soil bearing capacity testing device |
Applications Claiming Priority (1)
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CN201921383206.1U CN210665315U (en) | 2019-08-23 | 2019-08-23 | Novel rock-soil bearing capacity testing device |
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CN210665315U true CN210665315U (en) | 2020-06-02 |
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CN201921383206.1U Expired - Fee Related CN210665315U (en) | 2019-08-23 | 2019-08-23 | Novel rock-soil bearing capacity testing device |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN116773372A (en) * | 2023-08-24 | 2023-09-19 | 中国海洋大学 | Transmission mechanism performance detection device and method of conveying device |
-
2019
- 2019-08-23 CN CN201921383206.1U patent/CN210665315U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN116773372A (en) * | 2023-08-24 | 2023-09-19 | 中国海洋大学 | Transmission mechanism performance detection device and method of conveying device |
CN116773372B (en) * | 2023-08-24 | 2023-10-31 | 中国海洋大学 | Transmission mechanism performance detection device and method of conveying device |
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Date | Code | Title | Description |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200602 Termination date: 20210823 |
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CF01 | Termination of patent right due to non-payment of annual fee |