Detection device for simulating bearing capacity of municipal highway bridge

By designing a simulated municipal highway bridge bearing capacity detection device, using hydraulic cylinders and mounting plates to apply pressure and adjust support points, the problems of measuring damage and rework after forming of the existing technology middle road bridge are solved, and safe and accurate bearing capacity is achieved Measurement and construction process optimization.

CN222259013UActive Publication Date: 2024-12-27SHAANXI SOUTH CHINA CONSTRUCTION & INSTALLATION ENGINEERING CO LTD
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Patent Information

Application Number
CN202420818935.X
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-04-19
Publication Date
2024-12-27
Estimated Expiration
2034-04-19

AI Technical Summary

Technical Problem

The existing highway bridge bearing capacity detection device is measured using drill rods and other tools after the road bridge is formed, which can easily damage the formed road and bridge module, and rework is required when the bearing capacity is insufficient, increasing the construction workload.

Method used

A simulated municipal highway bridge bearing capacity detection device is designed, including work frame, U-shaped frame, hydraulic cylinder, bolt, mounting plate, connecting rod, block, guide rod, spring and bridge support rod, and the installation plate is driven by hydraulic cylinder and the connecting rod moves, apply pressure and measure the bearing capacity of the road bridge formwork, use springs and guide rods to maintain limits, measure pressure through the scale line, and adjust the support point through the bridge support rod, simulate the support point of the road bridge to find the appropriate load bearing force .

Benefits of technology

The device can measure its bearing capacity without damaging the road and bridge module, provide a reset function, facilitate multiple measurements, and adjust the construction process through measurement data, improve the fault tolerance and reduce construction period.

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Abstract

The utility model relates to the technical field of cistanche deserticola processing, and provides a municipal highway bridge bearing capacity simulation detection device which comprises a working frame, the sleeve is fixedly mounted on the surface of one side of the working frame; the two U-shaped frames are fixedly mounted on the inner walls of the opposite sides of the working frame. When being connected with a power supply of a hydraulic cylinder on the surface of a working frame, the road and bridge template breaking device works to drive a mounting plate, a connecting rod and a pressing block on the surface of an output end to move, and meanwhile, the pressing block is in contact with a road and bridge template and applies pressure until the road and bridge template is broken; scale marks are arranged on the surface of the sleeve so that the moving distance can be observed, the pressure borne by the road and bridge formwork can be measured and calculated, after measured data reach the standard, road and bridge manufacturing engineering is carried out according to the proportion, the error-tolerant rate is increased, and meanwhile the construction period is shortened.
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Description

Technical Field

[0001] The utility model relates to the technical field of Cistanche deserticola processing, in particular to a device for detecting the bearing capacity of a simulated municipal highway bridge. Background Art

[0002] Highway bridge projects include the main body of the bridge (i.e. the bridge superstructure and the bridge substructure) and the ancillary engineering facilities in the bridge as a whole. Therefore, before construction, it is often necessary to measure the bearing capacity of the road bridge to limit the final bearing capacity and reduce the occurrence of accidents.

[0003] At present, some highway bridge bearing capacity detection devices often use tools such as drill rods to measure the bridge body after the bridge is formed. This method is likely to cause damage to the formed bridge module, thus affecting normal use. At the same time, when the bearing capacity of the bridge module cannot meet the requirements, it is easy to cause the pre-made bridge module to be unusable and need to be reworked, which increases the workload of the pre-construction. Therefore, it is necessary to propose a road bridge measurement device that is easy to use. Utility Model Content

[0004] The purpose of the utility model is to solve the problem existing in the prior art: currently some highway bridge bearing capacity detection devices often use tools such as drill rods to measure the road bridge body after the road bridge is formed. This method is likely to cause damage to the formed road bridge module, thereby affecting normal use. At the same time, when the bearing capacity of the road bridge module cannot meet the requirements, it is easy to cause the road bridge module manufactured in the early stage to be unusable and need to be reworked, which increases the workload of the early construction.

[0005] In order to achieve the above-mentioned purpose, the utility model adopts the following technical scheme: a device for simulating the bearing capacity of a municipal highway bridge, comprising: a working frame; a sleeve, fixedly mounted on a side surface of the working frame; and further comprising:

[0006] Two U-shaped frames are fixedly mounted on the inner walls on opposite sides of the working frame, and one side surface of the two U-shaped frames is fixedly mounted with an anti-slip pad;

[0007] Two bolts are respectively threadedly embedded in the surfaces of the two U-shaped frames away from the anti-slip pads, and positioning pieces are fixedly installed on the surfaces of one end of the two bolts;

[0008] The hydraulic cylinder is fixedly mounted on the surface of the working frame, and a mounting plate is fixedly mounted on the surface of the output end of the hydraulic cylinder.

[0009] Preferably, a connecting rod is fixedly mounted on a surface of the mounting plate on one side away from the hydraulic cylinder.

[0010] The technical effect of adopting the above further solution is that when the hydraulic cylinder is working, the mounting plate on the surface and the connected connecting rod are driven to move.

[0011] Preferably, a pressure block is fixedly mounted on the surface of the connecting rod away from the mounting plate, and the surfaces on the opposite sides of the sleeve are both provided with notches.

[0012] The technical effect of adopting the above further solution is that when the connecting rod moves, the pressure block on the surface is driven to move.

[0013] Preferably, guide rods are fixedly mounted on the inner walls of the two notches, and movable plates are movably sleeved on the outer surfaces of the two guide rods.

[0014] The technical effect of adopting the above further solution is: the guide rod is fixed by the notch, and at the same time the guide rod enables the movable plate to maintain a limited position when moving.

[0015] Preferably, one side surface of the movable plate is movably connected to the surface of the mounting plate, and springs are fixedly installed at opposite positions of the side surface of the movable plate away from the mounting plate.

[0016] The technical effect of adopting the above further solution is: when the mounting plate moves, the movable plate on the surface of the mounting plate is driven to move, and at the same time the spring is connected to the surface of the movable plate to provide a reset capability for the movable plate.

[0017] Preferably, one end surface of the two springs is fixedly mounted on the inner wall of the slot.

[0018] The technical effect of adopting the above further solution is: the spring on the surface is fixed by the notch.

[0019] Preferably, a limiting groove is provided on a side surface of the working frame away from the sleeve, a bidirectional screw rod is threadedly embedded in the inner wall of the limiting groove, and a moving block is threadedly sleeved on the outer surface opposite to the bidirectional screw rod.

[0020] The technical effect of adopting the above further scheme is: by opening a limit groove on the surface of the workbench, the internal parts can be easily moved. At the same time, when the bidirectional screw rod on the inner wall of the limit groove is rotated, the moving block with threads embedded on the outer surface of the bidirectional screw rod is driven to move relative to it.

[0021] Preferably, the outer surfaces of the two moving blocks are slidably embedded in the inner wall of the limiting groove, and the side surfaces of the two moving blocks away from the limiting groove are fixedly mounted with bridge support rods.

[0022] The technical effect of adopting the above further solution is: the outer surface of the moving block is slidably embedded in the inner wall of the limiting groove, thereby preventing the moving block from tilting during movement, and at the same time driving the bridge support rod on the surface to move.

[0023] Compared with the prior art, the advantages and positive effects of the utility model are:

[0024] 1. In the utility model, when in use, the road and bridge template formed according to the proportion is placed on the surface of the anti-slip pad, and then the bolts on the surface of the U-shaped frame are rotated so that the positioning pieces on the surface of the positioning pieces fix the road and bridge template. When the road and bridge template is placed, it slides when subjected to force, thereby affecting the measurement. When the hydraulic cylinder power supply on the surface of the working frame is connected, it works, driving the mounting plate, the connecting rod and the pressing block on the output end surface to move. At the same time, the pressing block contacts the road and bridge template and applies pressure until the road and bridge template breaks. The surface of the mounting plate is movably connected to the surface of the moving plate through one side surface of the mounting plate. At the same time, the moving plate is embedded on the outer surface of the guide rod, and the two ends of the spring are respectively connected to the notch and the surface of the moving plate, thereby driving the moving plate to move. The scale line is set on the surface of the sleeve to observe the moving distance, thereby calculating the pressure on the road and bridge template. At the same time, the moving plate has a reset function, which is convenient for multiple measurements. When the measurement data reaches the standard, the road and bridge production project is carried out through the proportion, thereby improving the fault tolerance rate and reducing the construction period.

[0025] 2. In the utility model, a limit groove is opened on the surface of the working frame. When the bidirectional screw rod on the inner wall of the limit groove is rotated, the moving block threadedly embedded on the outer surface of the bidirectional screw rod is driven to move relative to it. At the same time, the outer surface of the moving block is slidably embedded on the inner wall of the limit groove to prevent the moving block from tilting when moving. At the same time, the bridge support rod on the surface is driven to move. The road and bridge formwork is supported by the bridge support rod, the support point of the road and bridge is simulated, and the position of the support point is adjusted to measure the bearing capacity of the road and bridge formwork, so as to find a suitable support point, which is convenient for the later construction. BRIEF DESCRIPTION OF THE DRAWINGS

[0026] Figure 1 A side view structural schematic diagram of a simulated municipal highway bridge bearing capacity detection device is proposed for the utility model;

[0027] Figure 2 A cross-sectional structural schematic diagram of a simulated municipal highway bridge bearing capacity detection device is proposed for the utility model;

[0028] Figure 3 The utility model provides a partial cross-sectional structural schematic diagram of a sleeve simulating a municipal highway bridge bearing capacity detection device;

[0029] Figure 4 The utility model provides a schematic diagram of the enlarged structure of Figure A of a device for simulating the bearing capacity of a municipal highway bridge.

[0030] Legend:

[0031] 1. Work frame; 101. Limiting groove; 102. Bidirectional screw rod; 103. Moving block; 104. Bridge support rod; 105. U-shaped frame; 106. Bolt; 107. Positioning piece; 108. Anti-slip pad; 2. Sleeve; 201. Notch; 202. Guide rod; 203. Spring; 204. Moving plate; 205. Hydraulic cylinder; 206. Mounting plate; 207. Connecting rod; 208. Pressing block. DETAILED DESCRIPTION

[0032] In order to more clearly understand the above-mentioned purpose, features and advantages of the utility model, the utility model is further described below in conjunction with the accompanying drawings and embodiments. It should be noted that the embodiments of the present application and the features in the embodiments can be combined with each other without conflict.

[0033] In the following description, many specific details are set forth to facilitate a full understanding of the present invention. However, the present invention may also be implemented in other ways than those described herein. Therefore, the present invention is not limited to the specific embodiments of the following disclosure.

[0034] Embodiment 1, as Figure 1-4 As shown, the utility model provides a simulated municipal highway bridge bearing capacity detection device, including: a working frame 1; a sleeve 2, fixedly mounted on one side surface of the working frame 1; and also including: two U-shaped frames 105, both fixedly mounted on the inner walls on opposite sides of the working frame 1, and one side surface of the two U-shaped frames 105 is fixedly mounted with an anti-skid pad 108; two bolts 106, both threadedly embedded in the surfaces of the two U-shaped frames 105 away from the anti-skid pad 108, and the surfaces of one ends of the two bolts 106 are fixedly mounted with positioning pieces 107; a hydraulic cylinder 205, fixedly mounted on the surface of the working frame 1, and the output end surface of the hydraulic cylinder 205 is fixedly mounted with a mounting plate 206.

[0035] In this embodiment, when in use, the road and bridge template formed in proportion is placed on the surface of the anti-slip pad 108, and then the bolt 106 on the surface of the U-shaped frame 105 is rotated so that the positioning piece 107 on the surface of the positioning piece 107 fixes the road and bridge template. When the road and bridge template is placed, it slides when subjected to force, thereby affecting the measurement. When the hydraulic cylinder 205 power supply on the surface of the working frame 1 is connected, it works, driving the mounting plate 206, the connecting rod 207 and the pressing block 208 on the output end surface to move, and at the same time, the pressing block 208 contacts the road and bridge template and applies pressure until the road and bridge template breaks. One side surface of plate 206 is movably connected to the surface of movable plate 204, and movable plate 204 is embedded in the outer surface of guide rod 202, and the two ends of spring 203 are respectively connected to the surface of slot 201 and movable plate 204, thereby driving movable plate 204 to move, and scale lines are set on the surface of sleeve 2 to observe the moving distance, so as to calculate the pressure on the road and bridge template, and movable plate 204 has a reset function, which is convenient for multiple measurements, and when the measured data reaches the standard, the road and bridge manufacturing project is carried out by proportion, which improves the fault tolerance rate and reduces the construction period.

[0036] Embodiment 2: A connecting rod 207 is fixedly mounted on the surface of the mounting plate 206 away from the hydraulic cylinder 205, and a pressing block 208 is fixedly mounted on the surface of the connecting rod 207 away from the mounting plate 206. A notch 201 is provided on the surface of the sleeve 2 on the opposite side, and a guide rod 202 is fixedly mounted on the inner wall of the two notches 201. A movable plate 204 is movably sleeved on the outer surface of the two guide rods 202. A surface of one side of the movable plate 204 is movably connected to the surface of the mounting plate 206. The surface of the movable plate 204 on the opposite side of the surface of the one side away from the mounting plate 206 is Springs 203 are fixedly installed on both sides, and one end surfaces of the two springs 203 are fixedly installed on the inner wall of the slot 201. A limiting slot 101 is provided on the surface of the side of the working frame 1 away from the sleeve 2. A bidirectional screw rod 102 is threadedly embedded in the inner wall of the limiting slot 101. A moving block 103 is threadedly sleeved on the outer surface opposite to the bidirectional screw rod 102. The outer surfaces of the two moving blocks 103 are slidably embedded on the inner wall of the limiting slot 101. A bridge support rod 104 is fixedly installed on the surface of the two moving blocks 103 away from the limiting slot 101.

[0037] In this embodiment, a limiting groove 101 is opened on the surface of the working frame 1. When the bidirectional screw rod 102 on the inner wall of the limiting groove 101 is rotated, the moving block 103 threadedly embedded on the outer surface of the bidirectional screw rod 102 is driven to move relative to it. At the same time, the outer surface of the moving block 103 is slidably embedded on the inner wall of the limiting groove 101 to prevent the moving block 103 from tilting when moving, and at the same time, the bridge support rod 104 on the surface is driven to move. The bridge support rod 104 is used to support the road and bridge formwork to simulate the support point of the road and bridge. By adjusting the position of the support point, the bearing capacity of the road and bridge formwork is measured, so as to find a suitable support point to facilitate the later construction.

[0038] Working principle: When in use, place the road and bridge template formed in proportion on the surface of the anti-slip pad 108, and then rotate the bolt 106 on the surface of the U-shaped frame 105 so that the positioning piece 107 on the surface of the positioning piece 107 fixes the road and bridge template to prevent the road and bridge template from sliding when subjected to force, thereby affecting the measurement. When the hydraulic cylinder 205 power supply on the surface of the working frame 1 is connected, it works to drive the mounting plate 206, the connecting rod 207 and the pressing block 208 on the output end surface to move. At the same time, the pressing block 208 contacts the road and bridge template and applies pressure until the road and bridge template breaks. It is movably connected to the surface of the moving plate 204 through one side surface of the mounting plate 206. At the same time, the moving plate 204 is embedded in the outer surface of the guide rod 202, and the two ends of the spring 203 are respectively connected to the notch 201 and the surface of the moving plate 204, thereby driving the moving plate 204 to move, and setting the scale on the surface of the sleeve 2 line, so as to observe the moving distance, so as to calculate the pressure on the road and bridge template. At the same time, the movable plate 204 has a reset function, which is convenient for multiple measurements. When the measured data reaches the standard, the road and bridge production project is carried out through the proportion, which improves the fault tolerance rate and reduces the construction period. At the same time, a limit groove 101 is opened on the surface of the working frame 1. When the bidirectional screw rod 102 on the inner wall of the limit groove 101 is rotated, the moving block 103 threadedly embedded on the outer surface of the bidirectional screw rod 102 is driven to move relative to it. At the same time, the outer surface of the moving block 103 is slidably embedded on the inner wall of the limit groove 101 to prevent the moving block 103 from tilting when moving, and at the same time, the bridge support rod 104 on the surface is driven to move, and the road and bridge template is supported by the bridge support rod 104 to simulate the support point of the road and bridge. By adjusting the position of the support point, the bearing capacity of the road and bridge template is measured, so as to find a suitable support point, which is convenient for later construction.

[0039] The above description is only a preferred embodiment of the present invention and does not limit the present invention in other forms. Any technician familiar with the profession may use the technical content disclosed above to change or modify it into an equivalent embodiment with equivalent changes and apply it to other fields. However, any simple modification, equivalent change and modification made to the above embodiment based on the technical essence of the present invention without departing from the content of the technical solution of the present invention still falls within the protection scope of the technical solution of the present invention.

Claims

1. A device for testing the bearing capacity of a simulated municipal highway bridge, comprising: Work stand (1); The sleeve (2) is fixedly mounted on a side surface of the working frame (1); and is characterized in that it also comprises: Two U-shaped frames (105) are fixedly mounted on inner walls on opposite sides of the working frame (1), and anti-slip pads (108) are fixedly mounted on one side surface of the two U-shaped frames (105); Two bolts (106) are respectively threadedly embedded in the surfaces of the two U-shaped frames (105) away from the anti-slip pad (108), and a positioning piece (107) is fixedly installed on the surface of one end of the two bolts (106); The hydraulic cylinder (205) is fixedly mounted on the surface of the working frame (1), and a mounting plate (206) is fixedly mounted on the surface of the output end of the hydraulic cylinder (205).

2. A simulated municipal highway bridge bearing capacity detection device according to claim 1, characterized in that: A connecting rod (207) is fixedly mounted on a surface of one side of the mounting plate (206) away from the hydraulic cylinder (205).

3. A simulated municipal highway bridge bearing capacity detection device according to claim 2, characterized in that: A pressing block (208) is fixedly mounted on the surface of the connecting rod (207) away from the mounting plate (206), and a notch (201) is provided on the surface of the opposite side of the sleeve (2).

4. A simulated municipal highway bridge bearing capacity detection device according to claim 3, characterized in that: Guide rods (202) are fixedly mounted on the inner walls of the two notches (201), and movable plates (204) are movably sleeved on the outer surfaces of the two guide rods (202).

5. The device for detecting the bearing capacity of a simulated municipal highway bridge according to claim 4, characterized in that: One side surface of the movable plate (204) is movably connected to the surface of the mounting plate (206), and springs (203) are fixedly installed at opposite locations of the side surface of the movable plate (204) away from the mounting plate (206).

6. The device for testing the bearing capacity of a simulated municipal highway bridge according to claim 5, characterized in that: One end surface of the two springs (203) is fixedly mounted on the inner wall of the slot (201).

7. The device for testing the bearing capacity of a simulated municipal highway bridge according to claim 1, characterized in that: A limiting groove (101) is provided on a surface of one side of the working frame (1) away from the sleeve (2); a bidirectional screw rod (102) is threadedly embedded in the inner wall of the limiting groove (101); and a moving block (103) is threadedly sleeved on the outer surface opposite to the bidirectional screw rod (102).

8. The device for testing the bearing capacity of a simulated municipal highway bridge according to claim 7, characterized in that: The outer surfaces of the two moving blocks (103) are both slidably embedded in the inner wall of the limiting groove (101), and the bridge support rods (104) are fixedly mounted on the surfaces of the two moving blocks (103) on one side away from the limiting groove (101).