CN219571366U

CN219571366U - High-fill roadbed settlement monitoring equipment

Info

Publication number: CN219571366U
Application number: CN202320491216.7U
Authority: CN
Inventors: 赵家政
Original assignee: Individual
Current assignee: Individual
Priority date: 2023-03-13
Filing date: 2023-03-13
Publication date: 2023-08-22
Anticipated expiration: 2033-03-13

Abstract

The utility model discloses high-fill roadbed settlement monitoring equipment, which relates to the technical field of settlement monitoring and comprises a compression plate, wherein both ends of the compression plate are connected with limiting plates in a telescopic manner, one sides of the two limiting plates far away from the center are fixedly connected with extrusion columns, the bottom ends of the two extrusion columns are connected with limiting columns in a sliding manner, the bottom ends of the two limiting columns are fixedly connected with positioning plates, positioning holes are formed in the periphery of the two positioning plates, fixing bolts are inserted into the inner walls of the positioning holes, extrusion grooves are formed in the inner walls of the two limiting columns, and the extrusion columns are connected with the inner walls of the extrusion grooves in a sliding manner. The utility model has the advantages that: the workman makes the limiting plate slide at the inner wall of compressed plate through removing the limiting plate, and the monitoring devices of being convenient for carries out the fast adjustment according to the width of high roadbed that fills, then utilizes extrusion post and restriction post to install according to the height of high roadbed that fills, has offered the locating hole all around through the locating plate, and the workman of being convenient for runs through the gim peg in the inner wall of locating hole, fixes monitoring devices, and the workman of being convenient for adjusts and installs monitoring devices.

Description

High-fill roadbed settlement monitoring equipment

Technical Field

The utility model relates to the technical field of settlement monitoring, in particular to high-fill roadbed settlement monitoring equipment.

Background

The settlement observation is carried out according to the observation points and the fixed measurement points which are arranged on the building, the settlement degree is expressed by data, and the settlement observation points, the manual work, the soil foundation and the like are arranged according to the design requirements of more than one layer of building, the settlement observation is carried out, the observation and the recording are carried out on schedule or according to the layer progress in the construction until completion, and the settlement monitoring of the roadbed avoids the serious influence on the driving safety of the backfill roadbed;

however, the existing high-fill roadbed settlement monitoring equipment cannot be timely adjusted according to the width and the height of the high-fill roadbed in the installation process of the detection equipment, and therefore, the high-fill roadbed settlement monitoring equipment is provided.

Disclosure of Invention

The utility model aims to provide high-fill roadbed settlement monitoring equipment.

In order to solve the problems set forth in the background art, the utility model provides the following technical scheme: the utility model provides a high roadbed subsides monitoring facilities that fills, includes the pressure bearing plate, the equal telescopic connection in both ends of pressure bearing plate has the limiting plate, two the equal fixedly connected with extrusion post in one side that the center was kept away from to the limiting plate, two equal sliding connection in bottom of extrusion post has the limiting post, two equal fixedly connected with locating plate in bottom of limiting post, two the locating hole has all been seted up around the locating plate, a plurality of the equal pegging graft in inner wall of locating hole has the gim peg, two the extrusion groove has been seted up to the inner wall of limiting post, and extrusion post sliding connection in the inner wall of extrusion groove.

Preferably, the bottom ends of the two extrusion columns are fixedly connected with the fixing plates, the fixing plates slide on the inner walls of the extrusion grooves, and the bottom surfaces of the two fixing plates are fixedly connected with rubber plugs.

Preferably, the side at the top of two locating plate is all fixedly connected with scale pipe, the inner wall sliding connection of scale pipe has the closing plate, the top fixedly connected with scale pole of closing plate, and scale pole extends to the top outside of scale pipe.

Preferably, the side surfaces of the two limiting columns are fixedly connected with guide pipes, the guide pipes extend to the inner walls of the extrusion grooves, and the other ends of the guide pipes are fixedly connected to the inner walls of the bottom ends of the scale pipes.

Preferably, the inner wall of the extrusion groove is provided with liquid.

Preferably, the tops of the two extrusion columns are respectively connected with an infrared signal emitter and an infrared signal receiver in an axial manner, and the infrared signal emitters and the infrared signal receivers are mutually matched.

Preferably, the signal lamps are fixedly connected to the outer sides of the two extrusion columns, and the signal lamps are respectively and electrically connected with the infrared signal emitter and the infrared signal receiver.

By adopting the technical scheme, a worker slides the limiting plate on the inner wall of the pressure receiving plate through moving the limiting plate, so that the monitoring device can be conveniently and quickly adjusted according to the width of the high-fill roadbed, then the monitoring device is installed according to the height of the high-fill roadbed by utilizing the extrusion columns and the limiting columns, positioning holes are formed in the periphery of the positioning plate, so that the worker can conveniently penetrate the fixing bolts through the inner wall of the positioning holes, the monitoring device is fixed, and the monitoring device can be conveniently adjusted and installed by the worker;

by adopting the technical scheme, when one side of the high-fill roadbed sinks, the high-fill roadbed is enabled to drive one side of the extrusion column to move downwards, the extrusion column is enabled to drive the infrared signal transmitter or the infrared signal receiver to move downwards, the infrared signal transmitter agrees that the infrared signal receivers cannot be matched with each other, then the signal lamp on the side face of the extrusion column works, and a worker can monitor the sinking inclination direction of the high-fill roadbed better.

Drawings

FIG. 1 is a schematic perspective view of the present utility model;

FIG. 2 is a schematic view of the front cross-section structure of the present utility model;

FIG. 3 is a schematic view of the structure A of FIG. 2 according to the present utility model;

fig. 4 is a schematic side sectional view of the present utility model.

In the figure: 1. a pressure receiving plate; 2. a limiting plate; 3. an extrusion column; 31. a fixing plate; 32. a rubber stopper; 33. an infrared signal emitter; 34. an infrared signal receiver; 35. a signal lamp; 4. a restraining post; 41. a guide tube; 5. a positioning plate; 51. a scale tube; 52. a sealing plate; 53. a scale bar; 6. positioning holes; 7. a fixing bolt; 8. an extrusion groove; 81. a liquid.

Detailed Description

The following describes the embodiments of the present utility model further with reference to the drawings. The description of these embodiments is provided to assist understanding of the present utility model, but is not intended to limit the present utility model. In addition, the technical features of the embodiments of the present utility model described below may be combined with each other as long as they do not collide with each other.

Example 1:

referring to fig. 1-4, the present utility model provides a technical solution: the utility model provides a high roadbed subsidence monitoring facilities that fills, including compression plate 1, the equal telescopic connection in both ends of compression plate 1 has limiting plate 2, one side equal fixedly connected with extrusion post 3 of center is kept away from to two limiting plates 2, the equal sliding connection in bottom of two extrusion posts 3 has limiting post 4, the equal fixedly connected with locating plate 5 in bottom of two limiting posts 4, locating hole 6 has all been seted up around two locating plate 5, the gim peg 7 has all been pegged graft to the inner wall of a plurality of locating holes 6, extrusion groove 8 has been seted up to the inner wall of two limiting posts 4, and extrusion post 3 sliding connection in the inner wall of extrusion groove 8, the equal fixedly connected with fixed plate 31 in bottom of two extrusion posts 3, and fixed plate 31 slides in the inner wall of extrusion groove 8, the bottom fixedly connected with rubber stopper 32 of two fixed plate 31, the equal fixedly connected with scale pipe 51 in the side at the top of two limiting plates 5, the inner wall sliding connection of scale pipe 51 has closing plate 52, the top fixedly connected with scale rod 53, and scale rod 53 extends to the top outside of scale pipe 51, the side fixedly connected with guiding tube 41 of two limiting posts 4, and guiding tube 41 extends to the inner wall 41 of the inner wall of guiding tube 8, the inner wall 41 of the other end of guiding tube 41 is equipped with, the inner wall 41 is connected with the inner wall 41 of guiding tube 81.

Specifically, the workman makes limiting plate 2 slide at the inner wall of pressure receiving plate 1 through removing limiting plate 2, be convenient for monitoring devices carries out fast adjustment according to the width of high roadbed that fills, then utilize extrusion post 3 and restriction post 4 to install according to the height of high roadbed that fills, locating hole 6 has been seted up through locating plate 5 all around, be convenient for the workman runs through the gim peg 7 in locating hole 6's inner wall, fix monitoring devices, be convenient for the workman adjusts and installs the device, when high roadbed that fills sinks, high roadbed drives pressure receiving plate 1, limiting plate 2 and extrusion post 3 and moves down, make extrusion post 3 drive fixed plate 31 and rubber buffer 32 slide in the inner wall of extrusion groove 8, make rubber buffer 32 extrude liquid 81, utilize guide tube 41 to guide the inside of scale pipe 51 with extruded liquid 81, make liquid 81 promote closing plate 52 and scale rod 53 upward movement, the workman is convenient for observe high roadbed condition of sinking to scale rod 53.

Example 2:

referring to fig. 1-4, the present utility model provides a technical solution: the utility model provides a high roadbed subsides monitoring facilities that fills, including compression plate 1, the equal telescopic connection in both ends of compression plate 1 has limiting plate 2, one side that two limiting plates 2 kept away from the center is equal fixedly connected with extrusion post 3, the equal sliding connection in bottom of two extrusion posts 3 has limiting post 4, the equal fixedly connected with locating plate 5 in bottom of two limiting posts 4, locating hole 6 has all been seted up around two locating plates 5, the gim peg 7 has all been pegged graft to the inner wall of a plurality of locating holes 6, extrusion groove 8 has been seted up to the inner wall of two limiting posts 4, and extrusion post 3 sliding connection in extrusion groove 8's inner wall, the top of two extrusion posts 3 is the hub connection respectively has infrared signal transmitter 33 and infrared signal receiver 34, mutually support between infrared signal transmitter 33 and the infrared signal receiver 34, the equal fixedly connected with signal lamp 35 in the outside of two extrusion posts 3, and electric connection between signal lamp 35 and infrared signal transmitter 33 and the infrared signal receiver 34 respectively.

Specifically, when one side of the high-fill subgrade sinks, the high-fill subgrade is enabled to drive the extrusion column 3 at one side to move downwards, so that the extrusion column 3 drives the infrared signal emitter 33 or the infrared signal receiver 34 to move downwards, the infrared signal emitter 33 agrees that the infrared signal receivers 34 cannot be matched with each other, and then the signal lamp 35 at the side of the extrusion column 3 works, so that workers can monitor the sinking inclination direction of the high-fill subgrade better.

The infrared signal emitter 33 is of the type E3F-20C1

The infrared signal receiver 34 is of the type E3F-20L

Working principle: the worker moves the limiting plate 2 to enable the limiting plate 2 to slide on the inner wall of the pressure receiving plate 1, so that the monitoring device can conveniently and quickly adjust according to the width of the high-fill roadbed, then the monitoring device is installed according to the height of the high-fill roadbed by utilizing the extrusion column 3 and the limiting column 4, the positioning holes 6 are formed in the periphery of the positioning plate 5, so that the worker can conveniently penetrate the fixing bolts 7 through the inner wall of the positioning holes 6, the monitoring device is fixed, the worker can conveniently adjust and install the monitoring device, when the high-fill roadbed sinks, the high-fill roadbed drives the pressure receiving plate 1, the limiting plate 2 and the extrusion column 3 to move downwards, the extrusion column 3 drives the fixing plate 31 and the rubber plugs 32 to slide in the inner wall of the extrusion groove 8, the rubber plug 32 is used for extruding the liquid 81, the extruded liquid 81 is led into the scale tube 51 by the guide tube 41, the liquid 81 is used for pushing the sealing plate 52 and the scale rod 53 to move upwards, workers can observe the sinking condition of the high-fill subgrade conveniently by the scale rod 53, when one side of the high-fill subgrade is sunk, the high-fill subgrade is used for driving the extruding column 3 on one side to move downwards, the extruding column 3 is used for driving the infrared signal emitter 33 or the infrared signal receiver 34 to move downwards, the infrared signal emitter 33 agrees that the infrared signal receivers 34 cannot be matched with each other, and then the signal lamp 35 on the side face of the extruding column 3 works, so that workers can monitor the sinking inclination direction of the high-fill subgrade well.

The embodiments of the present utility model have been described in detail above with reference to the accompanying drawings, but the present utility model is not limited to the described embodiments. It will be apparent to those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the utility model, and yet fall within the scope of the utility model.

Claims

1. High roadbed settlement monitoring equipment that fills, including receiving clamp plate (1), its characterized in that: the two ends of the pressure receiving plate (1) are connected with the limiting plates (2) in a telescopic manner, two limiting plates (2) are far away from one side of the center, which is fixedly connected with the extrusion column (3), two limiting columns (4) are connected with the bottom ends of the extrusion column (3) in a sliding manner, two positioning plates (5) are fixedly connected with the bottom ends of the limiting columns (4), positioning holes (6) are formed in the periphery of the positioning plates (5), fixing bolts (7) are inserted into the inner walls of the positioning holes (6), two extrusion grooves (8) are formed in the inner walls of the limiting columns (4), and the extrusion columns (3) are connected with the inner walls of the extrusion grooves (8) in a sliding manner.

2. The high fill subgrade settlement monitoring device as set forth in claim 1, wherein: the bottom ends of the two extrusion columns (3) are fixedly connected with fixing plates (31), the fixing plates (31) slide on the inner wall of the extrusion groove (8), and rubber plugs (32) are fixedly connected to the bottom surfaces of the two fixing plates (31).

3. The high fill subgrade settlement monitoring device as set forth in claim 1, wherein: the side at the top of two locating plate (5) all fixedly connected with scale pipe (51), the inner wall sliding connection of scale pipe (51) has closing plate (52), the top fixedly connected with scale pole (53) of closing plate (52), and scale pole (53) extend to the top outside of scale pipe (51).

4. A high fill subgrade settlement monitoring device as claimed in claim 3, wherein: the side surfaces of the two limiting columns (4) are fixedly connected with guide pipes (41), the guide pipes (41) extend to the inner walls of the extrusion grooves (8), and the other ends of the guide pipes (41) are fixedly connected to the inner walls of the bottom ends of the scale pipes (51).

5. The high fill subgrade settlement monitoring device as set forth in claim 1, wherein: the inner wall of the extrusion groove (8) is provided with liquid (81).

6. The high fill subgrade settlement monitoring device as set forth in claim 1, wherein: the tops of the two extrusion columns (3) are respectively connected with an infrared signal emitter (33) and an infrared signal receiver (34) in an axial mode, and the infrared signal emitters (33) and the infrared signal receivers (34) are matched with each other.

7. The high fill subgrade settlement monitoring device as set forth in claim 6, wherein: the outside of two extrusion post (3) all fixedly connected with signal lamp (35), and signal lamp (35) respectively with infrared signal transmitter (33) and infrared signal receiver (34) between electric connection.