Reinforced concrete seepage pipe measuring equipment

Abstract

The utility model discloses reinforced concrete seepage pipe measuring equipment, and belongs to the technical field of reinforced concrete seepage pipe measurement. The seepage pipe measuring equipment comprises a working table, a first motor is fixedly connected to the outer side of the working table, a first groove is formed in the top of the working table, the output end of the first motor is fixedly connected with a double-thread threaded rod, and the double-thread threaded rod is movably connected with the first groove. By arranging the air cylinder and the placing table, a permeation tube on the placing table can be driven to move up and down, a through hole in the tube can be conveniently aligned with a first limiting rod, by arranging a double-thread screw and a first moving block, a first motor can drive a clamping plate to move, and meanwhile the first limiting rod is driven to be inserted into the through hole in the permeation tube; the permeation tube fixing device is simple in structure and convenient to use, permeation tubes of various sizes can be fixed conveniently, a second limiting rod can be driven to move and inserted into a through hole by arranging a sliding groove and a movable plate, the distance between the through holes can be tested through a laser range finder, a receiver and a displayer, data can be displayed through the displayer, and labor is reduced.

Description

Technical Field

[0001] The utility model belongs to the technical field of reinforced concrete seepage pipe measurement, in particular to reinforced concrete seepage pipe measurement equipment. Background Art

[0002] The infiltration pipe is made of permeable materials such as sandless concrete or perforated pipe. The infiltration pipe should be equipped with pre-treatment facilities such as grass-planting ditches and sedimentation (sand) pools. The opening rate of the infiltration pipe should be controlled between 1% and 3%, and the porosity of the sandless concrete pipe should be greater than 20%. The laying slope of the infiltration pipe should meet the drainage requirements. The infiltration pipe should be filled with gravel or other porous materials around it, and the gravel layer should be wrapped with a permeable geotextile. The overlap width of the geotextile should not be less than 200mm. When the infiltration pipe is set under the driving road surface, the covering depth should not be less than 700mm. After production, it is necessary to measure the spacing between the through holes on the infiltration pipe and check the through hole spacing data. The measurement spacing is generally measured manually, and it is not easy to fix, which is labor-intensive and inconvenient. Utility Model Content

[0003] In order to solve the problems raised in the above background technology, the purpose of the utility model is to provide a reinforced concrete seepage pipe measuring device, which has the advantages of being able to fix the seepage pipe and facilitate measuring the distance between the through holes 1.

[0004] The utility model provides the following technical scheme: a reinforced concrete seepage pipe measuring device, comprising a workbench, the outer side of the workbench is fixedly connected with a first motor, the top of the workbench is provided with a first groove, the output end of the first motor is fixedly connected with a double-threaded screw, the double-threaded screw is movably connected to the first groove, the outer side of the double-threaded screw is threadedly connected with a first moving block, the top of the first moving block is fixedly connected with a clamping plate, the clamping plate is movably connected to the workbench, the inner side of the clamping plate is fixedly connected with a first limiting rod, the top of the workbench is provided with a sliding groove, the interior of the sliding groove is movably connected with a moving plate, the interior of the moving plate is movably connected with a second limiting rod, a laser rangefinder is arranged on the outer side of the moving plate, a receiver is fixedly connected with the top of the workbench, the laser rangefinder is connected to the receiver signal, a support plate is fixedly connected with the outer side of the workbench, a display is fixedly connected with the outer side of the support plate, the laser rangefinder is electrically connected to the display, a cylinder is fixedly connected with the top of the workbench, and the output end of the cylinder is fixedly connected with a placing table.

[0005] The beneficial effects of the utility model are as follows: the utility model can drive the infiltration tube on the placement table to move up and down by setting a cylinder and a placement table, so as to facilitate the alignment of the through hole on the tube with the first limit rod. By setting a double-threaded screw and a first moving block, the first motor can drive the clamping plate to move, and at the same time drive the first limit rod to be inserted into the through hole on the infiltration tube, so as to facilitate the fixation of infiltration tubes of various sizes. By setting a slide groove and a moving plate, the second limit rod can be driven to move and inserted into the through hole. The spacing between the through holes can be tested by a laser rangefinder, a receiver and a display, and the data can be displayed on the display, thereby reducing labor. The utility model can drive the pressure plate to move up and down by setting a stud and a second moving block, so as to squeeze the tops of infiltration tubes of different heights and increase the stability of the infiltration tubes. BRIEF DESCRIPTION OF THE DRAWINGS

[0006] Figure 1 It is a schematic diagram of the structure of the utility model.

[0007] Figure 2 It is a schematic diagram of the structural surface of the utility model.

[0008] Figure 3 The utility model structure Figure 2 Enlarged schematic diagram at point A in the middle.

[0009] Figure 4 It is a front view schematic diagram of the structure of the utility model. DETAILED DESCRIPTION

[0010] The technical solutions in the embodiments of the present invention will be described clearly and completely below in conjunction with the accompanying drawings in the embodiments of the present invention.

[0011] like Figures 1 to 4 As shown, the reinforced concrete seepage pipe measuring device of this embodiment includes a workbench 1, a first motor 2 is fixedly connected to the outer side of the workbench 1, a first groove 3 is provided on the top of the workbench 1, a double-threaded screw 4 is fixedly connected to the output end of the first motor 2, the double-threaded screw 4 is movably connected to the first groove 3, a first moving block 5 is threadedly connected to the outer side of the double-threaded screw 4, a clamping plate 6 is fixedly connected to the top of the first moving block 5, the clamping plate 6 is movably connected to the workbench 1, a first limiting rod 7 is fixedly connected to the inner side of the clamping plate 6, and a slide groove 8 is provided on the top of the workbench 1 A movable plate 9 is movably connected inside the slide groove 8, a second limit rod 10 is movably connected inside the movable plate 9, a laser rangefinder 11 is arranged on the outer side of the movable plate 9, a receiver 12 is fixedly connected to the top of the workbench 1, the laser rangefinder 11 is signal-connected with the receiver 12, a support plate 13 is fixedly connected to the outer side of the workbench 1, a display 14 is fixedly connected to the outer side of the support plate 13, the laser rangefinder 11 is electrically connected with the display 14, a cylinder 15 is fixedly connected to the top of the workbench 1, and a placement table 16 is fixedly connected to the output end of the cylinder 15.

[0012] refer to Figure 1 and Figure 4 A second motor 17 is fixedly connected to the bottom of the support plate 13, a second groove 18 is opened inside the support plate 13, a stud 19 is fixedly connected to the output end of the second motor 17, the stud 19 is movably connected to the second groove 18, a second moving block 20 is threadedly connected to the outer side of the stud 19, and a pressure plate 21 is fixedly connected to the outer side of the second moving block 20.

[0013] In this embodiment, the second motor 17 can drive the pressing plate 21 to move up and down through the stud 19 and the second moving block 20, so as to squeeze the tops of the permeation tubes at different heights and increase the stability of the permeation tubes.

[0014] refer to Figure 1 and Figure 4 A first scale 22 is fixedly connected to the front side of the pressing plate 21 , and a second scale 23 is fixedly connected to the right side of the pressing plate 21 .

[0015] In this embodiment, the first scale 22 and the second scale 23 are provided to facilitate testing of a portion of the length and width of the permeation tube.

[0016] refer to Figure 2 and Figure 4 A handle 24 is fixedly connected to the outer side of the second limiting rod 10 , a spring 25 is fixedly connected to the outer side of the movable plate 9 , and the outer side of the spring 25 is fixedly connected to the handle 24 .

[0017] In this embodiment, by providing a handle 24, the spring 25 can automatically drive the second limiting rod 10 to enter the through hole on the permeation tube to prevent the second limiting rod 10 from automatically moving out.

[0018] refer to Figure 3 A friction pad 26 is fixedly connected to the inner side of the clamping plate 6 .

[0019] In this embodiment, the friction pad 26 can increase the stability between the clamping plate 6 and the permeation tube when the friction pad 26 contacts the permeation tube.

[0020] refer to Figure 1 A limiting groove 27 is provided on the top of the placing platform 16 .

[0021] In this embodiment, the limiting groove 27 is provided to increase the stability of the permeation tube on the placement platform 16 .

[0022] The utility model places the infiltration tube into the limiting groove 27, drives the placing platform 16 to move through the cylinder 15, drives the infiltration tube to move through the placing platform 16, moves the infiltration tube so that the through hole on the tube is aligned with the first limiting rod 7, drives the double-threaded screw 4 to move through the first motor 2, drives the first moving block 5 to move through the double-threaded screw 4, drives the clamping plate 6 to move through the first moving block 5, drives the first limiting rod 7 and the friction pad 26 to move through the clamping plate 6, so that the first limiting rod 7 is inserted into the through hole on the infiltration tube, drives the stud 19 to move through the second motor 17, drives the second moving block 20 to move through the stud 19, drives the pressure plate 21 to move through the second moving block 20, and drives the first scale 2 through the pressure plate 21 2 moves with the second scale 23. When the friction pad 26 clamps the infiltration tube, the infiltration tube is fixed. The movable plate 9 is pulled by the handle 24 to move it in the slide groove 8. When the second limit rod 10 is aligned with the through hole, it stops. The handle 24 is pulled to drive the second limit rod 10 to move through the handle 24. The handle 24 is released. The handle 24 is driven by the spring 25 to push the second limit rod 10 into the through hole. The distance between the two is measured by the laser rangefinder 11 and the receiver 12. The data is displayed by the display 14. The first motor 2 is reversed to drive the clamping plate 6 to move outward. The second motor 17 is reversed to drive the pressure plate 21 to separate from the infiltration tube. The handle 24 is pulled to separate the second limit rod 10 from the infiltration tube, and the infiltration tube can be removed.

Claims

1. A reinforced concrete seepage pipe measuring device, comprising a workbench (1), characterized in that: The outer side of the workbench (1) is fixedly connected to a first motor (2), the top of the workbench (1) is provided with a first groove (3), the output end of the first motor (2) is fixedly connected to a double-threaded screw (4), the double-threaded screw (4) is movably connected to the first groove (3), the outer side of the double-threaded screw (4) is threadedly connected to a first moving block (5), the top of the first moving block (5) is fixedly connected to a clamping plate (6), the clamping plate (6) is movably connected to the workbench (1), the inner side of the clamping plate (6) is fixedly connected to a first limiting rod (7), the top of the workbench (1) is provided with a sliding groove (8), the inner side of the sliding groove (8) is movably connected to A movable plate (9), wherein the interior of the movable plate (9) is movably connected to a second limit rod (10), a laser rangefinder (11) is arranged on the outside of the movable plate (9), a receiver (12) is fixedly connected to the top of the workbench (1), the laser rangefinder (11) and the receiver (12) are signal-connected, a support plate (13) is fixedly connected to the outside of the workbench (1), a display (14) is fixedly connected to the outside of the support plate (13), the laser rangefinder (11) and the display (14) are electrically connected, and a cylinder (15) is fixedly connected to the top of the workbench (1), and the output end of the cylinder (15) is fixedly connected to a placement table (16).

2. A reinforced concrete seepage pipe measuring device according to claim 1, characterized in that: A second motor (17) is fixedly connected to the bottom of the support plate (13), a second groove (18) is provided inside the support plate (13), a stud (19) is fixedly connected to the output end of the second motor (17), the stud (19) is movably connected to the second groove (18), a second moving block (20) is threadedly connected to the outer side of the stud (19), and a pressure plate (21) is fixedly connected to the outer side of the second moving block (20).

3. A reinforced concrete seepage pipe measuring device according to claim 2, characterized in that: A first scale (22) is fixedly connected to the front side of the pressing plate (21), and a second scale (23) is fixedly connected to the right side of the pressing plate (21).

4. A reinforced concrete seepage pipe measuring device according to claim 3, characterized in that: A handle (24) is fixedly connected to the outer side of the second limiting rod (10), a spring (25) is fixedly connected to the outer side of the movable plate (9), and the outer side of the spring (25) is fixedly connected to the handle (24).

5. A reinforced concrete seepage pipe measuring device according to claim 4, characterized in that: A friction pad (26) is fixedly connected to the inner side of the clamping plate (6).

6. A reinforced concrete seepage pipe measuring device according to claim 1, 2 or 5, characterized in that: A limiting groove (27) is provided on the top of the placement platform (16).

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