CN210216040U - Dynamic monitoring device for on-site filling material construction of high-speed rail track slab - Google Patents
Dynamic monitoring device for on-site filling material construction of high-speed rail track slab Download PDFInfo
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- CN210216040U CN210216040U CN201920131980.7U CN201920131980U CN210216040U CN 210216040 U CN210216040 U CN 210216040U CN 201920131980 U CN201920131980 U CN 201920131980U CN 210216040 U CN210216040 U CN 210216040U
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Abstract
The utility model provides a high-speed railway track board on-spot filling material construction dynamic monitoring device, including the steel pipe, a support, miniature monochromatic black and white image charge coupler, charge coupling controller and wireless transmission module, the support is equilateral L shape, support right angle end rigid coupling is on the steel pipe lateral wall, steel pipe axis perpendicular support terminal surface, miniature monochromatic black and white image charge coupler links firmly in support one end, charge coupling controller links firmly in the support other end, wireless transmission module links firmly in support bending end, wherein, miniature monochromatic black and white image charge coupler and charge coupling controller electric connection, charge coupling controller and wireless transmission module electric connection; four steel pipes branch put track board four corners departments, support medial surface butt is in track board right angle limit department to it is the same to make the interval between each miniature monochromatic black and white image charge coupler and the track board, the utility model has the advantages of reach the filling technology quantization construction of control high-speed railway track board, improved railway efficiency of construction.
Description
Technical Field
The utility model relates to a construction quality control technical field, specifically speaking relates to high-speed railway track board on-spot filling material construction dynamic monitoring device.
Background
After the high-speed railway track slab is laid, filling construction needs to be carried out below the high-speed railway track slab, because the filling material is poured through the middle round hole of the high-speed railway track slab, visual observation cannot be carried out by constructors, and therefore whether the filling material meets the technical requirements of filling construction cannot be judged.
SUMMERY OF THE UTILITY MODEL
In order to solve the defects of the prior art, the utility model aims to provide a dynamic monitoring device for the on-site filling material construction of a high-speed rail track plate, which aims to overcome the defects in the prior art.
In order to achieve the above object, the utility model provides a high-speed rail road plate on-site filling material construction dynamic monitoring device, including the steel pipe, a support, miniature monochromatic black-and-white image charge coupler, charge coupling controller and wireless transmission module, the support is equilateral L shape, support right angle end rigid coupling is on the steel pipe lateral wall, the steel pipe axis is perpendicular to the support terminal surface, miniature monochromatic black-and-white image charge coupler links firmly in support one end, charge coupling controller links firmly in the support other end, wireless transmission module links firmly in the support bending end, wherein, miniature monochromatic black-and-white image charge coupler and charge coupling controller electric connection, charge coupling controller and wireless transmission module electric connection; the four steel pipes are respectively arranged at four corners of the track plate, and the inner side surface of the bracket is abutted against the right-angle side of the track plate, so that the distances between each micro monochrome black-and-white image charge coupler and the track plate are the same.
By adopting the technical scheme, during detection, the steel pipe is inserted into four corners of the track slab, the miniature monochromatic black-and-white image charge coupler is started to monitor the inflow process of the self-compacting concrete filling, and the images are transmitted to a multi-image distance scale-equipped display screen of a site in a wireless manner in real time by the charge coupler controller and the wireless transmission module, so that technical support is provided for construction quality control personnel to judge whether the filling material reaches the filling construction; the bracket is arranged to abut against the bent angle of the track plate, so that the distances between the micro monochrome black-and-white image charge couplers on the steel pipes and the track plate are the same, and errors generated by the micro monochrome black-and-white image charge couplers are reduced.
As a further explanation of the present invention, preferably, the top of the steel tube is fixedly connected with an antenna, and the antenna is electrically connected with the wireless transmission module.
Through adopting above-mentioned technical scheme, set up the antenna at the steel pipe top, make the signal that the antenna sent can transmit comprehensively, avoid receiving to block and influence the receipt of signal.
As to the utility model discloses a further explanation, preferably, the connecting plate has been linked firmly between the steel pipe of track board width direction, connecting plate terminal surface and track board side butt.
Through adopting above-mentioned technical scheme, set up the connecting plate and can not only play the effect of connecting the steel pipe, can also pass through the butt when using on the track board lateral wall, make the automatic vertically of steel pipe place in track board four corners department, need not extra adjustment, the problem of straightness error that hangs down when avoiding artificially inserting and establishing the steel pipe, simple structure is very practical.
As a further explanation of the present invention, preferably, the telescopic rod is fixedly connected between the steel pipes in the length direction of the track plate, so that the distance between the steel pipes in the length direction of the track plate is changed.
Through adopting above-mentioned technical scheme, set up the telescopic link and not only can connect the steel pipe, avoid the steel pipe to scatter and deposit and lose, when not using detection device, draw the telescopic link length short moreover, make the space that occupies diminish between the steel pipe, make detection device deposit better.
As a further explanation of the present invention, preferably, the top of the two ends of the telescopic rod is fixedly connected with a semi-annular handle.
Through adopting above-mentioned technical scheme, set up the handle and be convenient for draw and carry the telescopic link to be convenient for stretch and shrink the telescopic link.
The utility model discloses following beneficial effect has:
1. the utility model detects the flow of concrete by arranging the micro monochrome black-and-white image charge coupler, the charge coupling controller and the wireless transmission module on the steel pipe, so that constructors can observe the forming process of the filling layer in real time, judge whether the construction is qualified as soon as possible and save working hours;
2. the steel pipes are automatically vertical by arranging the connecting plates, and no additional adjustment is needed;
3. the telescopic rod is arranged to be connected with the steel pipe, so that the steel pipe is prevented from being scattered, stored and lost.
Drawings
Fig. 1 is a top view of the present invention;
fig. 2 is a side view of the present invention;
FIG. 3 is an enlarged view of A in FIG. 2;
fig. 4 is a front view of the present invention;
fig. 5 is an enlarged view of B in fig. 4.
Description of reference numerals:
1. a steel pipe; 11. a connecting plate; 2. a support; 3. a micro monochrome black and white image charge coupler; 4. a charge coupler controller; 5. a wireless transmission module; 6. an antenna; 7. a telescopic rod; 71. a handle; 8. a track plate; 81. filling the hole; 82. a filling layer; 83. a bottom layer.
Detailed Description
In order to further understand the structure, characteristics and other objects of the present invention, the following detailed description is given with reference to the accompanying preferred embodiments, which are only used to illustrate the technical solution of the present invention and are not intended to limit the present invention.
The dynamic monitoring device for the field filling material construction of the high-speed rail track plate is combined with a graph shown in a figure 3 and a graph shown in a figure 5 and comprises a steel pipe 1, a support 2, a micro monochrome black-and-white image charge coupler 3, a charge coupling controller 4 and a wireless transmission module 5, wherein the support 2 is in an equilateral L shape, the right-angle end of the support 2 is fixedly connected to the side wall of the steel pipe 1, the axis of the steel pipe 1 is perpendicular to the end surface of the support 2, the micro monochrome black-and-white image charge coupler 3 is fixedly connected to one end of the support 2, the charge coupling controller 4 is fixedly connected to the other end of the support 2, and the wireless transmission module 5 is fixedly connected to the bent end of the support 2, wherein the micro monochrome black-and-white image charge coupler 3 and the charge coupling controller 4 adopt a module (black-and-white wide dynamic low illumination) of a commercially available high-definition SONY.
Referring to fig. 3 and 5, the micro monochrome black-and-white image charge coupler 3 is electrically connected to the charge coupling controller 4, and the charge coupling controller 4 is electrically connected to the wireless transmission module 5; the four steel pipes 1 are respectively arranged at four corners of the track plate 8, and the inner side surface of the support 2 is abutted against the right-angle edge of the track plate 8, so that the distances between the micro monochrome black-and-white image charge couplers 3 and the track plate 8 are the same.
With reference to fig. 1 and 2, a filling hole 81 is formed between adjacent track slabs 8, a filling layer 82 is filled at the bottom of each track slab 8, the filling hole 81 is communicated with the filling layer 82, and the filling layer 82 is made of concrete; the bottom of the filling layer 82 is provided with a bottom layer 83 to support the filling layer 82 and the track plate 8.
With reference to fig. 3 and 5, during detection, the steel pipe 1 is inserted into four corners of the track slab 8, the micro monochrome black-and-white image charge coupler 3 is started to monitor the inflow process of the self-compacting concrete filling, and the images are transmitted to a multi-image distance scale display screen on site in a wireless manner in real time by the charge coupler controller 4 and the wireless transmission module 5, so as to provide technical support for construction quality control personnel to judge whether the filling material reaches the filling construction; the bracket 2 is arranged to abut against the folding angle of the track plate 8, so that the distances between the micro monochrome black-and-white image charge couplers 3 on the steel pipes 1 and the track plate 8 are the same, and errors generated by the micro monochrome black-and-white image charge couplers 3 are reduced.
With reference to fig. 1 and 2, the antenna 6 is fixedly connected to the top of the steel pipe 1, the antenna 6 is electrically connected to the wireless transmission module 5, and the antenna 6 is disposed on the top of the steel pipe 1, so that signals transmitted by the antenna 6 can be transmitted comprehensively, and the influence on the reception of the signals due to blocking is avoided.
With reference to fig. 1 and 2, a square connecting plate 11 is fixedly connected between the steel pipes 1 in the width direction of the track plate 8, the end surface of the connecting plate 11 is abutted against the side surface of the track plate 8, and the connecting plate 11 not only can be used for connecting the steel pipes 1, but also can be abutted against the side wall of the track plate 8 when in use, so that the steel pipes 1 can be automatically and vertically placed at the four corners of the track plate 8 without additional adjustment, the problem of error in verticality when the steel pipes 1 are manually inserted is avoided, and the structure is simple and very practical; the connecting plate 11 is fixedly connected with a power supply to supply power to each electronic device, so that each electronic device can work normally.
With reference to fig. 1 and 4, the telescopic rods 7 are fixedly connected between the steel pipes 1 in the length direction of the track plate 8, so that the distance between the steel pipes 1 in the length direction of the track plate 8 is changed, the telescopic rods 7 can be connected with the steel pipes 1, the steel pipes 1 are prevented from being scattered and stored and lost, and when the detection device is not used, the length of the telescopic rods 7 is shortened, so that the space occupied between the steel pipes 1 is reduced, and the detection device is better stored; the top parts of the two ends of the telescopic rod 7 are fixedly connected with semi-annular handles 71, and the handles 71 are arranged to facilitate pulling and lifting of the telescopic rod 7 and stretching and contraction of the telescopic rod 7.
It should be noted that the above mentioned embodiments and embodiments are intended to demonstrate the practical application of the technical solution provided by the present invention, and should not be interpreted as limiting the scope of the present invention. Various modifications, equivalent substitutions and improvements will occur to those skilled in the art and are intended to be within the spirit and scope of the present invention. The protection scope of the present invention is subject to the appended claims.
Claims (5)
1. The dynamic monitoring device for the construction of the on-site filling material of the high-speed rail track slab is characterized by comprising a steel pipe (1), a support (2), a miniature monochromatic black-and-white image charge coupler (3), a charge coupling controller (4) and a wireless transmission module (5), wherein the support (2) is in an equilateral L shape, the right-angle end of the support (2) is fixedly connected to the side wall of the steel pipe (1), the axis of the steel pipe (1) is vertical to the end surface of the support (2), the miniature monochromatic black-and-white image charge coupler (3) is fixedly connected to one end of the support (2), the charge coupling controller (4) is fixedly connected to the other end of the support (2), and the wireless transmission module (5) is fixedly connected to the bent, the micro monochrome black-and-white image charge coupler (3) is electrically connected with the charge coupling controller (4), and the charge coupling controller (4) is electrically connected with the wireless transmission module (5); four steel pipes (1) are respectively arranged at four corners of the track plate (8), and the inner side surface of the support (2) is abutted against the right-angle edge of the track plate (8), so that the distances between the micro monochromatic black-and-white image charge couplers (3) and the track plate (8) are the same.
2. The dynamic monitoring device for the construction of the filling material on the high-speed rail track board site is characterized in that an antenna (6) is fixedly connected to the top of the steel pipe (1), and the antenna (6) is electrically connected with the wireless transmission module (5).
3. The dynamic monitoring device for on-site filling material construction of the high-speed rail track board is characterized in that a connecting plate (11) is fixedly connected between the steel pipes (1) in the width direction of the track board (8), and the end face of the connecting plate (11) is abutted against the side face of the track board (8).
4. The dynamic monitoring device for on-site filling material construction of the high-speed rail track board as claimed in claim 1, wherein telescopic rods (7) are fixedly connected between the steel pipes (1) in the length direction of the track board (8) so as to change the distance between the steel pipes (1) in the length direction of the track board (8).
5. The dynamic monitoring device for on-site filling material construction of the high-speed railway track board as claimed in claim 4, wherein the top of the two ends of the telescopic rod (7) is fixedly connected with a semi-annular handle (71).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920131980.7U CN210216040U (en) | 2019-01-25 | 2019-01-25 | Dynamic monitoring device for on-site filling material construction of high-speed rail track slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920131980.7U CN210216040U (en) | 2019-01-25 | 2019-01-25 | Dynamic monitoring device for on-site filling material construction of high-speed rail track slab |
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| CN210216040U true CN210216040U (en) | 2020-03-31 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201920131980.7U Active CN210216040U (en) | 2019-01-25 | 2019-01-25 | Dynamic monitoring device for on-site filling material construction of high-speed rail track slab |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114318973A (en) * | 2022-01-11 | 2022-04-12 | 南京工业大学 | Height adjusting device with shoulder blocking rail and adjusting method thereof |
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2019
- 2019-01-25 CN CN201920131980.7U patent/CN210216040U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114318973A (en) * | 2022-01-11 | 2022-04-12 | 南京工业大学 | Height adjusting device with shoulder blocking rail and adjusting method thereof |
| CN114318973B (en) * | 2022-01-11 | 2022-09-16 | 南京工业大学 | Height adjusting device with shoulder blocking rail and adjusting method thereof |
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| GR01 | Patent grant | ||
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| TR01 | Transfer of patent right |
Effective date of registration: 20211229 Address after: 300384 No. 1 plant-d-801, No. 13, Ziyuan Road, Huayuan Industrial Zone, Binhai high tech Zone, Binhai New Area, Tianjin Patentee after: Tianjin Zhongshi Weichuang Material Technology Co.,Ltd. Address before: 300457 area a, building C, No. 2-3 plant, Weiqi Road, Microelectronics Industrial Zone, economic and Technological Development Zone, Binhai New Area, Tianjin Patentee before: TIANJIN TUOZHAN WEICHUANG MATERIAL RESEARCH CO.,LTD. |
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| TR01 | Transfer of patent right |