CN210561555U - Town road reinforced structure - Google Patents
Town road reinforced structure Download PDFInfo
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- CN210561555U CN210561555U CN201921385231.3U CN201921385231U CN210561555U CN 210561555 U CN210561555 U CN 210561555U CN 201921385231 U CN201921385231 U CN 201921385231U CN 210561555 U CN210561555 U CN 210561555U
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Abstract
The utility model relates to a municipal administration road reinforced structure, including reinforcing skeleton and filling layer, reinforcing skeleton and filling layer all fix and set up in the fracture mouth on the road bed main part, reinforcing skeleton include vertical pole and horizon bar, vertical pole includes unit pole and connecting cylinder, the diameter of unit pole equals with the internal diameter of connecting cylinder, all is provided with the screw thread on unit pole lateral surface and the connecting cylinder medial surface, wear to be equipped with two unit poles in a connecting cylinder, and accompany a connecting cylinder between two adjacent unit poles; the both ends of horizon bar are all fixed and are provided with the go-between, and the axis of the go-between on the same horizon bar is parallel to each other and perpendicular to horizon bar, and the internal diameter of go-between is greater than the diameter of unit pole, and is less than the external diameter of connecting cylinder, the bottom surface of fracture mouth on seted up and worn to establish the groove, the lower extreme of vertical pole is inserted and is established and wear to establish the inslot, inlays the top surface that is less than the road bed main part at the intraoral vertical pole upper end of establishing at the fracture. It can use the equipment according to actual conditions, convenient to use.
Description
Technical Field
The utility model relates to a technical field of town road especially relates to a town road reinforced structure.
Background
At present, along with the increase of traffic load, the town road is after the use of certain age, and its structural performance can continuous degradation, especially the current more cement road of large truck, and after long-term the use, the road surface is anti uneven settlement nature poor, leads to the town road fracture damage extremely easily, brings certain potential safety hazard for the driving a vehicle, has reduced the travelling comfort of town road driving simultaneously. The current common repairing method is to fill cement mortar in the broken part to reduce the influence on the traveling crane. However, newly filled cement mortar cannot be well attached to a roadbed, and meanwhile, because the cement mortar is added in the later period, the structural strength of the cement mortar is lower than that of an original roadbed which is taken as a whole, and the cement mortar is not tightly attached to the roadbed, the reliability of a road after repairing and reinforcing is poor, and the repaired and reinforced part of the road surface is easy to break or pot holes again after driving.
Chinese patent with publication number CN208104951U discloses a local reinforced structure of town road, which comprises a roadbed main body, a fracture port is arranged on the roadbed main body, and the local reinforced structure also comprises a plurality of mutually crossed reinforcing ribs, a plurality of rib mounting grooves are formed on the roadbed main body at the fracture port, the tail ends of the reinforcing ribs are clamped in the mounting grooves, the local reinforced structure also comprises filling aggregate and a bonding layer, the filling aggregate and the reinforcing ribs are filled in the fracture port, and the bonding layer is arranged between the filling aggregate and the roadbed main body. The structure greatly enhances the strength of the filling aggregate, and ensures the reliability of repairing and reinforcing the municipal road. However, in the actual use process, the size of the gap on the road is changed and cannot be predetermined, so that the structure needs to be cut to match with the fracture opening on the road in the use process, otherwise, the structure cannot be well assembled in the fracture opening, and the use is very inconvenient.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a town road reinforced structure, it can use the equipment, convenient to use according to actual conditions.
The above object of the present invention can be achieved by the following technical solutions: a municipal road reinforcing structure comprises a reinforcing framework and a filling layer, wherein the reinforcing framework and the filling layer are fixedly arranged in a fracture opening on a roadbed main body, the reinforcing framework comprises a vertical rod and a horizontal rod, the vertical rod comprises a unit rod and a connecting cylinder, the diameter of the unit rod is equal to the inner diameter of the connecting cylinder, threads are arranged on the outer side surface of the unit rod and the inner side surface of the connecting cylinder, two unit rods penetrate through one connecting cylinder, and one connecting cylinder is clamped between two adjacent unit rods; the both ends of horizon bar are all fixed and are provided with the go-between, and the axis of the go-between on the same horizon bar is parallel to each other and perpendicular to horizon bar, and the internal diameter of go-between is greater than the diameter of unit pole, and is less than the external diameter of connecting cylinder, the bottom surface of fracture mouth on seted up and worn to establish the groove, the lower extreme of vertical pole is inserted and is established and wear to establish the inslot, inlays the top surface that is less than the road bed main part at the intraoral vertical pole upper end of establishing at the fracture.
By adopting the technical scheme, when the reinforced framework is paved, the bottom surface of the fracture opening is firstly provided with the through groove, and then the vertical rod is inserted into the through groove; when the reinforced framework is assembled, the through grooves are formed according to the actual depth of the fracture opening, and connecting cylinders which are closest to the fracture opening and are arranged on different unit rods are located at the same height, so that other connecting cylinders are uniformly distributed in the fracture opening. And then assembling the unit rod and the connecting cylinder to form a vertical rod, and sleeving the connecting rings on the horizontal rod on the unit rod together during installation so as to form a reinforced framework. It can use the equipment according to actual conditions, convenient to use.
The utility model discloses further set up to: the projections of the penetrating grooves on the top surface of the roadbed main body are arranged in a rectangular array mode, and the distance between every two adjacent vertical rods is equal.
Through adopting above-mentioned technical scheme, make the even distribution of wearing to establish the groove in fracture mouth, the follow-up horizontal pole of installation of being convenient for, it is more convenient to use.
The utility model discloses further set up to: the lower ends of the unit rods with the lowest height in the vertical rods are arranged to be in a taper shape.
Through adopting above-mentioned technical scheme, because at the in-process of construction, often have the sand and soil inflow in the wearing groove, lead to wearing groove inside to be blockked up. And the structure can more easily insert the vertical rod into the through groove.
The utility model discloses further set up to: the vertical rods are detachably provided with supporting sheets, the vertical rods are perpendicular to the supporting sheets, and the supporting sheets are arranged at the upper ends of the unit rods with the highest height.
Through adopting above-mentioned technical scheme, will consolidate the skeleton and lay to after filling the filling layer, the backing sheet can support road bed main part top surface, further increase this reinforced structure's intensity, difficult fracture or pot hole appear once more.
The utility model discloses further set up to: the support piece downside on fixedly connected with support section of thick bamboo, the inboard of supporting a section of thick bamboo is provided with the screw thread, and the unit pole upper end of high height wears to establish in supporting a section of thick bamboo in the vertical pole, is connected with the floor between support section of thick bamboo and the support piece.
By adopting the technical scheme, the installation of the supporting sheet is simpler and more convenient, and the supporting cylinder and the supporting sheet are reinforced by the rib plates, so that the stability of the supporting sheet is further improved.
The utility model discloses further set up to: the middle part of the unit rod is provided with a screwing section, two opposite side surfaces in the screwing section are cut to form planes, and the two planes are parallel to each other.
Through adopting above-mentioned technical scheme, be provided with the section of screwing up in the middle of the unit pole to be convenient for the workman adopt the instrument such as spanner to twist the unit pole into the connecting cylinder.
The utility model discloses further set up to: the unit rod is sleeved with a fastening nut, and the fastening nut is sleeved between the screwing section and the connecting cylinder.
Through adopting above-mentioned technical scheme, through screwing up fastening nut, make fastening nut can fix this fastening nut and rather than the go-between the adjacent downside connecting cylinder to it is more firm to make whole reinforcement skeleton texture.
The utility model discloses further set up to: and two fastening nuts are arranged between the tightening section and the connecting cylinder.
Through adopting above-mentioned technical scheme, two fastening nut are mutual butt when screwing up, are difficult for appearing the phenomenon of offset. When a filling layer is poured subsequently, the phenomenon that the whole reinforcing framework is scattered is not easy to occur.
To sum up, the utility model discloses a beneficial technological effect does:
1. the device can be used and assembled according to actual conditions, and is convenient to use;
2. the whole reinforced framework has stable structure and is not easy to fall apart.
Drawings
Fig. 1 is a schematic structural diagram of the present invention;
FIG. 2 is a schematic structural view of the present invention after the aggregate is hidden;
fig. 3 is an enlarged schematic view of a portion a in fig. 2.
Reference numerals: 1. reinforcing the framework; 2. a vertical rod; 21. a unit bar; 22. a connecting cylinder; 23. screwing down the section; 3. a horizontal bar; 31. a connecting ring; 4. a support sheet; 41. a support cylinder; 42. a rib plate; 5. fastening a nut; 6. a fracture port; 61. a groove is arranged in a penetrating way; 7. a filling layer; 71. filling aggregate; 72. and (5) an adhesive layer.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
As shown in fig. 1, a town road reinforcing structure comprises a reinforcing skeleton 1 and a filling layer 7, wherein the filling layer 7 comprises filling aggregate 71 and an adhesive layer, and the adhesive layer is arranged between the filling aggregate 71 and a roadbed main body. The reinforcing framework 1 and the filling layer 7 are fixedly arranged in a fracture opening 6 on the roadbed main body.
As shown in fig. 2 and 3, through grooves 61 are formed in the bottom surface of the fracture opening 6, the projections of the through grooves 61 on the top surface of the roadbed main body are arranged in a rectangular array, and the projection distances between two adjacent through grooves 61 are equal. The reinforcing frame 1 includes a vertical rod 2 inserted into the through groove 61 and a horizontal rod 3 horizontally disposed. The vertical rod 2 comprises a unit rod 21 and a connecting cylinder 22, the unit rod 21 is a threaded rod, threads are arranged on the inner side face of the connecting cylinder 22, the diameter of the unit rod 21 is equal to the inner diameter of the connecting cylinder 22, and the length of the unit rod 21 is larger than that of the connecting cylinder 22. One vertical rod 2 includes at least one unit rod 21 and one less connecting cylinder 22 than the unit rods 21, and two unit rods 21 are inserted into one connecting cylinder 22. A tightening section 23 is provided in the middle of the unit bar 21, and opposite sides of the unit bar 21 in the tightening section 23 are each cut to form a flat surface, and the two flat surfaces are parallel to each other. The two ends of the horizontal rod 3 are integrally formed with connecting rings 31, the axes of the connecting rings 31 on the same horizontal rod 3 are parallel to each other and perpendicular to the horizontal rod 3, and the inner diameter of the connecting rings 31 is larger than the diameter of the unit rod 21 and smaller than the outer diameter of the connecting cylinder 22.
As shown in fig. 2 and 3, the bottom end of the unit rod 21 at the lowest end of the vertical rod 2 is set to be conical, the support sheet 4 is installed at the upper end of the unit rod 21 at the highest end of the vertical rod 2, the support sheet 4 is circular, the diameter of the circle is not smaller than the distance between two adjacent through grooves 61, the support cylinder 41 is welded on the bottom surface of the support sheet 4, the inner side surface of the support cylinder 41 is provided with threads, and the inner diameter of the support cylinder 41 is equal to the diameter of the unit rod 21. Four ribs 42 are welded between the support tube 41 and the support sheet 4, and the ribs 42 are arranged at equal intervals along the outer side surface of the support tube 41. The unit rod 21 is sleeved with a fastening nut 5, the fastening nut 5 is sleeved between the tightening section 23 and the connecting cylinder 22, and two fastening nuts 5 are arranged between the tightening section 23 and the connecting cylinder 22.
In the actual installation process, the through grooves 61 are formed, and the depth of the through grooves 61 is such that the connecting cylinders 22 on different unit rods 21, which are closest to the openings of the fracture ports 6, are all located at the same height. Then, the unit rods 21 at the lower end of the vertical rod 2 group are arranged in the through grooves 61 in a penetrating mode, then the connecting cylinders 22 are screwed into the upper ends of the unit rods 21, the depth of the unit rods 21 inserted into the connecting cylinders 22 is half of that of the connecting cylinders 22, and then the next unit rod 21 is inserted into the connecting cylinders 22. After the connecting cylinders 22 are installed, the connecting ring 31 at one end of the horizontal rod 3 is sleeved on the unit rod 21, the connecting ring 31 at the other end of the horizontal rod 3 is sleeved on the adjacent vertical rod 2, and the number of the horizontal rods 3 is equal to the number of the connecting cylinders 22 which are adjacent to the connecting cylinders 22 and have the same height. Two fastening nuts 5 are then fitted over the unit rod 21, the lower fastening nut 5 abuts against the uppermost connecting ring 31 fitted over the unit rod 21, and the upper fastening nut 5 abuts against the upper fastening nut 5, so that the fastening nuts 5 are not prone to positional deviation after being mounted. And then, repeating the steps of the upper side in sequence until the distance between the upper end of the uppermost unit rod 21 and the top surface of the roadbed main body is less than the length of the unit rod 21, and then screwing the support sheet 4 into the upper end of the uppermost unit rod 21 to finish the installation of the reinforcing framework 1. And then coating an adhesive layer on the inner side surface of the fracture opening 6, and finally filling the filling aggregate 71 to finish the reinforcement. Whole reinforcement skeleton 1 comprises a plurality of parts, and it can use the equipment according to actual conditions, convenient to use.
The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.
Claims (8)
1. The utility model provides a town road reinforced structure, is including consolidating skeleton (1) and filling layer (7), consolidate skeleton (1) and filling layer (7) all fixed set up in fracture mouth (6) on the road bed main part, its characterized in that: the reinforcing framework (1) comprises a vertical rod (2) and a horizontal rod (3), the vertical rod (2) comprises unit rods (21) and connecting cylinders (22), the diameter of each unit rod (21) is equal to the inner diameter of each connecting cylinder (22), threads are arranged on the outer side surfaces of the unit rods (21) and the inner side surfaces of the connecting cylinders (22), two unit rods (21) penetrate through one connecting cylinder (22), and one connecting cylinder (22) is clamped between every two adjacent unit rods (21); the both ends of horizon bar (3) are all fixed and are provided with go-between (31), and the axis of go-between (31) on the same horizon bar (3) is parallel to each other and perpendicular to horizon bar (3), and the internal diameter of go-between (31) is greater than the diameter of unit pole (21), and is less than the external diameter of connecting cylinder (22), the bottom surface of fracture mouth (6) on seted up through-going groove (61), the lower extreme of vertical pole (2) is inserted and is established in establishing through-going groove (61), inlays vertical pole (2) upper end of establishing in fracture mouth (6) and is less than the top surface of road bed main part.
2. A town road reinforcing structure according to claim 1, wherein: the projections of the through grooves (61) on the top surface of the roadbed main body are arranged in a rectangular array, and the distance between every two adjacent vertical rods (2) is equal.
3. A town road reinforcing structure according to claim 1, wherein: the lower end of the unit rod (21) with the lowest height in the vertical rod (2) is arranged to be in a taper shape.
4. A town road reinforcing structure according to claim 1, wherein: the vertical rod (2) is detachably provided with a supporting sheet (4), the vertical rod (2) is perpendicular to the supporting sheet (4), and the supporting sheet (4) is arranged at the upper end of a unit rod (21) with the highest height.
5. A town road reinforcing structure according to claim 4, wherein: support piece (4) downside on fixedly connected with support section of thick bamboo (41), the inboard of supporting section of thick bamboo (41) is provided with the screw thread, and in vertical pole (2) high highest unit pole (21) upper end wore to establish in supporting section of thick bamboo (41), be connected with floor (42) between support section of thick bamboo (41) and support piece (4).
6. A town road reinforcing structure according to claim 1, wherein: a tightening section (23) is arranged in the middle of the unit rod (21), two opposite side surfaces of the tightening section (23) are cut to form planes, and the two planes are parallel to each other.
7. A town road reinforcing structure according to claim 6, wherein: the unit rod (21) is sleeved with a fastening nut (5), and the fastening nut (5) is sleeved between the tightening section (23) and the connecting cylinder (22).
8. A town road reinforcing structure according to claim 7, wherein: two fastening nuts (5) are arranged between the tightening section (23) and the connecting cylinder (22).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921385231.3U CN210561555U (en) | 2019-08-24 | 2019-08-24 | Town road reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921385231.3U CN210561555U (en) | 2019-08-24 | 2019-08-24 | Town road reinforced structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210561555U true CN210561555U (en) | 2020-05-19 |
Family
ID=70633050
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921385231.3U Expired - Fee Related CN210561555U (en) | 2019-08-24 | 2019-08-24 | Town road reinforced structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210561555U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114855540A (en) * | 2022-01-13 | 2022-08-05 | 山东智垒建筑工程有限公司 | Road pavement preassembling construction structure and construction method thereof |
-
2019
- 2019-08-24 CN CN201921385231.3U patent/CN210561555U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114855540A (en) * | 2022-01-13 | 2022-08-05 | 山东智垒建筑工程有限公司 | Road pavement preassembling construction structure and construction method thereof |
| CN114855540B (en) * | 2022-01-13 | 2023-12-19 | 山西华投建设集团有限公司 | Road pavement preassembling construction structure and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200519 Termination date: 20210824 |