CN216040467U - Road design roadbed reinforced structure - Google Patents
Road design roadbed reinforced structure Download PDFInfo
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- CN216040467U CN216040467U CN202122701827.3U CN202122701827U CN216040467U CN 216040467 U CN216040467 U CN 216040467U CN 202122701827 U CN202122701827 U CN 202122701827U CN 216040467 U CN216040467 U CN 216040467U
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- road
- fixedly connected
- roadbed
- plate
- basic
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 37
- 238000005452 bending Methods 0.000 claims abstract description 21
- 230000002787 reinforcement Effects 0.000 claims abstract description 21
- 238000002955 isolation Methods 0.000 claims abstract description 18
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 17
- 230000008595 infiltration Effects 0.000 claims abstract description 16
- 238000001764 infiltration Methods 0.000 claims abstract description 16
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 13
- 239000010410 layer Substances 0.000 claims description 37
- 229910000831 Steel Inorganic materials 0.000 claims description 25
- 239000010959 steel Substances 0.000 claims description 25
- 239000000126 substance Substances 0.000 claims description 15
- 239000000463 material Substances 0.000 claims description 13
- 239000010426 asphalt Substances 0.000 claims description 10
- 239000002344 surface layer Substances 0.000 claims description 10
- 229920001343 polytetrafluoroethylene Polymers 0.000 claims description 5
- 239000004810 polytetrafluoroethylene Substances 0.000 claims description 5
- 239000011440 grout Substances 0.000 claims description 4
- -1 polytetrafluoroethylene Polymers 0.000 claims description 2
- 238000010276 construction Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 230000007774 longterm Effects 0.000 description 4
- 239000002689 soil Substances 0.000 description 4
- 230000018109 developmental process Effects 0.000 description 3
- 238000001125 extrusion Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 239000000701 coagulant Substances 0.000 description 2
- 239000004567 concrete Substances 0.000 description 2
- 239000012466 permeate Substances 0.000 description 2
- 230000032683 aging Effects 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model discloses a road design roadbed reinforcement structure, wherein a water permeable groove is formed in the surface of a vertical plate of a roadbed, a basic gravel layer is fixedly connected to the bottom of one side of the vertical plate of the roadbed, an isolation reinforcement assembly is fixedly connected to the top of the basic gravel layer, the isolation reinforcement assembly comprises a bottom reinforcing steel bar, a connecting bending frame is fixedly connected to the top of the bottom reinforcing steel bar, a clamping groove block is fixedly connected to the surface of the connecting bending frame, and an inserted rod is fixedly connected to the bottom of the inner wall of the connecting bending frame. This road design road bed reinforced structure, through basic rubble layer and the joint setting of keeping apart the reinforcement subassembly, road bottom foundation structure adopts the rubble to pave and tamps, can avoid bottom dirt bed to be blown away by the infiltration rainwater, has improved the holistic compressive strength of road bed to carry out the whole reinforcement to the road bed through set up double-deck reinforcing bar at the rubble top, the holistic intensity of road is effectively improved.
Description
Technical Field
The utility model relates to the technical field of roads, in particular to a roadbed reinforcing structure for a road design.
Background
The influence of roads on the safety of automobiles is reflected in whether the development of roads and the construction of road networks are suitable for the living standard and living habit of people and the economic development of society. If the number of the vehicles is small, the service life of the road is reduced, and problems are easy to occur, so that the traffic safety problem is prominent. And secondly, whether the road management facility and the traffic control facility are scientific and reasonable. If scientific and reasonable, the system can dredge vehicles in some way when the traffic is congested, solve the problem of traffic congestion and reduce traffic safety accidents. Again the impact of road design on traffic safety. There are some roads, and the driver is easy to make wrong judgments due to the unreasonable design.
Along with infrastructure's high-speed development, the construction intensity of road is also more and more taken into account, and ordinary road bulk strength is not high, and surface gathered water only can rely on the drain line to discharge, and the drain line can natural aging take place the infiltration after working for a long time, causes the bottom soil texture soft easily to ordinary road basis is firm, is pushed down by the vehicle for a long time, and the road both sides are by the side extrusion, and long-term stability in use reduces.
SUMMERY OF THE UTILITY MODEL
Aiming at the defects of the prior art, the utility model provides a road design roadbed reinforcing structure, which solves the problems that the overall strength of a common road is not high, accumulated water on the road surface can only be discharged by virtue of a drainage pipeline, the drainage pipeline can naturally age and permeate after working for a long time, the soil at the bottom layer is easy to soften, the foundation of the common road is firm, the common road is pressed down by a vehicle for a long time, the two sides of the road are laterally extruded, and the stability in long-term use is reduced.
In order to achieve the purpose, the utility model is realized by the following technical scheme: a road design roadbed reinforcing structure comprises a roadbed vertical plate, wherein a permeable groove is arranged on the surface of the roadbed vertical plate, a basic gravel layer is fixedly connected to the bottom of one side of the roadbed vertical plate, an isolation reinforcing component is fixedly connected to the top of the basic gravel layer, the isolation reinforcing component comprises a bottom reinforcing steel bar, a connecting bending frame is fixedly connected to the top of the bottom reinforcing steel bar, a clamping groove block is fixedly connected to the surface of the connecting bending frame, an inserting rod is fixedly connected to the bottom of the inner wall of the connecting bending frame, a top reinforcing steel bar is fixedly connected to the top of the connecting bending frame, an asphalt surface layer is fixedly connected to the top of the isolation reinforcing component, a side reinforcing component is fixedly connected to the bottom of the other side of the roadbed vertical plate, the side reinforcing component comprises a first side plate fixedly connected with the roadbed vertical plate, and a second side plate is fixedly connected to the top of the first side plate, the top fixedly connected with third curb plate of second curb plate, the putting groove has been seted up on the surface of first curb plate, second curb plate and third curb plate, one side fixedly connected with embedding connecting plate of road bed riser.
Preferably, the first screw, the second screw and the third screw penetrate through the surfaces of the first side plate, the second side plate and the third side plate in sequence, and the top ends of the first screw, the second screw and the third screw are fixedly connected with an operating plate.
Preferably, the surface of pitch superficial layer is provided with infiltration steel ring and chemical material and adds the steel ring, the bottom intercommunication of infiltration steel ring has the infiltration pipe.
Preferably, the bottom of the infiltration pipe penetrates through the asphalt surface layer, the isolation and reinforcement component and the basic gravel layer in sequence and extends to the bottom of the basic gravel layer.
Preferably, the bottom of the chemical material adding steel ring is communicated with a grouting pipe, and a PTFE (polytetrafluoroethylene) film is arranged on the surface of the grouting pipe.
Preferably, the bottom end of the grouting pipe penetrates through the asphalt surface layer, the isolation reinforcing component and the basic gravel layer in sequence and extends to the inside of the basic gravel layer.
Advantageous effects
The utility model provides a roadbed reinforcing structure for a road design. Compared with the prior art, the method has the following beneficial effects:
(1) the road design roadbed reinforcing structure comprises a roadbed vertical plate, a basic gravel layer is fixedly connected with the bottom of one side of the roadbed vertical plate, an isolation reinforcing component is fixedly connected with the top of the basic gravel layer and comprises bottom reinforcing steel bars, the top of the bottom reinforcing steel bars is fixedly connected with a connecting bending frame, the surface of the connecting bending frame is fixedly connected with a clamping groove block, the bottom of the inner wall of the connecting bending frame is fixedly connected with an inserted rod, the top of the connecting bending frame is fixedly connected with top reinforcing steel bars, the top of the isolation reinforcing component is fixedly connected with an asphalt surface layer, the surface of the asphalt surface layer is provided with a water seepage steel ring and a chemical material adding steel ring, the bottom of the water seepage steel ring is communicated with a water seepage pipe, the bottom of the water seepage pipe sequentially penetrates through the asphalt surface layer, the isolation reinforcing component and the basic gravel layer and extends to the bottom of the basic gravel layer, and the bottom of the chemical material adding steel ring is communicated with a grouting pipe, the bottom end of the grouting pipe sequentially penetrates through the asphalt surface layer, the isolation reinforcing component and the basic gravel layer and extends to the inside of the basic gravel layer, the foundation structure at the bottommost layer of the road is paved and tamped by adopting the gravels, the bottom soil layer can be prevented from being blown away by penetrating rainwater, the overall compressive strength of the roadbed is improved, the road roadbed is integrally reinforced by arranging double-layer reinforcing steel bars at the tops of the gravels, the overall strength of the road is effectively improved, meanwhile, the accumulated water on the road surface can be firstly output to a bottom urban drainage network through the water seepage pipe by the combined arrangement of the water seepage steel ring and the chemical material adding steel ring, the water seepage pipe and the grouting pipe, and when the inside of the basic gravel layer is loosened, enough chemical coagulants can be directly poured into the basic gravel layer through the chemical material adding steel ring, on the premise of not renovating the road, directly improving the overall strength of the road.
(2) The road design roadbed reinforcing structure comprises a roadbed vertical plate, a side reinforcing component is fixedly connected with the bottom of the other side of the roadbed vertical plate, the side reinforcing component comprises a first side plate fixedly connected with the roadbed vertical plate, the top of the first side plate is fixedly connected with a second side plate, the top of the second side plate is fixedly connected with a third side plate, the surfaces of the first side plate, the second side plate and the third side plate are provided with embedded grooves, one side of the roadbed vertical plate is fixedly connected with an embedded connecting plate, the surfaces of the first side plate, the second side plate and the third side plate are sequentially penetrated with a first screw, a second screw and a third screw, the top ends of the first screw, the second screw and the third screw are fixedly connected with an operating plate, the two sides of a road are reinforced and stacked and reinforced by three layers through the arrangement of the side reinforcing component, the side surface of the road can effectively resist transverse extrusion, and meanwhile, through the arrangement of long screws, the connecting strength of a side device and an underground foundation is further improved, the long-term use stability is improved, the installation is rapid, and the construction is convenient.
Drawings
FIG. 1 is a front view of the present invention;
FIG. 2 is a schematic view of the construction of the isolation and reinforcement assembly of the present invention;
FIG. 3 is a schematic view of the structure of the side reinforcing component of the present invention.
In the figure: 1. a roadbed vertical plate; 2. a base crushed stone layer; 3. an isolation and reinforcement assembly; 31. bottom reinforcing steel bars; 32. connecting the bending frame; 33. a slot clamping block; 34. inserting a rod; 35. a top steel bar; 4. an asphalt surface layer; 5. a side reinforcement assembly; 51. a first side plate; 52. a second side plate; 53. a third side plate; 54. placing the mixture into a groove; 55. embedding the connecting plate; 56. a first screw; 57. a second screw; 58. a third screw; 59. an operation panel; 6. a water seepage steel ring; 7. adding steel rings into the chemical materials; 8. a water seepage pipe; 9. grouting pipes; 10. a water permeable tank.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-3, the present invention provides a technical solution: the utility model provides a road design roadbed reinforced structure, including the road bed riser 1, the surface of road bed riser 1 is provided with the groove 10 of permeating water, the bottom fixedly connected with of road bed riser 1 one side has basic metalling 2, the top fixedly connected with of basic metalling 2 keeps apart reinforcement assembly 3, it includes bottom reinforcing bar 31 to keep apart reinforcement assembly 3, the top fixedly connected with of bottom reinforcing bar 31 connects bending frame 32, the fixed surface of connecting bending frame 32 is connected with draw-in groove piece 33, connect bending frame 32 inner wall bottom fixedly connected with inserted bar 34, the top fixedly connected with top reinforcing bar 35 of connecting bending frame 32, the top fixedly connected with pitch superficial layer 4 of keeping apart reinforcement assembly 3, the surface of pitch superficial layer 4 is provided with steel ring infiltration 6 and chemical material interpolation steel ring 7, the bottom intercommunication of infiltration steel ring 6 has infiltration pipe 8, the bottom of infiltration pipe 8 runs through pitch superficial layer 4 in proper order, Keep apart reinforcement component 3 and basic metalling 2 and extend to the bottom of basic metalling 2, the bottom intercommunication that the chemical material adds steel ring 7 has grout pipe 9, the bottom of grout pipe 9 passes through pitch superficial layer 4 in proper order, keep apart reinforcement component 3 and basic metalling 2 and extend to the inside of basic metalling 2, through the combined setting of basic metalling 2 and isolation reinforcement component 3, the road bottom foundation structure adopts the rubble to pave the pad tamp, can avoid bottom soil layer to be blown away by the rainwater that permeates, the compressive strength of roadbed is whole improved, and carry out the whole reinforcement to the road roadbed through setting up double-deck reinforcing bar at the rubble top, the holistic intensity of road obtains effectively improving, simultaneously through infiltration steel ring 6, the chemical material adds steel ring 7, infiltration pipe 8 and the combined setting of grout pipe 9, surface ponding can be exported to bottom city network at first through infiltration pipe 8, in addition, when the basic gravel layer 2 is loosened, enough chemical coagulants can be directly poured into the basic gravel layer 2 by adding the steel ring 7 through chemical materials, and the overall strength of the road is directly improved on the premise of not renewing the road.
The bottom of the other side of the roadbed riser 1 is fixedly connected with a side reinforcing component 5, the side reinforcing component 5 comprises a first side plate 51 fixedly connected with the roadbed riser 1, the top of the first side plate 51 is fixedly connected with a second side plate 52, the top of the second side plate 52 is fixedly connected with a third side plate 53, the surfaces of the first side plate 51, the second side plate 52 and the third side plate 53 are provided with an embedding groove 54, one side of the roadbed riser 1 is fixedly connected with an embedding connecting plate 55, the surfaces of the first side plate 51, the second side plate 52 and the third side plate 53 are sequentially penetrated with a first screw 56, a second screw 57 and a third screw 58, the top ends of the first screw 56, the second screw 57 and the third screw 58 are fixedly connected with an operating plate 59, through the arrangement of the side reinforcing component 5, the two sides of a road are reinforced and stacked by three layers, the side surface of the road can effectively resist transverse extrusion, and meanwhile, through the arrangement of long screws, the joint strength of the side device and the foundation of the ground is further improved, the long-term use stability is improved, the installation is rapid, the construction is convenient, and the surface of the grouting pipe 9 is provided with the PTFE film.
And those not described in detail in this specification are well within the skill of those in the art.
Sufficient high grade concrete is poured between the bottom rebar 31 and the top rebar 35.
During operation, the subgrade riser 1 to the road both sides is laid the installation, put into groove 54 cement in first curb plate 51, second curb plate 52 and the third curb plate 53, to put into groove 54 and imbed the connecting plate 55 and aim at and be connected, then rotatory operation board 59, install first screw 56, second screw 57 and third screw 58 one by one, at first lay tamped basic metalling 2, then lay bottom reinforcing bar 31, then install draw-in groove piece 33 at bottom reinforcing bar 31 top, then install same bottom reinforcing bar 31 one by one, with inserted bar 34 and the block of connecting the bending frame 32, lay backward one by one, lay top reinforcing bar 35 at last, then pour into the concrete, lay pitch superficial layer 4 at last, after solidifying completely, accept the road and use.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a road design road bed reinforced structure, includes road bed riser (1), its characterized in that: the surface of the roadbed vertical plate (1) is provided with a water permeable groove (10), the bottom fixed connection of one side of the roadbed vertical plate (1) is provided with a basic gravel layer (2), the top fixed connection of the basic gravel layer (2) is provided with an isolation and reinforcement component (3), the isolation and reinforcement component (3) comprises a bottom reinforcing steel bar (31), the top fixed connection of the bottom reinforcing steel bar (31) is provided with a connection bending frame (32), the surface fixed connection of the connection bending frame (32) is provided with a clamping groove block (33), the bottom fixed connection of the inner wall bottom of the connection bending frame (32) is provided with an inserted bar (34), the top fixed connection of the connection bending frame (32) is provided with a top reinforcing steel bar (35), the top fixed connection of the isolation and reinforcement component (3) is provided with an asphalt surface layer (4), and the bottom fixed connection of the other side of the roadbed vertical plate (1) is provided with a side reinforcing component (5), subassembly (5) is strengthened to side includes first curb plate (51) with road bed riser (1) fixed connection, the top fixedly connected with second curb plate (52) of first curb plate (51), the top fixedly connected with third curb plate (53) of second curb plate (52), put into groove (54) have been seted up on the surface of first curb plate (51), second curb plate (52) and third curb plate (53), one side fixedly connected with embedding connecting plate (55) of road bed riser (1).
2. A road-designed roadbed reinforcing structure according to claim 1, wherein: the surface of the first side plate (51), the surface of the second side plate (52) and the surface of the third side plate (53) are sequentially penetrated with a first screw (56), a second screw (57) and a third screw (58), and the top ends of the first screw (56), the second screw (57) and the third screw (58) are fixedly connected with an operation plate (59).
3. A road-designed roadbed reinforcing structure according to claim 1, wherein: the surface of pitch superficial layer (4) is provided with infiltration steel ring (6) and chemical material and adds steel ring (7), the bottom intercommunication of infiltration steel ring (6) has infiltration pipe (8).
4. A road-designed roadbed reinforcing structure according to claim 3, wherein: the bottom of the water seepage pipe (8) penetrates through the asphalt surface layer (4), the isolation and reinforcement assembly (3) and the basic gravel layer (2) in sequence and extends to the bottom of the basic gravel layer (2).
5. A road-designed roadbed reinforcing structure according to claim 3, wherein: the bottom of the chemical material adding steel ring (7) is communicated with a grouting pipe (9), and a PTFE (polytetrafluoroethylene) film is arranged on the surface of the grouting pipe (9).
6. A road-designed roadbed reinforcement structure according to claim 5, wherein: the bottom of grout pipe (9) runs through pitch surface course (4), keeps apart and consolidates subassembly (3) and basic rubble layer (2) and extend to the inside of basic rubble layer (2) in proper order.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122701827.3U CN216040467U (en) | 2021-11-06 | 2021-11-06 | Road design roadbed reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122701827.3U CN216040467U (en) | 2021-11-06 | 2021-11-06 | Road design roadbed reinforced structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216040467U true CN216040467U (en) | 2022-03-15 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122701827.3U Expired - Fee Related CN216040467U (en) | 2021-11-06 | 2021-11-06 | Road design roadbed reinforced structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216040467U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115948950A (en) * | 2023-01-10 | 2023-04-11 | 山东高速工程建设集团有限公司 | Modular roadbed construction method |
-
2021
- 2021-11-06 CN CN202122701827.3U patent/CN216040467U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115948950A (en) * | 2023-01-10 | 2023-04-11 | 山东高速工程建设集团有限公司 | Modular roadbed construction method |
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| 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: 20220315 |