Roadbed reinforcing structure for highway design

Abstract

The utility model discloses a roadbed reinforcing structure for highway design, which comprises safe edges and a roadbed, the safe edges are poured on the two sides of the roadbed, a drainage structure penetrates through the safe edges and extends to the outside, the filling stability of the roadbed is ensured through the safe edges, and through the action of a tamping structure, along with the filling of the roadbed, the filling stability of the roadbed is ensured. A composite foundation is formed by vibrating filled materials such as sand, stones, soil, lime and lime soil and tamping soil, due to the compaction effect after tamping, the soil in the roadbed is compacted, so that the bearing capacity of the roadbed is improved, a drainage consolidation method is used under the action of a drainage structure, and the basic principle of the drainage consolidation method is that under the action of additional loads, the soft soil foundation can be consolidated to form a soft soil foundation. And pore water is gradually discharged, so that the void ratio is reduced, consolidation deformation is generated, and the strength of the foundation soil is gradually increased in the process.

Description

TECHNICAL FIELD

[0001] The utility model relates to roadbed reinforcing structure for highway design belongs to roadbed reinforcing technology field. BACKGROUND

[0002] When the roadbed bears the vehicle load transmitted by the road surface structure layer and its own gravity, it needs to have enough bearing capacity. In some cases where the natural foundation condition is poor, such as soft soil foundation, loose sandy soil foundation, etc., the strength of the foundation soil is not enough to bear these loads. Through reinforcing measures, the physical and mechanical properties of the foundation soil can be improved, and the shear strength, compressive strength and other indicators of the foundation soil can be improved, so that the roadbed can bear greater load. The existing reinforcing device can only be rammed from above the ground, and the reinforcing effect is poor. UTILITY MODEL CONTENT

[0003] The utility model discloses a kind of roadbed reinforcing structures for highway design, to solve the problems raised in the above background technology.

[0004] To achieve the above object, the utility model provides the following technical scheme: a kind of roadbed reinforcing structure for highway design, including edge protection and roadbed, the both sides of the roadbed are poured with edge protection, the inner wall of the edge protection is embedded with tamping structure, the tamping structure is attached with the inner wall of roadbed, the inner wall of the roadbed is inserted with drainage structure, the drainage structure penetrates edge protection and extends to outside.

[0005] Preferably, the tamping structure includes a vibrating plate, the vibrating plate is inserted into the inner wall of the edge protection, the tamping structure is connected to the edge protection by two springs, the outer wall of the two springs is sleeved with a sheath, one end of the sheath is connected to the vibrating plate, the other end of the sheath is fixedly connected to the inner wall of the edge protection, the sheath is made of soft rubber, two vibration motors are fixedly assembled on the side of the vibrating plate close to the edge protection.

[0006] Preferably, the drainage structure includes a through pipe, the through pipe penetrates the edge protection, the inner side end of the through pipe is respectively communicated with a hopper and a water tank through a tee joint, the upper end of the hopper is fixedly communicated with a mesh tube, the inner wall of the water tank is fixedly assembled with an inclined block, the higher side of the inclined block is away from the through pipe, the inner wall of the water tank is fixedly assembled with a screen at the upper end.

[0007] Preferably, the outer side end of the through pipe is fixedly assembled with a water pump.

[0008] Compared with the prior art, the roadbed reinforcing structure has the advantages that: the edge protection ensures the filling stability of the roadbed, the vibration plate, the vibration motor, the sheath, the spring, the drainage structure, the water tank, the partition net, the inclined block, the tee joint, the through pipe, the hopper and the net cylinder are used, the vibration fills the sand, the stone, the soil, the lime, the lime soil and other materials into the roadbed, and the vibration compacts the materials to form a composite foundation, the soil in the roadbed is compacted to improve the bearing capacity of the roadbed, the compaction structure can be used again when the road surface is maintained and repaired, the utilization rate is high, the drainage consolidation method is used, the basic principle of the drainage consolidation method is that the soft soil foundation is gradually drained under the action of the additional load, the void ratio is reduced, the consolidation deformation is generated, the strength of the soft soil foundation is gradually increased in the process, the drainage system and the pressurization system are combined to form the compaction structure, the compaction structure ensures the reinforcing effect of the roadbed, and the quality of the roadbed is high and practical. BRIEF DESCRIPTION OF DRAWINGS

[0009] Figure 1 It is a perspective view of the utility model;

[0010] Figure 2 It is a perspective view of the compaction structure;

[0011] Figure 3 It is a perspective view of the drainage structure;

[0012] Figure 4 It is a plane sectional view of the utility model.

[0013] In the drawing: 1 is an edge protection, 2 is a roadbed, 3 is a compaction structure, 31 is a vibration plate, 32 is a vibration motor, 33 is a sheath, 34 is a spring, 4 is a drainage structure, 41 is a water tank, 42 is a partition net, 43 is an inclined block, 44 is a tee joint, 45 is a through pipe, 46 is a hopper, 47 is a net cylinder, 5 is a water pump. DETAILED DESCRIPTION

[0014] The technical solutions in the embodiments of the utility model will be clearly and completely described below with reference to the drawings in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, rather than all the embodiments. Based on the embodiments of the utility model, all other embodiments obtained by a person of ordinary skill in the art without creative labor fall within the protection scope of the utility model.

[0015] Please refer to Figures 1-4 The utility model provides a roadbed reinforcing structure for highway design, including edge protection 1 and roadbed 2, the both sides of roadbed 2 are poured with edge protection 1, the inner wall of edge protection 1 is embedded with compaction structure 3, compaction structure 3 is in line with the inner wall of roadbed 2, the inner wall of roadbed 2 is inserted with drainage structure 4, and drainage structure 4 penetrates edge protection 1 and extends to the outside.

[0016] The filling stability of the roadbed 2 is ensured by the edge protection 1, and the vibration compaction structure 3 is used to compact the filled sand, stone, soil, lime, lime-soil and other materials, and the compacted soil forms a composite foundation. The compaction of the roadbed 2 increases the bearing capacity of the roadbed 2. The vibration compaction structure 3 can be used again during the regular maintenance and repair of the road surface, and the utilization rate is high. The drainage structure 4 is used to use the drainage consolidation method. The basic principle of the drainage consolidation method is that the soft soil foundation gradually drains the pore water under the action of the additional load, reduces the pore ratio, and produces consolidation deformation. In this process, the strength of the foundation soil gradually increases. It is composed of a drainage system and a pressurization system. The pressurization system is the compaction structure, which ensures the reinforcement effect of the roadbed 2, and the quality of the roadbed 2 is practical.

[0017] The vibration compaction structure 3 includes a vibration plate 31 inserted into the inner wall of the edge protection 1. The vibration compaction structure 3 is connected to the edge protection 1 through two springs 34. The outer wall of the two springs 34 is sleeved with a sheath 33. One end of the sheath 33 is connected to the vibration plate 31, and the other end of the sheath 33 is fixedly connected to the inner wall of the edge protection 1. The sheath 33 is made of soft rubber. Two vibration motors 32 are fixedly assembled on one side of the side wall of the vibration plate 31 close to the edge protection 1.

[0018] When the vibration compaction structure 3 is needed, first, start the two vibration motors 32 to drive the vibration plate 31 to vibrate and displace, and drive the gravel in the roadbed 2 to be stacked and compacted. At the same time, the two springs 34 play a supporting and shock-absorbing effect to prevent the edge protection from being damaged for a long time with the vibration plate 31. At the same time, the sheath 33 can protect the spring 34 to ensure its service life.

[0019] The drainage structure 4 includes a through pipe 45 penetrating the edge protection 1. The inner end of the through pipe 45 is connected to a funnel 46 and a water tank 41 through a three-way joint 44. The upper end of the funnel 46 is fixedly connected to a mesh tube 47. The inner wall of the water tank 41 is fixedly assembled with an inclined block 43. The higher side of the inclined block 43 is away from the through pipe 45. The inner wall of the water tank 41 is fixedly assembled with a separation net 42.

[0020] When the roadbed 2 is used, it will seep into the roadbed 2 in rainy weather. The water in the roadbed 2 will gradually collapse for a long time. At this time, the drainage structure 4 is needed. The water will enter the funnel 46 and the water tank 41 through the mesh tube 47 and the separation net 42 respectively. The water in the water tank 41 is guided into the three-way joint 44 through the inclined block 43, and then into the through pipe 45 through the three-way joint 44 and discharged.

[0021] The outer end of the through pipe 45 is fixedly assembled with a water pump 5.

[0022] The water pump 5 is more conducive to the drainage work.

[0023] While the embodiments of the present application have been illustrated and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the spirit and scope of the application, which is defined by the appended claims and their equivalents.

Claims

1. A subgrade reinforcing structure for highway design, characterized by: The utility model provides a roadbed structure, including the edge (1) and roadbed (2), the both sides of roadbed (2) are poured with edge (1), the inner wall of edge (1) is inlayed with ramming structure (3), the inner wall of roadbed (2) is inserted with drainage structure (4), drainage structure (4) penetrates edge (1) and extends to outside.

2. A subgrade reinforcing structure for highway design according to claim 1, characterized in that: The ramming structure (3) includes a vibrating plate (31) that is inserted into the inner wall of the edge (1). The ramming structure (3) is connected to the edge (1) by two springs (34). The outer wall of the two springs (34) is sleeved with a sheath (33). One end of the sheath (33) is connected to the vibrating plate (31), and the other end of the sheath (33) is fixedly connected to the inner wall of the edge (1). The sheath (33) is made of soft rubber. Two vibration motors (32) are fixedly assembled on the side of the vibrating plate (31) that is close to the edge (1).

3. A subgrade reinforcing structure for highway design according to claim 1, characterized in that: The drainage structure (4) includes a through pipe (45) that penetrates the edge (1). The inner side end of the through pipe (45) is respectively communicated with a funnel (46) and a water tank (41) through a tee joint (44). The upper end of the funnel (46) is fixedly communicated with a mesh tube (47). The inner wall of the water tank (41) is fixedly assembled with an inclined block (43). The higher side of the inclined block (43) is away from the through pipe (45). The inner wall of the water tank (41) is fixedly assembled with a separation net (42) on the upper end.

4. A subgrade reinforcing structure for highway design according to claim 3, characterized in that: The outer side end of the through pipe (45) is fixedly assembled with a water pump (5).

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