Novel pavement structure

Abstract

The invention provides a novel pavement structure which comprises a bottom foundation and a concrete drainage ditch arranged on one side of a road, the bottom foundation is provided with a plurality of V-shaped beams and transverse drainage ditches in the longitudinal direction, and the bottom foundation is sequentially provided with a gravel layer, an aggregate layer, a fine sand layer and a brick pavement from bottom to top. The side, close to the concrete drainage ditch, in the gravel layer is provided with a slotted longitudinal drainage pipe, the slotted longitudinal drainage pipe is connected with a transverse drainage ditch, and the transverse drainage ditch is connected with the concrete drainage ditch. The pavement is formed by laying a bottom drainage system and multiple layers of materials, and water on the pavement permeates below the pavement and is drained in time; the paving bricks easy to replace are adopted at the top of the road surface, the strength is high, the influence of temperature or humidity is avoided, the requirements for convenient operation and maintenance and economy are met on the premise that the functional requirement of the road surface is met, and meanwhile attractiveness, safety, reliability, conventional and available materials and convenient construction are considered.

Description

Technical Field

[0001] The present invention relates to the field of hydraulic engineering, and particularly to a new type of road surface structure. Background Art

[0002] In civil engineering, roads, as an essential structure, are of great significance. The road setting must ensure the rapid drainage of seepage water, so that the accumulated water on the road surface can be effectively drained without pooling, and it can meet the requirements of vehicle passage. Considering that the road is the "face" of the project, its aesthetics are also getting more and more attention. Most of the roads used in engineering are asphalt roads, which are convenient for construction but have insufficient drainage effect, and the maintenance cost is high and time-consuming after being damaged. Moreover, its durability is poor in long-term humid or hot environments, and it lacks overall beauty. Summary of the Invention

[0003] The main purpose of the present invention is to provide a new type of road surface structure, hoping to effectively solve the problems in the background art.

[0004] To achieve the above purpose, the present invention adopts the following technical solutions:

[0005] A new type of road surface structure includes a bottom foundation and a concrete drainage ditch arranged on one side of the road. The bottom foundation is longitudinally provided with several V-shaped beams and transverse drainage ditches. The bottom foundation is sequentially provided with a gravel layer, an aggregate layer, a fine sand layer, and a brick-paved road surface from bottom to top. A slotted longitudinal drain pipe is arranged on one side of the gravel layer close to the concrete drainage ditch. The slotted longitudinal drain pipe is connected to the transverse drainage ditch, and the transverse drainage ditch is connected to the concrete drainage ditch.

[0006] While adopting the above technical solutions, the present invention can also adopt or combine the following technical solutions:

[0007] As a preferred technical solution of the present invention: The V-shaped beam is composed of a precast concrete beam and cast-in-place concrete.

[0008] As a preferred technical solution of the present invention: The V-shaped beam is fixed to the bottom foundation by anchor bolts.

[0009] As a preferred technical solution of the present invention: The distance between two adjacent V-shaped beams is 30m.

[0010] As a preferred technical solution of the present invention: The distance between two adjacent transverse drainage ditches is 150m.

[0011] As a preferred technical solution of the present invention: The thickness of the gravel layer is 10cm.

[0012] As a preferred technical solution of the present invention: The thickness of the aggregate layer is 1.5cm, and the particle size is 20cm.

[0013] As a preferred technical solution of the present invention: the thickness of the fine sand layer is 4 cm.

[0014] As a preferred technical solution of the present invention: the thickness of the bricks on the paved brick road surface is 8 cm.

[0015] As a preferred technical solution of the present invention: geotextiles are provided on both the outside of the grooved longitudinal drain pipe and the gravel layer.

[0016] The present invention provides a new road surface structure, which has the following beneficial effects: the present invention adopts a bottom drainage system and multi-layer material paving to form a road surface, so that the water on the road surface seeps below the road surface and is discharged in time; the top of the road surface uses bricks that are easy to replace, with high strength and not affected by temperature or humidity. On the premise of meeting the functional requirements of the road surface, it meets the requirements of convenient operation and maintenance and economy, and at the same time takes into account the aesthetics, is safe and reliable, the materials can be purchased conventionally, and the construction is convenient. Description of the Drawings

[0017] Figure 1 is a usage scenario diagram of the new road surface structure provided by the present invention;

[0018] Figure 2 is a cross-sectional view of the new road surface structure;

[0019] Figure 3 is Figure 1 an enlarged view of A in

[0020] Figure 4 is a schematic diagram of the V-shaped beam;

[0021] Figure 5 is a longitudinal cross-sectional view of the road surface and the concrete beam;

[0022] Figure 6 is a schematic diagram of the drain pipe accessing the transverse drainage ditch;

[0023] Figure 7 is a cross-sectional view of the transverse drainage ditch;

[0024] Figure 8 is a schematic diagram of the grooved longitudinal drain pipe;

[0025] Figure 9 is a usage schematic diagram of the grooved longitudinal drain pipe;

[0026] In the figure: 1-bottom foundation; 2-concrete drainage ditch; 3-V-shaped beam; 4-transverse drainage ditch; 5-gravel layer; 6-aggregate layer; 7-fine sand layer; 8-paved brick road surface; 9-grooved longitudinal drain pipe; 10-anchor bolt; 11-drainage hole; 12-soft drain pipe; 13-mortar plugging; 14-steel cover plate; 15-PVC pipe; 31-precast concrete beam; 32-cast-in-place concrete beam; 33-concrete joint. Detailed implementation manners

[0027] The present invention will be further described in detail with reference to the accompanying drawings and specific embodiments.

[0028] As Figure 1-7 shown, a new type of road surface structure includes a bottom foundation 1 and a concrete drainage ditch 2 arranged on one side of the road. The bottom foundation 1 is longitudinally provided with a number of V-shaped beams 3 and transverse drainage ditches 4. The bottom foundation 1 is successively provided with a gravel layer 5, an aggregate layer 6, a fine sand layer 7 and a brick-paved road surface 8 from bottom to top. A slotted longitudinal drain pipe 9 is arranged on one side of the gravel layer 5 close to the concrete drainage ditch 5. The slotted longitudinal drain pipe 9 is connected to the transverse drainage ditch 4, and the transverse drainage ditch 4 is connected to the concrete drainage ditch 2.

[0029] The V-shaped beam 3 is composed of a precast concrete beam 31 and a cast-in-situ concrete beam 32.

[0030] The V-shaped beam 3 is fixed to the bottom foundation 1 through anchor bolts 10.

[0031] The interval between two adjacent V-shaped beams 3 is 30 m.

[0032] The interval between two adjacent transverse drainage ditches 4 is 150 m.

[0033] The gravel layer 5 is 10 cm thick.

[0034] The aggregate layer 6 is 1.5 cm thick and the particle size is 20 cm.

[0035] The fine sand layer 7 is 4 cm thick.

[0036] The bricks of the brick-paved road surface 8 have a thickness of 8 cm.

[0037] Geotextiles are provided on both the gravel layer 5 and the outside of the slotted longitudinal drain pipe 9.

[0038] In this embodiment, taking the road in the tunnel as an example, it includes a bottom foundation 1 and a concrete drainage ditch 2 arranged on one side of the road. A V-shaped beam 3 is arranged every 30 m as the support of the sloping road to prevent sliding. The V-shaped beam 3 is composed of a precast concrete beam 31 and a cast-in-situ concrete beam 32, and there is a concrete joint 33 between them. The beam contains steel bars. The bottom of the precast concrete beam 31 is provided with anchor bolts 10 which are anchored into the bottom foundation 1 (the bottom foundation 1 is not water-permeable); a transverse drainage ditch 4 is arranged every 150 m (that is, a plurality of transverse drainage ditches 4 are arranged side by side). A steel cover plate 14 is installed on the top of the transverse drainage ditch 4. The drainage ditch has a certain slope and communicates with the concrete drainage ditch 2, and can effectively drain the water in the transverse drainage ditch 4 into the concrete drainage ditch 2 and discharge it in time; the road surface is composed of four layers of materials, including a gravel layer 5, an aggregate layer 6, a fine sand layer 7 and a brick-paved road surface 8, as Figure 6As shown, a slotted longitudinal drainage pipe 9 is arranged near the bottom of the concrete drainage ditch 2. The slotted longitudinal drainage pipe 9 is as shown in FIG. Figure 8-9 As shown, the seepage water is collected into the slotted longitudinal drainage pipe 9, and then flows into the transverse drainage ditch 4 through the slotted longitudinal drainage pipe 9 (to discharge the transverse seepage water), and then flows into the concrete drainage ditch 2. A drainage hole 11 is set in the hole and a soft drainage pipe 12 is introduced to introduce the seepage water in the hole into the concrete drainage ditch 2 for timely drainage (to discharge the longitudinal seepage water), and a mortar plugging 13 is set at the connection between the drainage hole 11 and the soft drainage pipe 12.

[0039] Specifically, the above-mentioned new pavement structure is implemented through the following steps:

[0040] S1, complete the implementation of the concrete drainage ditch 2, which is poured with reinforced concrete;

[0041] S2. Set a V-beam 3 every 30m to support the sloped road to prevent sliding;

[0042] S3, installing a precast concrete beam 31, which contains a PVC pipe 15, so that water can pass smoothly in the longitudinal direction, driving an anchor rod 10 on the precast concrete beam 31 and anchoring it into the bottom foundation 1, and then pouring a cast-in-place concrete beam 32, which contains steel bars;

[0043] S4. A transverse drainage ditch 4 is set every 150m. A steel cover plate 14 is installed on the top of the transverse drainage ditch 4. The transverse drainage ditch 4 is connected to the concrete drainage ditch 2 at a certain slope, so that the water in the transverse drainage ditch 4 can be introduced into the concrete drainage ditch 2 and discharged in time;

[0044] S5, installing a slotted longitudinal drainage pipe 9 at the external footing position near the concrete drainage ditch 2 and wrapping it with geotextile;

[0045] S6. Connect the slotted longitudinal drainage pipe 9 to the bottom of the transverse drainage ditch 4. Set a PVC pipe 15 at the bottom of the transverse drainage ditch 4 with a spacing of 1m to facilitate the smooth entry of seepage water into the transverse drainage ditch 4.

[0046] S7, laying a foundation gravel layer 5, and laying a geotextile thereon;

[0047] S8, then laying the aggregate layer 6, the fine sand layer 7 and the brick pavement 8 in sequence;

[0048] S9. For drainage in the hole, drainage holes 11 are set and soft drainage pipes 12 are introduced to guide the seepage water in the hole into the concrete drainage ditch 2 for timely drainage.

[0049] The above specific embodiments are used to explain the present invention, and are only the preferred embodiments of the present invention, rather than limiting the present invention. Any modifications, equivalent replacements, improvements, etc. made within the spirit and scope of the claims of the present invention fall within the protection scope of the present invention.

Claims

1. A new type of pavement structure, comprising a bottom foundation (1) and a concrete drainage ditch (2) arranged on one side of the road, characterized in that: The bottom foundation (1) is provided with a plurality of V-shaped beams (3) and transverse drainage ditches (4) along the longitudinal direction. The bottom foundation (1) is provided with a gravel layer (5), an aggregate layer (6), a fine sand layer (7) and a brick paving surface (8) in order from bottom to top. A slotted longitudinal drainage pipe (9) is provided on one side of the gravel layer (5) close to the concrete drainage ditch (5). The slotted longitudinal drainage pipe (9) is connected to the transverse drainage ditch (4), and the transverse drainage ditch (4) is connected to the concrete drainage ditch (2).

2. The novel pavement structure according to claim 1 is characterized in that: The V-shaped beam (3) is composed of a precast concrete beam (31) and a cast-in-place concrete beam (32).

3. The novel pavement structure according to claim 1 is characterized in that: The V-shaped beam (3) is fixed on the bottom foundation (1) via anchor rods (10).

4. The novel pavement structure according to claim 1 is characterized in that: The interval between two adjacent V-shaped beams (3) is 30m.

5. The novel pavement structure according to claim 1 is characterized in that: The interval between two adjacent transverse drainage ditches (4) is 150m.

6. The novel pavement structure according to claim 1 is characterized in that: The gravel layer (5) is 10 cm thick.

7. The novel pavement structure according to claim 1 is characterized in that: The aggregate layer (6) is 1.5 cm thick and has a particle size of 20 cm.

8. The novel pavement structure according to claim 1 is characterized in that: The fine sand layer (7) is 4 cm thick.

9. The novel pavement structure according to claim 1 is characterized in that: The brick thickness of the brick paving road surface (8) is 8 cm.

10. The novel pavement structure according to claim 1 is characterized in that: Geotextiles are provided on the gravel layer (5) and on the outside of the slotted longitudinal drainage pipe (9).

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