CN217579587U - Reinforced solidified soil road additionally provided with wear-resistant thin layer and adhesive layer - Google Patents
Reinforced solidified soil road additionally provided with wear-resistant thin layer and adhesive layer Download PDFInfo
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- CN217579587U CN217579587U CN202221181603.2U CN202221181603U CN217579587U CN 217579587 U CN217579587 U CN 217579587U CN 202221181603 U CN202221181603 U CN 202221181603U CN 217579587 U CN217579587 U CN 217579587U
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- drain pipe
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- 239000010410 layer Substances 0.000 title claims abstract description 109
- 239000002689 soil Substances 0.000 title claims abstract description 29
- 239000012790 adhesive layer Substances 0.000 title claims abstract description 20
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims abstract description 53
- 235000017491 Bambusa tulda Nutrition 0.000 claims abstract description 53
- 241001330002 Bambuseae Species 0.000 claims abstract description 53
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims abstract description 53
- 239000011425 bamboo Substances 0.000 claims abstract description 53
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 22
- 239000010959 steel Substances 0.000 claims abstract description 22
- 238000007711 solidification Methods 0.000 claims abstract description 9
- 230000008023 solidification Effects 0.000 claims abstract description 9
- 238000004026 adhesive bonding Methods 0.000 claims abstract description 6
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 6
- 239000002344 surface layer Substances 0.000 claims description 17
- 210000003205 muscle Anatomy 0.000 abstract description 27
- 230000004888 barrier function Effects 0.000 abstract description 11
- 238000010276 construction Methods 0.000 abstract description 8
- 239000000463 material Substances 0.000 description 16
- 239000004575 stone Substances 0.000 description 4
- 239000000835 fiber Substances 0.000 description 3
- 238000005056 compaction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000008187 granular material Substances 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 238000012544 monitoring process Methods 0.000 description 2
- 238000006467 substitution reaction Methods 0.000 description 2
- 239000010426 asphalt Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011230 binding agent Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000011835 investigation Methods 0.000 description 1
- 239000002346 layers by function Substances 0.000 description 1
- 238000007726 management method Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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Abstract
The utility model relates to a highway engineering field discloses an add wear-resisting thin layer and gluing layer reinforcing solidification soil road, including the subbase layer, the subbase layer upper end is provided with the basic unit, the basic unit upper end is provided with the barrier layer, the barrier layer upper end is provided with the drain pipe, the drain pipe upper end is provided with the surface course, the surface course upper end is provided with wear-resisting thin layer, subbase layer upper end both sides are provided with the curb steel sheet, curb steel sheet upper end is provided with the wash port, the inside fixed connection drain pipe of wash port, the contact surface of basic unit, barrier layer, surface course, wear-resisting thin layer all is provided with the adhesive layer, the drain pipe downside is provided with vertical bamboo muscle, vertical bamboo muscle downside is provided with horizontal bamboo muscle, horizontal bamboo muscle is provided with the bamboo muscle that shears with vertical bamboo muscle cross section. The utility model discloses in, the construction is convenient, and is with low costs, green, and the road surface bears the weight of the dynamic height, and the durability is good.
Description
Technical Field
The utility model relates to a highway engineering field especially relates to an add wear-resisting thin layer and gluing layer reinforcing solidified soil road.
Background
Highway engineering (highway engineering) refers to the work of investigation, measurement, design, construction, maintenance, management, etc. of a highway structure. The highway engineering structure includes: roadbeds, pavements, bridges, culverts, tunnels, drainage systems, safety protection facilities, greening and traffic monitoring facilities, and houses, workshops, and other service facilities for construction, maintenance, and monitoring use.
At present, concrete is mostly adopted to construct temporary roads such as construction roads which need to be constructed in the engineering construction process, the construction cost is high, the construction period is long, and after the temporary roads are not used any more, the resource waste can be caused.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the defects existing in the prior art, and providing a road with an additional wear-resistant thin layer and an adhesive layer for reinforcing solidified soil.
In order to achieve the above purpose, the utility model adopts the following technical scheme: the utility model provides an add wear-resisting thin layer and gluing layer reinforcing solidification soil road, includes the subbase, the subbase upper end is provided with the basic unit, the basic unit upper end is provided with the barrier layer, the barrier layer upper end is provided with the drain pipe, the drain pipe upper end is provided with the surface course, the surface course upper end is provided with wear-resisting thin layer, subbase upper end both sides are provided with the curb steel sheet.
As a further description of the above technical solution:
the inner side of the curb steel plate is fixedly connected with two ends of the base layer, the impermeable layer, the surface layer and the wear-resistant thin layer.
As a further description of the above technical solution:
and a drain hole is formed in the upper end of the curb steel plate, and a drain pipe is fixedly connected in the drain hole.
As a further description of the above technical solution:
the upward extending end of the drainage pipe penetrates through and is fixedly connected with the surface layer and the wear-resistant thin layer.
As a further description of the above technical solution:
and adhesive layers are arranged on the contact surfaces of the base layer, the impermeable layer, the surface layer and the wear-resistant thin layer.
As a further description of the above technical solution:
the drain pipe downside is provided with vertical bamboo muscle, vertical bamboo muscle downside is provided with horizontal bamboo muscle, horizontal bamboo muscle and vertical bamboo muscle cross section are provided with the bamboo muscle that shears.
As a further description of the above technical solution:
the upper ends of the shear-resistant bamboo ribs penetrate through and are fixedly connected with the surface layer, and the lower ends of the shear-resistant bamboo ribs are fixedly connected with the impermeable layer and the base layer.
The utility model discloses following beneficial effect has:
1. in the utility model, firstly, the main raw material of the solidified soil is the soil of the construction site, so that the time and the cost for transporting the material can be greatly reduced; the bearing capacity can meet the use requirement after curing the solidified soil for 3 days, and the curing time is short compared with that of a concrete material; the main materials are solidified soil and bamboo wood which are natural degradable materials, the solidified soil is green and environment-friendly, the biocompatibility is good, the solidified soil can be quickly weathered into soil after being crushed, and the solidified soil is harmless to the environment, convenient and fast to construct, low in cost and environment-friendly.
2. The utility model discloses in, adopt the solidification soil material through the basic unit, rigidity bears the weight of the dynamic height greatly, the surface course adopts the rubble, short fibre mixes the solidification soil material, the surface course has certain deformability, be difficult for destroying when bearing the heavy load, wear-resisting thin layer is set up at the surface course top, effectively improve road surface durability, adopt the gluing layer to bond each functional layer, effectively improve solidification soil road wholeness, adopt the bamboo muscle to strengthen two-layer solidification soil material, can effectively improve the bearing capacity of solidification soil road, road surface bearing capacity is high, the durability is good.
Drawings
FIG. 1 is a front sectional view of a road reinforced with a thin wear-resistant layer and an adhesive layer according to the present invention;
FIG. 2 is a material diagram of a front view section of a road reinforced with a thin wear-resistant layer and an adhesive layer according to the present invention;
FIG. 3 is a schematic top view of a bamboo rib of a road reinforced with a thin wear-resistant layer and an adhesive layer according to the present invention;
fig. 4 is the utility model provides an add curb steel sheet left side of wear-resisting thin layer and gluing layer reinforcing solidification soil road and look the schematic diagram.
Illustration of the drawings:
1. a wear-resistant thin layer; 2. an adhesive layer; 3. a surface layer; 4. a base layer; 5. an underlayer; 6. transverse bamboo ribs; 7. longitudinal bamboo ribs; 8. shearing-resistant bamboo ribs; 9. u-shaped fixed steel bars; 10. a curb steel plate; 11. a drain pipe; 12. an impermeable layer; 13. and (6) draining the water.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts all belong to the protection scope of the present invention.
In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention; the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance, and furthermore, unless otherwise explicitly stated or limited, the terms "mounted," "connected," and "connected" are to be construed broadly and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Referring to fig. 1-4, the present invention provides an embodiment: a road additionally provided with a wear-resistant thin layer and an adhesive layer to reinforce solidified soil comprises a base layer 5, wherein the base layer 5 is paved with broken stones and has the thickness of 10cm, a base layer 4 is arranged at the upper end of the base layer 5, the base layer 4 is formed by paving and compacting solidified soil materials and has the thickness of 15-20cm, an impermeable layer 12 is arranged at the upper end of the base layer 4 and is formed by pouring concrete materials and has the thickness of 5-10cm, a drain pipe 11 is arranged at the upper end of the impermeable layer 12, a surface layer 3 is arranged at the upper end of the drain pipe 11, the surface layer 3 is formed by mixing broken stones and chopped fibers with the solidified soil materials and has the thickness of 15-20cm after paving and compacting, a wear-resistant thin layer 1 is arranged at the upper end of the surface layer 3, the wear-resistant thin layer 1 is formed by paving thin structure layers of hard fine granules and hard binding materials, the paving thickness of the wear-resistant thin layer is generally 1.5cm, curbstone steel plates 10 are arranged on two sides of the upper end of the base layer 5, and are weather-resistant steel plates 10 with the thickness of 5mm and the width of more than 20 mm.
The base layer 4, the barrier layer 12, the surface course 3, the contact surface of wear-resisting thin layer 1 all is provided with adhesive layer 2, adhesive layer 2 is to base layer 4, barrier layer 12, the surface course 3, wear-resisting thin layer 1 coheres, effectively improve solidified soil road wholeness, drain pipe 11 downside is provided with vertical bamboo muscle 7, vertical bamboo muscle 7 downside is provided with horizontal bamboo muscle 6, horizontal bamboo muscle 6 is provided with the bamboo muscle 8 that shears with vertical bamboo muscle 7 cross section, the bamboo muscle 8 upper end that shears runs through and fixed connection surface course 3, the bamboo muscle 8 lower extreme fixed connection barrier layer 12 that shears, base layer 4, strengthen two-layer solidified soil material with the bamboo muscle, can effectively improve the bearing capacity of solidified soil road, road surface bearing capacity is high, the durability is good, horizontal bamboo muscle 6, vertical bamboo muscle 7, the bamboo muscle 8 cross section that shears is provided with U type fixed steel bar 9, U type fixed steel bar 9 is smooth round steel, bend into the U type, insert in base layer 4 down after opening, fix horizontal bamboo muscle 6 and vertical bamboo muscle 7 on the barrier layer 12 surface.
The working principle is as follows: paving broken stone on the bottom layer of a road section to be constructed to form an underlayer 5, paving solidified soil material above the underlayer 5 to form a base layer 4 after compaction, filling concrete material above the base layer 4 to form an impermeable layer 12, paving a drain pipe 11 above the impermeable layer 12, connecting two ends of the drain pipe 11 with drain holes 13 of a curb steel plate 10, erecting a longitudinal bamboo rib 7 between the drain pipe 11 and the impermeable layer 12, paving a transverse bamboo rib 6 at the lower end of the longitudinal bamboo rib 7, downwards inserting a shear-resistant bamboo rib 8 at the intersection of the longitudinal bamboo rib 7 and the transverse bamboo rib 6, fixing the bamboo rib between the impermeable layer 12 and the drain pipe 11 at the intersection of the bamboo ribs by utilizing a U-shaped fixing steel bar 9, paving solidified soil material above the drain pipe 11, mixing broken stone and chopped fibers, forming a surface layer 3 after compaction, paving a wear-resistant thin layer 1 above the surface layer 3 by utilizing hard fine granules and binders, and spraying a wear-resistant thin layer 1 on the interface of the wear-resistant thin layer 1, the surface layer 3, the impermeable layer 12 and the base layer 4 by utilizing SBS modified asphalt or other sticky layers 2.
Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing embodiments or make equivalent substitutions on some technical features, and any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention should be included in the scope of the present invention.
Claims (8)
1. The utility model provides an add wear-resisting thin layer and gluing layer reinforcing solidification soil road, includes subbase (5), its characterized in that: the road pavement structure is characterized in that a base layer (4) is arranged at the upper end of the bottom base layer (5), an anti-seepage layer (12) is arranged at the upper end of the base layer (4), a drain pipe (11) is arranged at the upper end of the anti-seepage layer (12), a surface layer (3) is arranged at the upper end of the drain pipe (11), a wear-resistant thin layer (1) is arranged at the upper end of the surface layer (3), and curb steel plates (10) are arranged on two sides of the upper end of the bottom base layer (5).
2. The road reinforced by the thin wear-resistant layer and the adhesive layer according to claim 1, which is characterized in that: the inner side of the curb steel plate (10) is fixedly connected with the two ends of the base layer (4), the impermeable layer (12), the surface layer (3) and the wear-resistant thin layer (1).
3. The road reinforced by the wear-resistant thin layer and the adhesive layer according to claim 1, wherein: the upper end of the curb steel plate (10) is provided with a drain hole (13), and a drain pipe (11) is fixedly connected inside the drain hole (13).
4. The road reinforced by the wear-resistant thin layer and the adhesive layer according to claim 1, wherein: the upward extending end of the drain pipe (11) penetrates through and is fixedly connected with the surface layer (3) and the wear-resistant thin layer (1).
5. The road reinforced by the thin wear-resistant layer and the adhesive layer according to claim 1, which is characterized in that: the contact surfaces of the base layer (4), the impermeable layer (12), the surface layer (3) and the wear-resistant thin layer (1) are all provided with adhesive layers (2).
6. The road reinforced by the thin wear-resistant layer and the adhesive layer according to claim 1, which is characterized in that: the drainage pipe is characterized in that a longitudinal bamboo rib (7) is arranged on the lower side of the drainage pipe (11), a transverse bamboo rib (6) is arranged on the lower side of the longitudinal bamboo rib (7), and a shear-resistant bamboo rib (8) is arranged at the intersection of the transverse bamboo rib (6) and the longitudinal bamboo rib (7).
7. The road reinforced by the thin wear-resistant layer and the adhesive layer according to claim 6, wherein: the upper end of the shear-resistant bamboo rib (8) penetrates through and is fixedly connected with the surface layer (3), and the lower end of the shear-resistant bamboo rib (8) is fixedly connected with the impermeable layer (12) and the base layer (4).
8. The road reinforced by the thin wear-resistant layer and the adhesive layer according to claim 6, wherein: u-shaped fixed steel bars (9) are arranged at the intersections of the transverse bamboo ribs (6), the longitudinal bamboo ribs (7) and the shear-resistant bamboo ribs (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221181603.2U CN217579587U (en) | 2022-05-17 | 2022-05-17 | Reinforced solidified soil road additionally provided with wear-resistant thin layer and adhesive layer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221181603.2U CN217579587U (en) | 2022-05-17 | 2022-05-17 | Reinforced solidified soil road additionally provided with wear-resistant thin layer and adhesive layer |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217579587U true CN217579587U (en) | 2022-10-14 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221181603.2U Active CN217579587U (en) | 2022-05-17 | 2022-05-17 | Reinforced solidified soil road additionally provided with wear-resistant thin layer and adhesive layer |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217579587U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP7436998B1 (en) | 2023-01-31 | 2024-02-22 | 新和設計株式会社 | Concrete structure and method for manufacturing concrete structure |
| JP7436999B1 (en) | 2023-01-31 | 2024-02-22 | 新和設計株式会社 | Concrete structure and method for manufacturing concrete structure |
-
2022
- 2022-05-17 CN CN202221181603.2U patent/CN217579587U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP7436998B1 (en) | 2023-01-31 | 2024-02-22 | 新和設計株式会社 | Concrete structure and method for manufacturing concrete structure |
| JP7436999B1 (en) | 2023-01-31 | 2024-02-22 | 新和設計株式会社 | Concrete structure and method for manufacturing concrete structure |
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