CN212404694U - Assembled water drainage road surface structure of preventing - Google Patents
Assembled water drainage road surface structure of preventing Download PDFInfo
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- CN212404694U CN212404694U CN202021232348.0U CN202021232348U CN212404694U CN 212404694 U CN212404694 U CN 212404694U CN 202021232348 U CN202021232348 U CN 202021232348U CN 212404694 U CN212404694 U CN 212404694U
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Abstract
The utility model belongs to the technical field of the highway construction, concretely relates to assembled waterproof and drainage road surface structure. The utility model comprises a blind ditch, a plurality of precast concrete road boards, a waterproof layer, a cushion layer, a lime soil layer, a leveling layer and a connecting piece; the precast concrete road board is a rectangular board with a hanging piece in the middle and hollow connecting holes at two ends; the plurality of precast concrete road boards are horizontally spliced into a road surface, and the front precast concrete road board and the rear precast concrete road board are fixedly connected through a connecting piece; the pavement, the leveling layer, the waterproof layer, the cushion layer and the lime soil layer are sequentially arranged from top to bottom; blind ditches are respectively arranged on two sides of the precast concrete road plate. The utility model discloses a precast concrete road plate of batch production lays, and it is little to receive open weather restriction, and the time limit is easy to be guaranteed and the preparation is simple and easy, convenient for the time limit, collects and prevents, drains off water in an organic whole, and the discarded object is less and can centralized processing when laying, and is little to the environmental impact, not only is applicable to interim transport road and deposits the terrace, more is applicable to the road construction of speedily carrying out rescue work and relief work.
Description
Technical Field
The utility model belongs to the technical field of the highway construction, concretely relates to assembled waterproof and drainage road surface structure.
Background
At present, the national requirements for the infrastructure construction meet the requirements of green construction and civilized construction, namely the requirements of the green construction on 'four sections (energy saving, land saving, water saving and material saving)', the 'green construction evaluation standard' and the 'green construction guide rule'.
In the construction of highway projects, the conventional temporary roads and terraces are mostly cast-in-situ concrete at one time. By adopting the method to carry out temporary road construction, the construction period is relatively long, and a large amount of construction waste is generated when the road is dismantled in the later period, so that the resource waste is caused, and the requirements of energy conservation and emission reduction are not met.
Disclosure of Invention
The utility model provides an assembled water-proof and drainage road surface structure, aiming at providing a road surface structure which can be repeatedly used and is easy to be disassembled and replaced after being paved with paving progress blocks and can be used for traffic; one of the purposes is to provide a pavement structure which has simple process, lower comprehensive cost and less influence on the environment.
In order to achieve the above object, the utility model adopts the following technical scheme:
an assembled water-proof and drainage pavement structure comprises a blind ditch, a plurality of precast concrete road boards, a waterproof layer, a cushion layer, a lime soil layer, a leveling layer and a connecting piece; the precast concrete road board is a rectangular board with a hanging piece in the middle and connecting holes at two ends; the plurality of precast concrete road boards are horizontally spliced into a road surface, and the front precast concrete road board and the rear precast concrete road board are fixedly connected through a connecting piece; the pavement, the leveling layer, the waterproof layer, the cushion layer and the lime soil layer are sequentially arranged from top to bottom; blind ditches are respectively arranged on two sides of the precast concrete road plate.
The road shoulder is also included; the road shoulders are arranged on two sides of the blind ditch.
The thickness of the precast concrete road board is 24cm or 26cm, and the length-width ratio of the precast concrete road board is 1-3.
The leveling layer is 2cm thick and is made of medium sand with the modulus of 3.0-2.3.
The cushion layer is a graded broken stone layer, the thickness of the graded broken stone layer is 18-22cm, the graded broken stone mixture is formed by mixing 20-30mm broken stone, 10-20mm broken stone, 5-10mm broken stone and stone chips according to a ratio of 15:35:15:35, and the water content in the mixture is 5% -6%.
The section of the cushion layer is an isosceles trapezoid of which the upper bottom length is smaller than the lower bottom length.
The lime soil layer is of a U-shaped structure made of 6% lime soil with the thickness of 38-42 cm.
The waterproof layer adopts waterproof geotextile; the connecting piece is a rectangular steel plate, and the upper surface of the rectangular steel plate is respectively and fixedly connected with two screw rods in a vertical mode.
The blind ditch adopts a gravel blind ditch; the section of the rubble blind ditch is trapezoidal, the length of the upper bottom of the rubble blind ditch is larger than that of the lower bottom of the rubble blind ditch, and the upper surface of the rubble blind ditch is lower than that of the precast concrete road board.
A blind ditch panel is arranged on the blind ditch.
Has the advantages that:
(1) the utility model discloses a precast concrete road plate that the road plate adopted the prefabricated production of batch production, it is little to receive open weather restriction, and the time limit for a project is easy in order to guarantee and can effectively reduce construction cost.
(2) The utility model discloses a precast concrete road plate adopts unified standard size, and the mould preparation is simply reached the concrete and is pour the convenience, and applicable in the various road beds that have certain bearing capacity, not only be applicable to interim transport road and deposit the terrace, also be applicable to the road construction of emergency rescue and relief work very much.
(3) The utility model discloses equipment is concentrated during the construction, and the discarded object is less and can centralized processing during the concatenation, and the field installation influences the environment very little.
(4) The utility model discloses collect and prevent, drainage in an organic whole, can ensure good road conditions lastingly powerful.
The above description is only an overview of the technical solution of the present invention, and in order to clearly understand the technical means of the present invention and to implement the technical solution according to the content of the description, the following detailed description is made with reference to the preferred embodiments of the present invention and accompanying drawings.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a top view of the present invention;
fig. 2 is a cross-sectional view of the present invention;
FIG. 3 is an effect diagram of the present invention;
FIG. 4 is an enlarged view of a portion of FIG. 2;
FIG. 5 is a partial enlarged view of FIG. 2;
fig. 6 is a schematic structural diagram of the connector of the present invention.
In the figure: 1-blind drain; 2-prefabricating a concrete road plate; 3-waterproof layer; 4-cushion layer; 5-lime soil layer; 6-leveling layer; 7-blind ditch panel; 8-a connector; 9-screw rod; 10-connecting hole.
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 work belong to the protection scope of the present invention.
The first embodiment is as follows:
referring to fig. 1-6, the fabricated waterproof and drainage pavement structure comprises a blind ditch 1, a plurality of precast concrete road boards 2, a waterproof layer 3, a cushion layer 4, a lime soil layer 5, a leveling layer 6 and a connecting piece 8; the precast concrete road board 2 is a rectangular board with a hanging piece in the middle and hollow connecting holes at two ends; the precast concrete road boards 2 are horizontally spliced into a road surface, and the front precast concrete road board 2 and the rear precast concrete road board 2 are fixedly connected through a connecting piece 8; the pavement, the leveling layer 6, the waterproof layer 3, the cushion layer 4 and the lime soil layer 5 are sequentially arranged from top to bottom; blind ditches 1 are respectively arranged on two sides of the precast concrete road plate 2.
In actual application, the length and width of the precast concrete road slab 2 are set according to the actual conditions of the construction road section, the transportation conditions, the load grade and the environment of the construction site. The precast concrete road board 2 can be prefabricated simultaneously, lime soil layer 5, the construction of bed course 4, the blind ditch 1, the construction of waterproof layer 3, after waiting to be under construction, with precast concrete road board 2 transport to the job site of paving, lay leveling layer 6 after with a plurality of precast concrete road board 2 horizontal concatenation lay on leveling layer 6, during the laying, precast concrete road board 2 bottom must be supported the pad closely knit, control board seam width and adjacent board top staggered floor height difference well. When the front and the rear precast concrete road boards are spliced, the front and the rear precast concrete road boards are connected through the connecting piece. After the precast concrete road plate 2 is spliced and laid, waterproof plugging is carried out on the surface of the plate joint by adopting special heating and crack pouring equipment for rubber asphalt.
The waterproof layer 3 prevents rainwater on the road surface from infiltrating into the cushion layer 4 and the lime soil layer 5 to damage the roadbed; the water infiltrated into the waterproof layer 3 is discharged through the blind ditch 1.
The utility model discloses a precast concrete road board 2 adopts the prefabricated production of batch production, receives open weather restriction little, and the time limit is easily in order to guarantee. The precast concrete road plate 2 adopts uniform standard size, the mold is easy to manufacture, the concrete pouring is convenient, and the precast concrete road plate is suitable for various roadbeds with certain bearing capacity, is not only suitable for temporary transportation roads and storage yards, but also is very suitable for road construction for emergency rescue and disaster relief. The utility model discloses equipment is concentrated during the construction, and the discarded object is less and can centralized processing during the concatenation, and the field installation influences the environment very little. The utility model discloses collect and prevent, drainage in an organic whole, can ensure good road conditions lastingly powerful.
The utility model discloses after laying, just can lead to car at once and the cost is lower, can practice thrift construction cost and reach about 40%.
The pavement paved by the invention meets the following main technical indexes:
(1) natural division: a zone II;
(2) design age limit: prefabricated cement concrete road surface of assembly type 3 years;
(3) standard axle load: BZZ-100;
(4) the cement concrete traffic grade is medium traffic;
(5) designing the bending and pulling strength of the prefabricated cement concrete pavement: 5 MPa.
Example two:
the utility model provides a fabricated waterproof and drainage pavement structure, the difference with the embodiment one lies in: the road shoulder is also included; the road shoulders are arranged on two sides of the blind ditch 1.
When in actual use, the arrangement of the road shoulders ensures the overall stability of the roadbed and the road surface and plays an important role in removing water on the road surface.
Example three:
referring to fig. 1 to 5, an assembled waterproof and drainage pavement structure is different from the first or second embodiment in that: the thickness of the precast concrete road plate 2 is 24cm or 26cm, and the length-width ratio of the precast concrete road plate 2 is 1-3.
When in actual use, the aspect ratio of the board is too big, deposits and can arch up with the transportation in-process, is unfavorable for the installation roughness control, and the aspect ratio of preparation precast concrete road board is 1 ~ 3 template for two limit homogeneous stress of precast concrete road board.
Example four:
referring to fig. 2, 4 and 5, an assembled waterproof and drainage pavement structure is different from the first, second or third embodiment in that: the leveling layer 6 is 2cm thick and is made of medium sand with the modulus of 3.0-2.3.
In actual use, the medium sand leveling layer with the thickness of 2cm mainly plays a role in leveling the slab, prevents the slab bottom from being hollow due to deviation generated by a roadbed foundation and the slab bottom, controls the thickness of the leveling layer as much as possible, and accordingly reduces damage of the pavement slab in the using process.
Example five:
referring to fig. 2 to 5, the assembled waterproof and drainage road surface structure is different from the fourth embodiment in that: the cushion layer 4 is a graded broken stone layer, the thickness of the graded broken stone layer is 18-22cm, the graded broken stone mixture is formed by mixing 20-30mm broken stone, 10-20mm broken stone, 5-10mm broken stone and stone chips according to the ratio of 15:35:15:35, and the water content in the mixture is 5% -6%.
Further, the section of the cushion layer 4 is an isosceles trapezoid of which the upper bottom length is smaller than the lower bottom length.
In practical use, the construction quality of graded broken stones is a key project for installing and using road panels, and the control of the pavement installation speed and the thickness of a sand cushion layer is directly influenced.
The graded broken stone layer is proportioned by adopting the technical scheme, so that the force transmission of the graded broken stone layer is facilitated. During construction, the water content of the mixture is strictly controlled to be 5% -6% so as to ensure a better compaction effect of the graded crushed stone layer.
Example six:
referring to fig. 2 to 5, the assembled waterproof and drainage road surface structure is different from the fifth embodiment in that: the lime soil layer 5 is of a U-shaped structure made of 6% lime soil with the layer thickness of 38-42 cm.
When in actual use, lime soil layer 5 adopts the U-shaped structure for the lateral wall that is located the blind ditch 1 of bed course 4 both sides links up with the inboard wall of the lime soil layer 5 of U-shaped structure mutually, has better effect to placing road surface rainwater and getting into lime soil layer 5.
The cushion layer 4 and the blind ditch 1 are wrapped in the blind ditch, so that the flow direction of the groundwater permeating into the pavement is effectively controlled, and the influence of the diffused drainage on the side slope is reduced.
Example seven:
referring to fig. 2 to 5, the assembled waterproof and drainage road surface structure is different from the sixth embodiment in that: the waterproof layer 3 adopts waterproof geotextile; the connecting piece 8 is a rectangular steel plate, and the upper surface of the rectangular steel plate is respectively and fixedly connected with two screw rods 9 in a vertical mode.
When in actual use, the waterproof geotextile technical scheme adopted by the waterproof layer 3 not only can satisfy the waterproof function, but also can conveniently extend the waterproof position. When the geotextile is laid, the lapping width of the longitudinal and transverse downslope is not less than 30cm, so that the water leakage at the lapping position of the waterproof geotextile is avoided.
When splicing between the precast concrete road boards before and after road surface construction, the front precast concrete road board and the rear precast concrete road board are connected through a connecting piece, screw rods on the rectangular steel plates are respectively arranged in connecting holes formed in the ends of the front precast concrete road board and the rear precast concrete road board, shockproof gaskets are respectively sleeved on the screw rods, the shockproof gaskets are lapped at the circular bead of the connecting holes, then nuts are screwed, and positioning rubber waves are installed on the screw rod ends of the screwed nuts to prevent rainwater on the road surface from permeating. The rectangular steel plate can be fixed by connecting a 16mm steel plate with M24 high-strength bolts.
The front and the rear precast concrete road boards are fixedly connected through the connecting pieces, so that the precast concrete road boards can be effectively prevented from moving when the vehicle longitudinally runs along a road, and the pavement structure is kept integral.
Example eight:
referring to fig. 4 and 5, a fabricated waterproof and drainage road surface structure is different from the seventh embodiment in that: the blind ditch 1 adopts a gravel blind ditch; the section of the rubble blind ditch is trapezoidal, the length of the upper bottom of the rubble blind ditch is larger than that of the lower bottom of the rubble blind ditch, and the upper surface of the rubble blind ditch is lower than that of the precast concrete road plate 2.
Furthermore, a blind ditch panel 7 is arranged on the blind ditch 1, so that the protection of the stone breaking side ditch is facilitated.
Example nine:
practical examples of construction
The inside construction channel engineering of the east piece district is held in the transformation of a certain district canopy house district of undertaking and building, totally 8 construction channels, wherein the road plate all adopts the prefabricated mounting means construction of assembled reinforced concrete slab. The concrete pavement area cast-in-place is 1000 square meters, the manufacturing cost is calculated according to the quota of 224.2 yuan per square meter, the transportation cost of a crusher is removed for 96 yuan per square meter, and the total cost for one-time generation is 1000 x (224.2 + 96) =320200 yuan.
By adopting the method, the cost of manufacturing the prefabricated slab is 519 yuan/square meter (70 yuan/square meter + reinforcing steel bar concrete is 349 yuan/square meter + field amortization is 100 yuan/square meter) according to the quota, the cost amortization is 5 times, the cost of installing and dismantling is 300 yuan/m and the cost of transporting is 30 yuan/m (1.5 yuan/t/Km and 20Km each time), the cost is 519/5+ (30 + 300) × 0.26=189.6 yuan/square meter, and the cost of the prefabricated reinforcing steel bar concrete slab is 1000 × 189.6=189600 yuan.
The construction cost is actually saved by 320200 and 189600=130600 yuan, namely the construction cost can be saved by 40.8% once, and the economic benefit is obvious.
Adopt the utility model discloses the road surface of construction just can lead to the car at once after laying the completion, drops into operation.
The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
In the case of no conflict, a person skilled in the art may combine the related technical features in the above examples according to actual situations to achieve corresponding technical effects, and details of various combining situations are not described herein.
It should be noted that all the directional indicators (such as upper, lower, left, right, front and rear … …) in the embodiment of the present invention are only used to explain the relative position relationship between the components, the motion situation, etc. in a specific posture (as shown in the drawings), and if the specific posture is changed, the directional indicator is changed accordingly.
The foregoing is illustrative of the preferred embodiments of the present invention, and the present invention is not to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein. Any simple modification, equivalent changes and modifications made to the above embodiments according to the technical spirit of the present invention all fall within the scope of the technical solution of the present invention.
Claims (10)
1. The utility model provides a drainage road surface structure is prevented to assembled which characterized in that: comprises a blind ditch (1), a plurality of precast concrete road boards (2), a waterproof layer (3), a cushion layer (4), a lime soil layer (5), a leveling layer (6) and a connecting piece (8); the precast concrete road plate (2) is a rectangular plate with a hanging piece in the middle and hollow connecting holes at two ends; the precast concrete road boards (2) are horizontally spliced into a road surface, and the front precast concrete road board and the rear precast concrete road board (2) are fixedly connected through a connecting piece (8); the pavement, the leveling layer (6), the waterproof layer (3), the cushion layer (4) and the lime soil layer (5) are sequentially arranged from top to bottom; blind ditches (1) are respectively arranged on two sides of the precast concrete road plate (2).
2. A fabricated water repellent pavement structure according to claim 1, wherein: the road shoulder is also included; the road shoulders are arranged on two sides of the blind ditch (1).
3. A fabricated water repellent pavement structure according to claim 1, wherein: the thickness of the precast concrete road plate (2) is 24cm or 26 cm; the length-width ratio of the precast concrete road plate (2) is 1-3.
4. A fabricated water repellent pavement structure according to claim 1, wherein: the leveling layer (6) is 2cm thick and is made of medium sand with the modulus of 3.0-2.3.
5. A fabricated water repellent pavement structure according to claim 1, wherein: the cushion layer (4) adopts a graded broken stone layer, the thickness of the graded broken stone layer is 18-22cm, the graded broken stone mixture is formed by mixing 20-30mm broken stone, 10-20mm broken stone, 5-10mm broken stone and stone chips according to the ratio of 15:35:15:35, and the water content in the mixture is 5% -6%.
6. An assembled waterproof and drainage pavement structure as set forth in claim 5, wherein: the section of the cushion layer (4) is an isosceles trapezoid of which the upper bottom length is smaller than the lower bottom length.
7. A fabricated water repellent pavement structure according to claim 1, wherein: the lime soil layer (5) adopts a U-shaped structure made of 6% lime soil with the layer thickness of 38-42 cm.
8. A fabricated water repellent pavement structure according to claim 1, wherein: the waterproof layer (3) adopts waterproof geotextile; the connecting piece (8) is a rectangular steel plate, and the upper surface of the rectangular steel plate is respectively and fixedly connected with two screw rods (9) in a vertical mode.
9. A fabricated water repellent pavement structure according to claim 1, wherein: the blind ditch (1) adopts a gravel blind ditch; the section of the rubble blind ditch is trapezoidal, the length of the upper bottom of the rubble blind ditch is larger than that of the lower bottom of the rubble blind ditch, and the upper surface of the rubble blind ditch is lower than that of the precast concrete road plate (2).
10. A fabricated waterproof and drainage pavement structure according to claim 1 or 9, wherein: a blind ditch panel (7) is arranged on the blind ditch (1).
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| Application Number | Priority Date | Filing Date | Title |
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| CN202021232348.0U CN212404694U (en) | 2020-06-29 | 2020-06-29 | Assembled water drainage road surface structure of preventing |
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| CN202021232348.0U CN212404694U (en) | 2020-06-29 | 2020-06-29 | Assembled water drainage road surface structure of preventing |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111764216A (en) * | 2020-06-29 | 2020-10-13 | 中交二公局第六工程有限公司 | Construction method and application of fabricated concrete road plate |
| CN113089405A (en) * | 2021-03-22 | 2021-07-09 | 昆明理工大学 | Plate type pavement |
| CN114319005A (en) * | 2022-02-25 | 2022-04-12 | 陇东学院 | Road plate and assembled road structure |
| CN115506193A (en) * | 2022-08-17 | 2022-12-23 | 中铁七局集团有限公司 | Construction method of assembled construction access road of high and steep slope section in mountain area |
-
2020
- 2020-06-29 CN CN202021232348.0U patent/CN212404694U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111764216A (en) * | 2020-06-29 | 2020-10-13 | 中交二公局第六工程有限公司 | Construction method and application of fabricated concrete road plate |
| CN113089405A (en) * | 2021-03-22 | 2021-07-09 | 昆明理工大学 | Plate type pavement |
| CN114319005A (en) * | 2022-02-25 | 2022-04-12 | 陇东学院 | Road plate and assembled road structure |
| CN114319005B (en) * | 2022-02-25 | 2023-03-10 | 陇东学院 | Road plate and assembled road structure |
| CN115506193A (en) * | 2022-08-17 | 2022-12-23 | 中铁七局集团有限公司 | Construction method of assembled construction access road of high and steep slope section in mountain area |
| CN115506193B (en) * | 2022-08-17 | 2024-01-26 | 中铁七局集团有限公司 | Construction method for assembled construction temporary road of high and steep side slope section in mountain area |
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