CN218233013U - Concrete prefabricated stone slab suitable for soft soil geology - Google Patents
Concrete prefabricated stone slab suitable for soft soil geology Download PDFInfo
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- CN218233013U CN218233013U CN202222655528.5U CN202222655528U CN218233013U CN 218233013 U CN218233013 U CN 218233013U CN 202222655528 U CN202222655528 U CN 202222655528U CN 218233013 U CN218233013 U CN 218233013U
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Abstract
The utility model discloses a concrete precast stone slab suitable for soft soil geology, which comprises a stone slab body formed by pouring concrete; a walking area and a non-motor vehicle running area are arranged on the top surface of the stone slab body, a plurality of concave-convex parts are arranged in the walking area, and a plurality of deceleration strips are arranged in the non-motor vehicle running area; a base plate used for being in contact with the ground is poured on the bottom surface of the stone plate body, a plurality of anti-slip grooves are formed in the base plate, and the anti-slip grooves formed in the base plate enable the bottom surface of the base plate to form a folding fan structure with anti-sinking and anti-slip functions; the top surface of the stone slab body is provided with a walking area, and the concave-convex part in the walking area can make people more comfortable when walking on the stone slab body; in order to avoid the non-motor vehicles which have to drive into the stone slab body due to unfamiliar road conditions, the non-motor vehicles are easy to slip when driving on the concave-convex part, and the non-motor vehicle driving area on the other side of the concave-convex part is convenient for the non-motor vehicles to temporarily drive, so that the humanization degree is high.
Description
Technical Field
The utility model relates to a prefabricated building technical field specifically is a precast concrete slabstone suitable for weak soil geology.
Background
Precast concrete refers to concrete that is used to make concrete products at a factory or a construction site (not the final design site), and precast concrete is poured elsewhere than at the final construction site.
For the existing concrete prefabricated member, such as Dan Lu used for paving in a park wetland, the stone Lu Duowei is composed of uneven natural stone blocks, so that the replaceability is poor, the price is high, and for the geology with soft land matrix, the stone is seriously sunk due to walking of pedestrians or driving of non-motor vehicles after the stone is paved, and the problem of shaking of the stone due to the unevenness exists;
aiming at the problem that the stone road paved on soft soil geology is rocked and inclined due to the fact that the stone road sinks along with the road surface, and the manufacturing cost is high when pure natural stones are adopted, the concrete precast stone slab is provided, which can be precast and poured in advance, can be paved on soft soil geology, and is not easy to rock and incline during use.
SUMMERY OF THE UTILITY MODEL
The to-be-solved technical problem of the utility model is not enough to prior art, a can prefabricate in advance and pour is provided to can lay on soft soil geology, be difficult to produce during the use and rock crooked precast concrete slate.
The technical problem to be solved by the utility model is realized by the following technical proposal, and the concrete prefabricated stone slab suitable for soft soil geology comprises a stone slab body formed by pouring concrete;
a walking area and a non-motor vehicle running area are arranged on the top surface of the stone slab body, a plurality of concave-convex parts for massaging the foot surface are arranged in the walking area, a plurality of deceleration strips are arranged in the non-motor vehicle running area, and the concave-convex parts and the deceleration strips are arranged in the walking area and the non-motor vehicle running area along the laying direction of the stone slab body;
pour the base plate that is used for with the ground contact on the bottom surface of slabstone body, set up the antiskid groove that a plurality of prevents slabstone body and swing the aversion on the subaerial of soft soil geology on the base plate, make the bottom surface of base plate form to have the folding fan structure of anti-skidding function of sinking by seting up the antiskid groove on the base plate.
The utility model discloses the technical problem that solve can also realize through following technical scheme, above the precast concrete stone slab who is applicable to soft soil geology, walking region and non-motor vehicle go regional a left and right side and set up on the top surface of slabstone body.
The utility model discloses the technical problem that solve can also be realized through following technical scheme, above the precast concrete slate suitable for soft soil geology, concave-convex part for seting up the storage tank in the walking region and lay the cobblestone that is used for the massage of people's instep in the storage tank, pour the concrete that fixes cobblestone and storage tank as an organic whole between the bottom surface of cobblestone and storage tank.
The utility model discloses the technical problem that solve can also realize through following technical scheme, above the precast concrete stone slab who is applicable to soft soil geology, this body of every stone slab on concave-convex part and the impartial interval setting of speed reduction strip.
The utility model discloses the technical problem that solve can also realize through following technical scheme, above the precast concrete stone slab who is applicable to soft soil geology, every stone slab body on all have three concave-convex part and three speed reduction strip.
The utility model discloses the technical problem that solve can also realize through following technical scheme, above the precast concrete slabstone suitable for soft soil geology, speed reduction strip for pouring the semicircle columnar order on slabstone body top surface, semicircle columnar order level is pour on the top surface of slabstone body.
The utility model discloses the technical problem that solve can also realize through following technical scheme, above the precast concrete slabstone suitable for soft soil geology seted up a plurality of on the side of slabstone body and carried out spacing hoist and mount spacing groove to the rope when hoist and mount slabstone body.
The utility model discloses the technical problem that solve can also realize through following technical scheme, above the precast concrete slab who is applicable to soft soil geology, the transversal triangle-shaped shape setting of personally submitting of antiskid groove.
The to-be-solved technical problem of the utility model can also be realized through following technical scheme, above the precast concrete slab who is applicable to soft soil geology, four facades of base plate certain gradient has, this gradient is 50-60.
Compared with the prior art, the utility model has the advantages that:
(1) The top surface of the stone slab body is provided with a walking area, and the concave-convex part in the walking area can make people more comfortable when walking on the stone slab body;
(2) In order to avoid the non-motor vehicles which have to drive into the stone plate body due to unfamiliar road conditions, the non-motor vehicles are easy to slip when driving at the concave-convex part, and the non-motor vehicle driving area at the other side of the concave-convex part can facilitate the temporary driving of the non-motor vehicles, so that the humanization degree is high;
(3) The anti-skidding groove that is located on slabstone body bottom surface can make the base plate can be better with the ground contact, avoid slabstone body to skid and shift on the subaerial of weak soil geology in at utmost, grab the ground effect good.
Drawings
FIG. 1 is a schematic view of a partial cross-sectional structure of a stone slab body in the thickness direction;
FIG. 2 is a schematic top view of three stone slab bodies;
fig. 3 is a schematic bottom view of three slate bodies.
In the figure, 1, a stone slab body; 2. a walking area; 3. a non-motor vehicle driving area; 4. a deceleration strip; 5. a substrate; 6. an anti-slip groove; 7. a folding fan structure; 8. cobblestones; 9. and hoisting the limiting groove.
Detailed Description
The embodiments of the present invention will be further described with reference to the accompanying drawings so as to enable those skilled in the art to further understand the present invention, and not to limit the right of the present invention.
a walking area 2 and a non-motor vehicle running area 3 are arranged on the top surface of the stone slab body 1, a plurality of concave-convex parts for massaging the foot surface are arranged in the walking area 2, a plurality of deceleration strips 4 are arranged in the non-motor vehicle running area 3, the size specification of the deceleration strips 4 can be selected according to the use requirement, and the concave-convex parts and the deceleration strips 4 are arranged in the walking area 2 and the non-motor vehicle running area 3 along the laying direction of the stone slab body 1;
the base plate 5 used for being in contact with the ground is poured on the bottom surface of the stone plate body 1, the base plate 5 is a square base plate 5, the thickness of the base plate 5 can be one half of the thickness of the stone plate body 1, a plurality of anti-slip grooves 6 used for preventing the stone plate body 1 from swinging and shifting on the ground in soft soil geology are formed in the base plate 5, the forming directions of the anti-slip grooves 6 can be automatically selected according to use requirements, for example, the anti-slip grooves 6 formed in the base plate 5 are transversely formed as shown in the attached drawing 3 of the specification, the bottom surface of the base plate 5 is formed into a folding fan structure 7 with an anti-sinking and anti-slip function, the folding fan structure 7 is actually the bottom of the base plate 5 with a triangular saw-toothed groove body, and the cross section of the folding fan structure is W-shaped.
Example 2, the concrete precast slate for soft soil geology of example 1, the walking area 2 and the non-motor vehicle driving area 3 are arranged on the top surface of the slate body 1 from left to right.
In the embodiment 2, namely, the walking area 2 and the non-motor vehicle driving area 3 are spaced from each other left and right, the design is that pedestrians can walk on the walking area 2 or the non-motor vehicle driving area 3, and for the non-motor vehicles which have bad road conditions and enter the non-motor vehicle driving area by mistake, the non-motor vehicles can drive in the non-motor vehicle driving area of the stone plate body 1, and the humanization degree is high.
In embodiment 3, the cobblestones 8 laid in the containing groove facilitate the walking of the pedestrian, and the uneven upper portion of the cobblestones can massage the sole of the foot to a certain extent, so that the pedestrian can feel more comfortable during walking.
Example 4, the precast concrete slab suitable for soft soil geology of example 1, the concave-convex parts and the deceleration strips 4 on each slab body 1 are arranged at equal intervals.
In embodiment 6, the deceleration strip 4 is designed to slow down the traveling speed of the non-motor vehicle, so that the traveling speed of the non-motor vehicle near the slate body 1 is slow, and the safety factor of traffic near the slate body is improved.
In embodiment 7, the design aim at of hoist and mount spacing groove 9 is when piling up the slabstone body 1 of putting things in good order from top to bottom to the polylith through hoisting equipment and carrying out the handling, and the rope for hoist and mount can be around through hoist and mount spacing groove 9 to by spacing in hoist and mount spacing groove 9 all the time in hoist and mount process, make the transportation of this slabstone body 1 more safe high-efficient.
In embodiment 8, the cross section of the anti-slip groove 6 is triangular, and the design is aimed at reducing the contact area between the bottom surface of the substrate 5 and the soil, so that the anti-slip and anti-sink performance of the bottom surface of the substrate 5 is better.
Example 9, the concrete precast slab for soft soil geology of example 1, wherein the four vertical surfaces of the base plate 5 have a certain inclination, and the inclination is 50 °.
Example 10, the concrete precast slab for soft soil geology of example 1, wherein the four vertical surfaces of the base plate 5 have a certain inclination, and the inclination is 60 °.
In the embodiments 9 to 10, the four vertical surfaces of the substrate 5 have a certain inclination, and the design is to increase the contact surface between the four vertical surfaces of the substrate 5 and the soil, so that the substrate 5 can be stably embedded in the soil.
After being prefabricated at one time, the concrete prefabricated stone slab suitable for soft soil geology can be pre-embedded in an area to be paved, such as a residential park or a wetland park, the top surface of the stone slab body 1 is higher than the surface layer of soil by 2-3cm after being paved, for a paved road surface, on one hand, the concrete prefabricated stone slab can walk on a walking area 2 of the stone slab body 1, concave-convex parts in the walking area 2 can make people more comfortable when walking on the stone slab, and on the other hand, when the road condition is not ripe and a non-motor vehicle group has to drive into the stone slab body 1, the concrete prefabricated stone slab can drive in a non-motor vehicle driving area 3 of the stone slab body 1 and drive away from the paved Dan Lu, so that the concrete prefabricated stone slab is strong in practicability and more humanized.
Claims (9)
1. Precast concrete slabstone suitable for soft soil geology, its characterized in that: comprises a stone slab body formed by pouring concrete;
the top surface of the stone slab body is provided with a walking area and a non-motor vehicle running area, the walking area is internally provided with a plurality of concave-convex parts for massaging the foot surface, the non-motor vehicle running area is internally provided with a plurality of deceleration strips, and the concave-convex parts and the deceleration strips are arranged in the walking area and the non-motor vehicle running area along the laying direction of the stone slab body;
pour the base plate that is used for with the ground contact on the bottom surface of slabstone body, set up the antiskid groove that a plurality of prevents slabstone body and swing the aversion on the subaerial of soft soil geology on the base plate, make the bottom surface of base plate form to have the folding fan structure of anti-skidding function of sinking by seting up the antiskid groove on the base plate.
2. A concrete precast slate suitable for use in soft soil geology as claimed in claim 1, wherein: the walking area and the non-motor vehicle driving area are arranged on the top surface of the stone slab body from left to right.
3. A concrete precast slate suitable for use in soft soil geology as claimed in claim 1, wherein: the concave-convex part is a containing groove arranged in the walking area and cobblestones paved in the containing groove and used for massaging the human foot surface, and concrete for fixing the cobblestones and the containing groove into a whole is poured between the cobblestones and the bottom surface of the containing groove.
4. A concrete precast slate suitable for use in soft soil geology as claimed in claim 1, wherein: the concave-convex part and the deceleration strip on each stone plate body are arranged at equal intervals.
5. A concrete precast slate suitable for use in soft soil geology as claimed in claim 1, wherein: each stone slab body is provided with three concave-convex parts and three deceleration strips.
6. A concrete precast slate suitable for use in soft soil geology as claimed in claim 1, wherein: the speed reduction strip for pour the semicircle columnar order on slabstone body top surface, semicircle columnar order level is pour on the top surface of slabstone body.
7. A concrete precast slate suitable for use in soft soil geology as claimed in claim 1, wherein: set up a plurality of on the side of slabstone body and carry out spacing hoist and mount spacing groove to the rope when hoist and mount slabstone body.
8. A concrete precast slate suitable for use in soft soil geology as claimed in claim 1, wherein: the cross section of the anti-skid groove is arranged in a triangular shape.
9. A concrete precast slate suitable for use in soft soil geology as claimed in claim 1, wherein: the four vertical surfaces of the substrate have a certain inclination, and the inclination is 50-60 degrees.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222655528.5U CN218233013U (en) | 2022-10-10 | 2022-10-10 | Concrete prefabricated stone slab suitable for soft soil geology |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222655528.5U CN218233013U (en) | 2022-10-10 | 2022-10-10 | Concrete prefabricated stone slab suitable for soft soil geology |
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| Publication Number | Publication Date |
|---|---|
| CN218233013U true CN218233013U (en) | 2023-01-06 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222655528.5U Active CN218233013U (en) | 2022-10-10 | 2022-10-10 | Concrete prefabricated stone slab suitable for soft soil geology |
Country Status (1)
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| CN (1) | CN218233013U (en) |
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2022
- 2022-10-10 CN CN202222655528.5U patent/CN218233013U/en active Active
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