CN214656072U

CN214656072U - Garden road structure

Info

Publication number: CN214656072U
Application number: CN202120603753.7U
Authority: CN
Inventors: 杨锐
Original assignee: Shanghai Ousi Landscape Design Engineering Co ltd
Current assignee: Shanghai Ousi Landscape Design Engineering Co ltd
Priority date: 2021-03-24
Filing date: 2021-03-24
Publication date: 2021-11-09
Anticipated expiration: 2031-03-24

Abstract

The utility model relates to a garden road structure, including the pavement layer, the pavement layer is including the brick that permeates water that is used for constituteing the pavement layer, the bottom of pavement layer is equipped with the reinforcing bar net, the reinforcing bar net includes vertical reinforcing bar and horizontal reinforcing bar, the length direction of vertical reinforcing bar sets up along the extending direction of pavement layer, horizontal reinforcing bar with vertical reinforcing bar is perpendicular, each permeate water and have a horizontal reinforcing bar and a vertical reinforcing bar at least under the brick. This application can reduce the gardens road surface and lead to the uneven condition in road surface because of permeating water the brick and misplacing relatively along vertical direction to be favorable to making the gardens road easily current.

Description

Garden road structure

Technical Field

The application relates to municipal construction's field especially relates to a garden road structure.

Background

With the increasing living standard of people, parks become more and more important activity places. The garden road is a component of a garden and is also an important link of garden design, the garden road is used for pedestrians to walk and drive a vehicle, and the requirement for paving the garden road is relatively high; at present, roads are usually paved by concrete or asphalt, and the water permeability of the surfaces of the roads is poor, so that water accumulation is easily caused, and the traffic is influenced.

In order to solve the problems of water accumulation and poor drainage of the road surface in rainy days, permeable bricks are mostly adopted as materials for paving the road surface in gardens; and the condition that the permeable bricks are staggered relatively along the vertical direction is easy to appear on the road surface paved by the permeable bricks in the using process, so that the road surface is uneven, and the traffic of people is influenced.

SUMMERY OF THE UTILITY MODEL

The brick that permeates water in order to reduce garden road leads to road surface unevenness's condition along vertical direction relative dislocation, and this application provides a garden road structure.

The application provides a garden road structure adopts following technical scheme:

the utility model provides a garden road structure, includes the pavement layer, the pavement layer is including the brick that permeates water that is used for constituteing the pavement layer, the bottom of pavement layer is equipped with the reinforcing bar net, the reinforcing bar net includes longitudinal reinforcement and horizontal reinforcing bar, the length direction of longitudinal reinforcement sets up along the extending direction of pavement layer, horizontal reinforcing bar with longitudinal reinforcement is perpendicular, each it has a horizontal reinforcing bar and a longitudinal reinforcement to permeate water at least under the brick.

By adopting the technical scheme, the reinforcing mesh plays a role in supporting the water permeable bricks of the pavement layer below the pavement layer; the longitudinal steel bars of the steel bar mesh can prevent the vertical dislocation between the longitudinally adjacent water permeable bricks, and the transverse steel bars can prevent the vertical dislocation between the transversely adjacent water permeable bricks; under the bearing effect of reinforcing bar net, can reduce the gardens road surface and lead to the uneven condition in road surface because of permeating water the relative dislocation of brick edge vertical direction to be favorable to making the gardens road easily current.

Optionally, the both ends of horizontal reinforcing bar set firmly the gag lever post perpendicularly, the global butt of gag lever post the side of surface course.

Through adopting above-mentioned technical scheme, the gag lever post can restrict the brick that permeates water and appear along the displacement of road width direction to be favorable to making the edge of the long limit place side on road surface keep leveling.

Optionally, the gag lever post has the radian, is located same two of horizontal reinforcing bar the protruding side of gag lever post sets up relatively, when the pavement layer was not laid, is located same two of horizontal reinforcing bar minimum distance between the gag lever post is less than the width of pavement layer.

Through adopting above-mentioned technical scheme, when the road surface layer was not laid, the minimum distance that is located between two gag lever posts of same horizontal reinforcing bar was less than the width of road surface layer, and after the road surface layer was laid and is accomplished, the road surface layer forces two gag lever posts that are located same horizontal reinforcing bar to warp and keep away from to make the gag lever post warp and produce elasticity, and then make two gag lever posts that are located same horizontal reinforcing bar support the side of tight road surface layer.

Optionally, the limiting rod and the upper surface of the road surface layer incline relatively.

Through adopting above-mentioned technical scheme, the relative slope of gag lever post and the upper surface of road surface layer is when laying the brick that permeates water along transversely in proper order, and last piece is close to the brick that permeates water of gag lever post and is down placed when laying, and the lower limb butt gag lever post global of the brick that permeates water makes the lower limb of the brick that permeates water receive the global guide effect of gag lever post, comparatively easily places.

Optionally, a steel strip is arranged between the limiting rod and the side face of the pavement layer, and the steel strip is arranged along the whole length of the pavement layer in the extending direction.

Through adopting above-mentioned technical scheme, the reducible brick that permeates water that is located the edge of steel band between gag lever post and the pavement layer is around the pivoted condition of gag lever post to make respectively permeate water the same side of brick and keep the parallel and level, thereby be favorable to making the whole profile of pavement layer keep leveling the rule.

Optionally, the transverse reinforcing steel bars are located above the longitudinal reinforcing steel bars, a through groove for avoiding the transverse reinforcing steel bars is formed in the lower portion of the water permeable brick, and the depth of the through groove is equal to the maximum diameter of the transverse reinforcing steel bars.

Through adopting above-mentioned technical scheme, when the brick that permeates water was placed in the reinforcing bar net top, horizontal reinforcing bar was located logical inslot, made the lower surface of the brick that permeates water be close to vertical reinforcing bar as far as possible to make horizontal reinforcing bar and vertical reinforcing bar contact with the brick that permeates water simultaneously as far as possible, warp around horizontal reinforcing bar and move and the condition of vertical dislocation appears when reducing the brick that permeates water and stepping on.

Optionally, the road surface layer further comprises a coarse sand layer, the coarse sand layer is located above the road surface layer, and the reinforcing mesh is partially embedded into the coarse sand layer.

By adopting the technical scheme, the coarse sand layer is positioned below the permeable brick layer, so that rainwater permeable by the permeable bricks can quickly permeate downwards through the coarse sand layer, and the drainage speed of the pavement layer is favorably improved; the reinforcing mesh is embedded in the coarse sand layer, and when the water permeable bricks are laid, the water permeable bricks are easy to level on the surface of the coarse sand layer.

Optionally, the water permeable brick is of a square structure, and a chamfer is arranged between the peripheral wall and the upper surface of the water permeable brick.

When being discharged outwards, the rainwater on the surface of the water permeable brick mainly permeates downwards and flows out towards the side; by adopting the technical scheme, when the permeable bricks are laid, the chamfers on the adjacent sides of the adjacent permeable bricks form the V-shaped grooves, so that rainwater on the surfaces of the permeable bricks can be discharged outwards from the V-shaped grooves relatively quickly, and the drainage efficiency of the road surface is further improved.

In summary, the present application includes at least one of the following beneficial technical effects:

1. the longitudinal steel bars of the steel bar mesh can prevent the vertical dislocation between the longitudinally adjacent water permeable bricks, and the transverse steel bars can prevent the vertical dislocation between the transversely adjacent water permeable bricks; under the supporting effect of the reinforcing mesh, the condition that the road surface is uneven due to relative dislocation of the water permeable bricks in the vertical direction of the garden road surface can be reduced;

2. the condition that the permeable bricks at the edges rotate around the limiting rods can be reduced by the steel belts between the limiting rods and the pavement layer, so that the same side faces of the permeable bricks are kept parallel and level, and the whole profile of the pavement layer is kept to be smooth and regular.

Drawings

Fig. 1 is a cross-sectional view of the present embodiment taken perpendicular to the longitudinal direction of the reinforcing bars.

Fig. 2 is a sectional view of the present embodiment taken perpendicular to the direction of the transverse reinforcing bars.

Description of reference numerals: 1. a base layer; 2. a crushed stone layer; 3. a coarse sand layer; 4. a pavement layer; 41. water permeable bricks; 411. chamfering; 421. a through groove; 5. a reinforcing mesh; 51. transverse reinforcing steel bars; 52. longitudinal reinforcing steel bars; 6. a limiting rod; 7. a steel strip.

Detailed Description

The present application is described in further detail below with reference to figures 1-2.

The embodiment of the application discloses garden road structure. Referring to fig. 1, gardens road structure includes from the basic unit 1, rubble layer 2, coarse sand layer 3 and the surface course 4 that up set up down in proper order, and surface course 4 is including the brick 41 that permeates water that is used for constituteing surface course 4, and the reinforcing bar net 5 that is used for bearing surface course 4 is inlayed on the upper portion of coarse sand layer 3.

Referring to fig. 1, the mesh reinforcement 5 includes transverse reinforcements 51 and longitudinal reinforcements 52, the transverse reinforcements 51 and the longitudinal reinforcements 52 are perpendicular to each other, the transverse reinforcements 51 are located above the longitudinal reinforcements 52, and the transverse reinforcements 51 and the longitudinal reinforcements 52 are fixed by welding, wherein the length direction of the transverse reinforcements 51 is arranged along the extending direction of the pavement layer 4; at least one transverse steel bar 51 and one longitudinal steel bar 52 are arranged under each water permeable brick 41.

Referring to fig. 2, the lower surface of the water permeable brick 41 is provided with a through groove 412 for avoiding the transverse steel bar 51, and the depth of the through groove 412 is equal to the maximum diameter of the transverse steel bar 51; thereby enabling the water permeable bricks 41 to simultaneously contact with the transverse steel bars 51 and the longitudinal steel bars 52 as much as possible, so as to reduce the tilting of the water permeable bricks 41 around the transverse steel bars 51; when the water permeable bricks 41 are laid, the lower surfaces of the water permeable bricks 41 are attached to the upper surfaces of the coarse sand layers 3, and the longitudinal steel bars 52 are pressed into the coarse sand layers 3 by the lower surfaces of the water permeable bricks 41.

Referring to fig. 1, limiting rods 6 are welded at two ends of a transverse reinforcing steel bar 51, the limiting rods 6 are made of reinforcing steel bars, the upper ends of the limiting rods 6 are lower than the upper surface of a road surface layer 4, the limiting rods 6 are perpendicular to the transverse reinforcing steel bar 51, and the circumferential surface of each limiting rod 6 is abutted to the side surface of the road surface layer 4; a steel belt 7 is arranged between the limiting rod 6 and the side wall of the pavement layer 4, the steel belt 7 is arranged along the extending direction of the pavement layer 4 in the full length, and the steel belt 7 is welded and fixed with the lower part of the limiting rod 6; the steel strips 7 may keep the side edges of each pavement layer 4 level.

Referring to fig. 1, the limiting rod 6 and the upper surface of the pavement brick are relatively inclined, that is, the plane where the limiting rod 6 and the transverse steel bar 51 are located is inclined relative to the upper surface of the pavement layer 4; the stop bars 6 have a radian, the convex sides of the two stop bars 6 positioned on the same transverse steel bar 51 are arranged oppositely, and the minimum distance between the two stop bars 6 positioned on the same transverse steel bar 51 is smaller than the width of the road surface layer 4.

When the water permeable bricks 41 are sequentially laid on the coarse sand layer 3 along the width direction of the pavement, the last water permeable brick 41 close to the limiting rod 6 is abutted against the peripheral surface of the nearest limiting rod 6 when being laid on the coarse sand layer 3 from top to bottom, so that the peripheral surface of the limiting rod 6 has a guiding effect on the water permeable bricks 41; when the water permeable bricks 41 are laid on the surface of the coarse sand layer 3, the water permeable bricks 41 on the same transverse steel bar 51 force the two limiting rods 6 to deform to generate elasticity, so that the two limiting rods 6 on the same transverse steel bar 51 form clamping and limiting effects on two sides of the pavement layer 4.

Referring to fig. 1, the water permeable brick 41 is a square structure, and a chamfer 411 is arranged between the peripheral wall and the upper surface of the water permeable brick 41; when the water permeable bricks 41 are laid on the surface of the coarse sand layer 3, adjacent chamfers 411 of two adjacent water permeable bricks 41 form a V-shaped groove; therefore, when raining or watering, the water of the pavement layer 4 can be drained outwards through the V-shaped groove formed by the chamfer 411 besides permeating downwards, thereby reducing the water accumulated on the surface of the pavement layer 4.

The implementation principle of garden road structure of the embodiment of the application is: the water permeable bricks 41 in the garden road structure are supported by the reinforcing mesh 5, the longitudinal reinforcing bars 52 of the reinforcing mesh 5 can prevent the vertical dislocation between the longitudinally adjacent water permeable bricks 41, and the transverse reinforcing bars 51 can prevent the vertical dislocation between the transversely adjacent water permeable bricks 41; through setting up reinforcing bar net 5, reducible gardens road surface leads to the uneven condition in road surface because of permeating water brick 41 along the relative dislocation of vertical direction to be favorable to making the garden road easily current.

The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims

1. The utility model provides a garden road structure which characterized in that: including pavement layer (4), pavement layer (4) are including being used for constituting permeable brick (41) of pavement layer (4), the bottom of pavement layer (4) is equipped with reinforcing bar net (5), reinforcing bar net (5) are including longitudinal reinforcement (52) and horizontal reinforcing bar (51), the extending direction setting of longitudinal reinforcement (52) along pavement layer (4) is followed to the length direction of longitudinal reinforcement (52), horizontal reinforcing bar (51) with longitudinal reinforcement (52) are perpendicular, each permeate water brick (41) and have at least a horizontal reinforcing bar (51) and a longitudinal reinforcement (52) under.

2. Garden road structure according to claim 1, characterized in that: the two ends of the transverse steel bars (51) are vertically and fixedly provided with limiting rods (6), and the circumferential surface of each limiting rod (6) is abutted to the side surface of the road surface layer (4).

3. Garden road structure according to claim 2, characterized in that: the limiting rods (6) are provided with radians, are positioned on the same two transverse steel bars (51), are oppositely arranged on the convex sides of the limiting rods (6), and are positioned on the same two transverse steel bars (51) when a pavement layer (4) is not laid, and the minimum distance between the limiting rods (6) is smaller than the width of the pavement layer (4).

4. Garden road structure according to claim 2, characterized in that: the limiting rod (6) and the upper surface of the road surface layer (4) are inclined relatively.

5. Garden road structure according to claim 2, characterized in that: and a steel belt (7) is arranged between the limiting rod (6) and the side surface of the pavement layer (4), and the steel belt (7) is arranged along the whole length of the pavement layer (4) in the extending direction.

6. Garden road structure according to claim 1, characterized in that: the transverse steel bars (51) are located above the longitudinal steel bars (52), through grooves (412) used for avoiding the transverse steel bars (51) are formed in the lower portions of the water permeable bricks (41), and the depth of each through groove (412) is equal to the maximum diameter of each transverse steel bar (51).

7. Garden road structure according to claim 1, characterized in that: still include coarse sand layer (3), coarse sand layer (3) are located the top of pavement layer (4), reinforcing bar net (5) part imbeds coarse sand layer (3).

8. Garden road structure according to claim 1, characterized in that: the water permeable brick (41) is of a square structure, and a chamfer (411) is arranged between the peripheral wall and the upper surface of the water permeable brick (41).