CN212316593U - Combined type town road pavement structure - Google Patents

Abstract

The utility model discloses a combined type town road pavement structure relates to the town road, aims at solving the easy ponding of road surface and leads to the pedestrian to splash the problem of bottom of a trouser leg and shoes easily when the walking, and its technical scheme main points are: including the sand cushion layer, the water seepage layer and the floor tile layer that set up from bottom to top, the floor tile layer is formed by the concatenation of a plurality of infiltration ceramic tiles, sets up the drainage hole that a plurality of arrays distribute on the infiltration ceramic tile, is equipped with anti-skidding sand grip between the adjacent drainage hole, and the longitudinal section of anti-skidding sand grip is trapezoidal, and the bottom and the edge connection in drainage hole of anti-skidding sand grip side are equipped with the infiltration hole with the drainage hole intercommunication in the water seepage layer. The utility model discloses a setting of sand cushion layer plays the buffering effect to infiltration ceramic tile and water seepage layer, improves the anti-cracking ability of road to through the setting in antiskid sand grip, drainage hole and infiltration hole, improve the infiltration ability of road, solve the problem of surface gathered water.

Description

Combined type town road pavement structure

Technical Field

The utility model relates to a town road, more specifically say, it relates to a combined type town road pavement structure.

Background

Along with the rapid development of society, the rapid development of urban modern construction, town road is when constantly increasing, and citizen's requirement to town road also improves thereupon, and town road includes the road that supplies various vehicles and pedestrian to pass, and wherein the road surface infiltration ability among the prior art is poor, leads to when running into rainwater weather, and the rainwater is accumulated on the road surface easily, leads to people to step on easily when walking to in the puddle that ponding formed to make shoes and trousers wet the condition by ponding.

Therefore, a new solution is needed to solve this problem.

SUMMERY OF THE UTILITY MODEL

Not enough to prior art exists, the utility model aims to provide a combined type town road pavement structure through the setting of sand cushion layer, plays the buffering effect to infiltration ceramic tile and infiltration layer, improves the anti-cracking ability of road to through the setting in antiskid sand grip, drainage hole and infiltration hole, improve the infiltration ability of road, solve surface ponding's problem.

The above technical purpose of the present invention can be achieved by the following technical solutions: the utility model provides a combined type town road pavement structure, includes sand bed course, water seepage layer and the floor brick layer that sets up from bottom to top, the floor brick layer is formed by the concatenation of a plurality of infiltration ceramic tiles, set up the drainage hole that a plurality of arrays distribute on the infiltration ceramic tile, adjacent be equipped with anti-skidding sand grip between the drainage hole, the longitudinal section of anti-skidding sand grip is trapezoidal, the bottom and the edge connection in drainage hole of anti-skidding sand grip side, be equipped with the infiltration hole with drainage hole intercommunication in the water seepage layer.

Through adopting above-mentioned technical scheme, because the sand cushion layer, the setting on infiltration layer and brick layer, can strengthen the support intensity of road surface basement through the sand cushion layer, and through the infiltration ceramic tile in the brick layer, can play the guard action to road surface, when the infiltration ceramic tile appears damaging because outside extrusion, can maintain ground through the infiltration ceramic tile of changing the damage, and through the drainage hole of seting up on the infiltration ceramic tile, make the ponding of infiltration ceramic tile top surface pass through drainage hole drainage to the infiltration layer, and the infiltration hole through with drainage hole intercommunication flows to the ground bottom, thereby reduce the ponding on road surface, the easy ponding condition that appears in the road surface among the prior art has been solved and makes people when the walking, make shoes and bottom of a trouser leg splash wet by ponding.

The utility model discloses further set up to: the drainage hole comprises a first through hole and a second through hole which are arranged in a central symmetry mode, the flat sections of the first through hole and the second through hole are triangular, and the first through hole and the second through hole are arranged alternately.

Through adopting above-mentioned technical scheme, the efficiency of infiltration can be improved through alternate arrangement's through-hole one and through-hole two, and because anti-skidding sand grip setting is between the drainage hole, the plain section of through-hole one and through-hole two is triangle-shaped to make adjacent anti-skidding sand grip interconnect form the triangle-shaped structure, make the ponding of accumulating on the road surface can flow to through-hole one and through-hole two in along the inclined plane of anti-skidding sand grip.

The utility model discloses further set up to: the bottom end array of the water seepage floor tile is distributed with a plurality of embedded strips, one end of each embedded strip, which is far away from the water seepage floor tile, is provided with a tip, and the embedded strips are embedded in the water seepage layer.

Through adopting above-mentioned technical scheme, through setting up the fillet in the bottom of infiltration ceramic tile, can increase the area of contact of infiltration ceramic tile and infiltration layer through the setting of fillet to improve the joint strength of infiltration ceramic tile and infiltration layer.

The utility model discloses further set up to: the top surface of the antiskid convex strip is sunken downwards to form a plurality of antiskid grooves.

Through adopting above-mentioned technical scheme, set up anti-skidding groove through the top surface at anti-skidding sand grip, when people trampled anti-skidding sand grip, can flow the water of anti-skidding sand grip top surface to in anti-skidding groove and the drainage hole under the mutual extrusion of sole and anti-skidding sand grip, the moisture influence sole that avoids the road surface to leave over and the coefficient of friction on ground, makes the road surface have good anti-skidding effect.

The utility model discloses further set up to: the infiltration layer is filled by muddy clay material and is formed, a plurality of crisscross reinforcing bars that set up have been laid in the infiltration layer inslot, be equipped with the infiltration pipe in the infiltration hole.

Through adopting above-mentioned technical scheme, can form the infiltration hole at the infiltration layer when the concrete is filled through setting up of infiltration pipe to through the reinforcing bar of tiling in the infiltration layer, can play better supporting role to the infiltration layer, thereby improve the intensity of infiltration layer, improve the anti crazing ability of road.

The utility model discloses further set up to: the sand cushion layer is filled with loose mixture of sand grains and broken stones.

Through adopting above-mentioned technical scheme, mix and tile the basic unit of road through gravel and rubble, can play the effect of buffering to infiltration layer and ceramic tile layer to mix the buffer capacity that can strengthen the road surface through rubble and sand grain, improve the anti-cracking ability on ceramic tile layer and infiltration layer.

To sum up, the utility model discloses following beneficial effect has:

the sand cushion layer, the setting on infiltration layer and floor brick layer, can strengthen the support intensity of road surface basement through the sand cushion layer, and through the infiltration ceramic tile in the floor brick layer, can play the guard action to road surface, when the infiltration ceramic tile appears damaging because outside extrusion, can maintain ground through the infiltration ceramic tile of changing the damage, and through the drainage hole of seting up on the infiltration ceramic tile, make the ponding of infiltration ceramic tile top surface pass through drainage hole drainage to infiltration layer, and the infiltration hole through with drainage hole intercommunication flows to the ground bottom, thereby reduce the ponding on road surface, the road surface has solved among the prior art ponding condition and has made people when the walking easily appear, make shoes and bottom of a trouser leg splash wet by ponding.

Drawings

Fig. 1 is a first schematic structural diagram of the present invention;

FIG. 2 is a second schematic structural view of the present invention;

FIG. 3 is a cross-sectional view taken at B-B of FIG. 2;

fig. 4 is an enlarged schematic view of a portion a of fig. 1.

In the figure: 1. a sand cushion layer; 2. a water seepage layer; 3. a floor brick layer; 4. water seepage floor tiles; 5. a drainage hole; 6. anti-skid convex strips; 7. a first through hole; 8. a second through hole; 9. a fillet; 10. an anti-slip groove; 11. a water seepage pipe.

Detailed Description

The present invention will be described in detail with reference to the accompanying drawings and examples.

A composite municipal road pavement structure is shown in figures 1 to 4 and comprises a sand cushion layer 1, a water seepage layer 2 and a floor brick layer 3 which are arranged from bottom to top, wherein the sand cushion layer 1 is formed by tiling loose mixture of sand grains and broken stones, a plurality of criss-cross reinforcing steel bars are tiled on the sand cushion layer 1, then water seepage pipes 11 made of PVC material are longitudinally inserted into the sand cushion layer 1, the mixed clay is filled to form the water seepage layer 2, seepage holes are formed in the water seepage layer 2 when the water seepage pipes 11 are arranged, the floor brick layer 3 is formed by splicing a plurality of water seepage floor bricks 4, a plurality of drainage holes 5 distributed in arrays are arranged on the water seepage floor bricks 4, each drainage hole 5 comprises a first through hole 7 and a second through hole 8 which are arranged in central symmetry, the flat sections of the first through hole 7 and the second through hole 8 are triangular, the first through holes 7 and the second through holes 8 are arranged alternately, anti-skid convex strips 6 are arranged between the, and anti-skidding sand grip 6 is located between through-hole one 7 and through-hole two 8, and the longitudinal section of anti-skidding sand grip 6 is trapezoidal, and the top surface undercut of anti-skidding sand grip 6 is formed with a plurality of anti-skidding grooves 10, and the bottom of the both sides face of anti-skidding sand grip 6 is connected with the edge of through-hole one 7 and through-hole two 8 respectively to the bottom array distribution of infiltration ceramic tile 4 has a plurality of fillets 9 that inlay in infiltration layer 2, and fillet 9 is rectangular form, and the one end that fillet 9 kept away from infiltration ceramic tile 4 is equipped with the point.

When the rain falls to the surface of the water seepage floor tile 4 in rainy days, the rain flows along the anti-skid raised lines 6 to the drainage holes 5, because the longitudinal section of the anti-skid raised lines 6 is trapezoidal, and the top ends of the anti-skid raised lines 6 are sunken downwards to form the anti-skid grooves 10, the accumulated water on the road surface flows to the drainage holes 5 along the two sides of the anti-skid grooves 10 and the anti-skid raised lines 6, because the water seepage holes and the water seepage pipes 11 which are communicated with the drainage holes 5 are arranged in the water seepage layer 2, the accumulated water can flow to the sand cushion layer 1 through the water seepage pipes 11, so that the condition that the accumulated water is not easy to appear on the road surface is solved, the problem that the shoes and the trouser legs are wetted under the action of foot when people walk because the accumulated water is easy to appear on the road surface is solved, the bottom ends of the water seepage floor tile 4 are provided with the embedding parts distributed in an array manner, thereby increasing the contact area between the water seepage floor tile 4 and the water seepage layer 2, leading the water seepage floor tile 4 to be firmly adhered on the water seepage layer 2, the water seepage layer 2 is made of concrete, and the staggered reinforcing steel bars are paved in the water seepage layer 2, thereby improving the bearing capacity of the water seepage layer 2 and the anti-cracking capacity of the road, when rainwater flows to the drainage holes 5, the rainwater can flow to the ground bottom through the water seepage pipes 11 in the water seepage holes, thereby reducing the water accumulation condition on the ground, and the sand cushion layer 1 is arranged below the water seepage layer 2, because the sand cushion layer 1 is formed by spreading loose mixture of sand grains and broken stones, the sand grains and the broken stones can play a role of buffering the road, the water seepage layer 2 and the floor tile layer 3 can be improved to play a role of buffering, and the buffering capacity of the pavement can be enhanced through mixing of the broken stones and the sand particles, and the anti-cracking capacity of the floor tile layer 3 and the water seepage layer 2 is improved.

It is above only the utility model discloses a preferred embodiment, the utility model discloses a scope of protection does not only confine above-mentioned embodiment, the all belongs to the utility model discloses a technical scheme under the thinking all belongs to the utility model discloses a scope of protection. It should be noted that, for those skilled in the art, various modifications and decorations can be made without departing from the principle of the present invention, and these modifications and decorations should also be regarded as the protection scope of the present invention.

Claims (5)

1. The utility model provides a combined type town road pavement structure which characterized in that: including sand cushion layer (1), water seepage layer (2) and floor brick layer (3) that set up from bottom to top, floor brick layer (3) are formed by the concatenation of a plurality of infiltration ceramic tiles (4), set up drainage hole (5) that a plurality of arrays distribute on infiltration ceramic tile (4), and are adjacent be equipped with anti-skidding sand grip (6) between drainage hole (5), the longitudinal section of anti-skidding sand grip (6) is trapezoidal, the bottom of anti-skidding sand grip (6) side and the edge connection of drainage hole (5), be equipped with the infiltration hole with drainage hole (5) intercommunication in water seepage layer (2).

2. The composite town road pavement structure of claim 1, wherein: drainage hole (5) are including being through-hole one (7) and through-hole two (8) that centrosymmetric set up, the plain section of through-hole one (7) and through-hole two (8) is triangle-shaped, through-hole one (7) and through-hole two (8) alternate arrangement.

3. The composite town road pavement structure of claim 2, wherein: the bottom end array of the water seepage floor tile (4) is distributed with a plurality of embedded strips (9), one end of each embedded strip (9), which is far away from the water seepage floor tile (4), is provided with a tip, and the embedded strips (9) are embedded in the water seepage layer (2).

4. The composite town road pavement structure of claim 3, wherein: the top surfaces of the anti-skid convex strips (6) are recessed downwards to form a plurality of anti-skid grooves (10).

5. The composite town road pavement structure of claim 1, wherein: the infiltration layer (2) is filled by mixing the clay material and forms, a plurality of crisscross reinforcing bars that set up have been laid in the infiltration layer (2) internal flush, be equipped with infiltration pipe (11) in the infiltration hole.

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