CN214831647U

CN214831647U - Shock attenuation antiskid lane

Info

Publication number: CN214831647U
Application number: CN202120844488.1U
Authority: CN
Inventors: 邵也
Original assignee: Suzhou Industrial Park Hongkun Environmental Technology Co ltd
Current assignee: Suzhou Industrial Park Hongkun Environmental Technology Co ltd
Priority date: 2021-04-23
Filing date: 2021-04-23
Publication date: 2021-11-23
Anticipated expiration: 2031-04-23

Abstract

The utility model relates to a shock attenuation antiskid lane, including ground, the subaerial surface is equipped with the seal, is equipped with the resistance to compression layer on the seal, and resistance to compression layer upper surface is equipped with limited slip layer, and limited slip layer surface has granular sensation or line, thereby has the difference in height between limited slip layer and the resistance to compression layer and forms drainage channel, drainage channel and drainage pipe intercommunication, form the direction sign between the adjacent limited slip layer. The utility model discloses a shock attenuation antiskid lane not only provides stronger non-slip properties, and can reduce by a wide margin the driver and go jolting and vibrations above that and feel, avoids the vehicle because of jolting and cause the vehicle accident that driver maloperation arouses, can effectively promote drainage performance.

Description

Shock attenuation antiskid lane

Technical Field

The utility model relates to the technical field of roads, in particular to shock attenuation antiskid lane.

Background

Ramps are important methods for making height changes on the ground, and for example, ramps are required to enter underground garages through the ground. The traditional ramp is a washboard type ramp and a floor tile spliced type ramp, but when a vehicle runs on the ramp, the vehicle tire is easy to slip to cause accidents and the vibration is large. In addition, during traditional ramp drainage, water can only rely on the downward flow of ramp surface, leads to the ramp bottom to collect too much rivers easily, leads to ponding.

SUMMERY OF THE UTILITY MODEL

The utility model discloses a solve prior art's problem, provide a can promote the shock attenuation antiskid lane of antiskid and drainage performance, concrete technical scheme is as follows:

the utility model provides a shock attenuation antiskid lane, includes ground, and subaerial surface is equipped with the seal, is equipped with the compressive layer on the seal, and compressive layer upper surface is equipped with limited slip layer, and limited slip layer surface has granular sensation or line, thereby has the difference in height between limited slip layer and the compressive layer and forms drainage channel, drainage channel and drainage pipe intercommunication, form the direction sign between the adjacent limited slip layer.

Preferably, the anti-pressure layer is yellow, and the anti-slip layer is green.

Preferably, the width of the adjacent anti-slip layers is 15 cm.

Preferably, the thickness of the compression resistant layer is 2mm, and the thickness of the slip resistant layer is 3-4 mm.

Preferably, the sealing layer is formed by a permeable microporous charring sealant.

Preferably, the sealing layer and the anti-slip layer are provided with a curing agent.

As a preferred scheme, the surface of the anti-slip layer is coated with a granular feeling or is provided with lines by a roller napping process.

The technical effects of the utility model: the shock-absorbing antiskid lane of the utility model not only provides stronger antiskid performance, but also can greatly reduce jolting and vibration feeling of a driver driving on the shock-absorbing antiskid lane, and avoid vehicle accidents caused by misoperation of the driver due to jolting of the vehicle; in addition, the drainage performance can be effectively improved.

Drawings

In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the embodiments or the technical solutions in the prior art will be briefly described below, and it is obvious that the drawings in the following description are 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 schematic cross-sectional view of a shock-absorbing antiskid lane according to an embodiment of the present invention.

Fig. 2 is a top view of the shock attenuation antiskid lane of the embodiment of the utility model.

Fig. 3 shows the difference in height between the pressure-resistant layer and the slip-resistant layer according to the embodiment of the present invention.

Detailed Description

The technical solution of the present invention will be described clearly and completely with reference to the accompanying drawings, and obviously, the described embodiments are some, but not all embodiments of the present invention. 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.

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. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.

In the description of the present invention, it is to be noted that, unless otherwise explicitly specified 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.

The following detailed description of the embodiments of the present invention will be made with reference to the accompanying drawings. It is to be understood that the description of the embodiments herein is for purposes of illustration and explanation only and is not intended to limit the invention.

As shown in fig. 1 to 3, the shock-absorbing antiskid lane of the present embodiment includes a ground 1, a sealing layer 2 is disposed on an upper surface of the ground 1, a pressure-resistant layer 3 is disposed on the sealing layer 2, and an antiskid layer 4 is disposed on an upper surface of the pressure-resistant layer 3. The surface of the anti-slip layer 4 has granular sensation or lines, the height difference is formed between the anti-slip layer 4 and the compression resistant layer 3, so that a drainage channel 5 is formed, the drainage channel 5 is communicated with a drainage pipeline, and a guide mark 6 is formed between the adjacent anti-slip layers 4. Among the above-mentioned technical scheme, through setting up the closing layer, form integrative surface, including the top facing, can make the surface form confined structure, prevent the invasion of moisture such as sleet weather, improve product stable in structure performance. The fall of the pressure resistant layer 3 and the anti-slip layer 4 can naturally form a set of drainage system to guide rainwater or sewage to flow into the arranged drainage pipeline, thereby improving the drainage performance. In the embodiment, the surface of the anti-slip layer 4 is coated to make granular feeling or is provided with lines by using a roller napping process, so that the anti-slip coefficient of the anti-slip layer can be increased, and the safety is improved. Through above-mentioned technical scheme, compare with traditional washboard formula ramp and ceramic tile concatenation formula ramp, the accident that the prevention vehicle tire that can be better skidded and arouse. In the embodiment, the width of the adjacent anti-slip layers is 15cm, namely, the anti-pressure layers with the width of 15cm are used as intervals, so that the height drop between the anti-slip layers is formed, the anti-slip performance is stronger, and compared with the defects that the traditional concrete pouring washboard type ramp has large vibration and is easy to pulverize, the anti-slip structure can greatly reduce the jolt and vibration feeling of a driver driving on the anti-slip layer, and avoids vehicle accidents caused by misoperation of the driver due to jolt. The aggregate of the shock-absorbing antiskid lane adopts inorganic aggregate, the liquid material is water-based resin, and compared with ceramic tiles or other epoxy resin products, the aggregate has extremely low VOC (volatile organic compounds) emission and odor purification in the construction and use process, and is an environment-friendly product meeting the environmental protection concept.

In this embodiment, the anti-pressure layer is yellow, and the anti-slip layer is green. The driver is provided with a striking warning effect by matching the two colors with alternate yellow and green colors and high contrast. The guide arrow is matched with the beautiful pattern paper pasters to form a high contrast of the dislocation sense and the color, and the obvious guide effect can be played for the driver.

In this embodiment, the thickness of the anti-pressure layer is 2mm, and the thickness of the anti-slip layer is 3-4 mm. Thereby improving the binding force with the concrete, having higher compactness and improving the compressive strength. The green anti-slip layer is 3-4mm, the surface adopts a spraying or roller napping process, the friction force is enhanced, and a drainage system is naturally formed due to the height difference between the anti-slip layer and the compression layer.

In this embodiment, the sealing layer is formed by a permeable microporous carbonized sealant, and the sealing layer and the anti-slip layer are provided with a curing agent, a surface curing agent, and a closed capillary, so that the service life is prolonged, and the attractiveness is enhanced.

The following is a construction method of the shock-absorbing antiskid lane of the embodiment.

First, basic requirements

1. The thickness of the concrete foundation is more than 7cm, the strength is more than C25, and no crack, no sand and no hollowing and upwarping of the concrete foundation layer are caused.

2. The flatness of the leveling layer is required to meet the design requirement (the whole antiskid surface layer is only 6-8 mm).

3. The leveling course of the concrete can not crack.

4. Curing for more than 2 weeks is needed after the concrete is poured.

Second, basic treatment

1. Ground of polishing

The purpose is as follows: the ground is coarsened to ensure the adhesive force of the primer, and a rough, clean and flat ground is formed.

The method comprises the following steps: and grinding and coarsening the whole ground, and grinding and flattening local unevenness of the ground.

Tool: sander, vacuum cleaner, angle grinder.

2. Repairing ground

The purpose is as follows: leveling the ground, and repairing and leveling the concave pits, the expansion joints and the damaged internal corners of the ground.

The method comprises the following steps: and (5) filling and leveling by using resin mortar.

Tool: a spatula.

Three, closed base layer

The construction surface is sealed and cleaned by using a permeable material, so that the corrosion resistance and the waterproof performance of the ground are improved, and the bonding force between a subsequent pressure-resistant layer and the ground is ensured.

The purpose is as follows: the permeable microporous carbonized sealant is directly arranged on a concrete surface layer for sealing, the water resistance and the acid-base corrosion resistance of the concrete are enhanced, and the interface bonding with a pressure-resistant layer is ensured.

The method comprises the following steps: cleaning up dust on the whole ground, constructing the interface sealant, and constructing for many times until the whole ground is completely sealed if the ground has strong permeability.

Thickness: bottom layer 0.1mm

Fourth, the compression resistant layer

And uniformly, flatly and compactly paving the base layer material on the working surface to form a compression-resistant layer with the thickness of about 3mm, so that the flatness is improved, and the compression resistance and the impact resistance of the finished product are enhanced.

The purpose is as follows: the compression strength and the impact strength of the lane are improved, and the flatness of the surface of the lane is further improved.

The method comprises the following steps: using a spatula.

Tool: a spatula and a stirrer.

Thickness: yellow pressure resistant layer 3 mm.

Design fifth, design

And lofting according to the business design requirements, and sticking the beautiful pattern paper.

The purpose is as follows: the safety of the vehicle is guaranteed, and the striking lines have guidance and attractiveness.

The method comprises the following steps: and according to a template picture approved by the owner, lofting by using template paper.

Sixth, the limited slip layer

And scraping the mixed material on the anti-pressure layer in batch, and then spraying the mixed material to form the color strip-shaped anti-slip belt with the thickness of about 3 mm.

The purpose is as follows: the green surface layer has good damping property, attractive appearance and good wear resistance.

The method comprises the following steps: and spraying the stirred green anti-skid material on the yellow base layer by using a spatula in a guniting mode.

Tool: flush coater, agitator, spatula.

Thickness: the green anti-slip layer is 3 mm.

Seventhly, cleaning and maintaining

Removing construction sundries and garbage, spraying a special curing agent on the whole construction surface after the surface of the green anti-slip layer reaches saturated drying after the anti-slip layer finishes construction for 12 hours, and carrying out air-drying curing for a week.

The vibration-damping antiskid lane of the present invention has been described above, but the present invention is not limited to the above-described specific embodiments, and various modifications and changes can be made without departing from the scope of the claims. The present invention includes various modifications and alterations within the scope of the claims.

Finally, it should be noted that: the above embodiments are only used to illustrate the technical solution of the present invention, and not to limit the same; although the present invention has been described in detail with reference to the foregoing embodiments, it should be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some or all of the technical features may be equivalently replaced; such modifications and substitutions do not depart from the spirit and scope of the present invention.

Claims

1. The utility model provides a shock attenuation antiskid lane, includes ground, its characterized in that, the subaerial surface is equipped with the seal, is equipped with the resistance to compression layer on the seal, and resistance to compression layer upper surface is equipped with limited slip layer, and limited slip layer surface has granular sensation or line, thereby has the difference in height between limited slip layer and the resistance to compression layer and forms drainage channel, drainage channel and drainage pipe intercommunication, form the direction sign between the adjacent limited slip layer.

2. The vibration-damping anti-skid lane of claim 1, wherein said pressure resistant layer is yellow and said anti-skid layer is green.

3. The vibration-damping anti-skid lane of claim 1, wherein the width of the adjacent anti-skid layers is 15 cm.

4. The vibration-damping antiskid lane according to claim 1, wherein the thickness of said pressure-resistant layer is 2mm and the thickness of said antiskid layer is 3-4 mm.

5. The vibration-damping anti-skid lane of claim 1, wherein said closure layer is formed from a permeable microporous charring sealant.

6. The vibration-damping anti-skid lane according to claim 1, wherein said blocking layer and said anti-skid layer are provided with a curing agent.

7. The shock absorbing anti-skid lane of claim 1, wherein the anti-skid layer surface is grained using spray coating or textured using a roller roughening process.