JPH0881911A - Elastic road surface decking structural body and connection structure thereof - Google Patents

Abstract

PURPOSE: To prevent the generation of a pressure snow state on a road surface in winter time and crush and remove the freezing of the road surface by running cars and install an elastic road surface decking, which enhances a grip power of car tires to the road surface, to various kinds of road surfaces properly, simply, and easily. CONSTITUTION: There are provided a soft rubber-made bed buffer layer 1E and a steel plate 1D laminated one after another on the top of the bed buffer layer 1E and a surface rubber layer 1A. A concrete board 12C is integrally fixed with the bottom of an elastic road surface decking 12B where a slip preventive design is provided to the surface of the surface rubber layer by way of an anchor bolt 12A in such a fashion that it may be installed projectingly downward from there.

Description

Detailed Description of the Invention

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to general road intersections, pedestrian crossings, curves, slopes, parking lot entrances and exits, expressway interchange entrances, toll gates, railroad crossings and approach parts before and after the intersection, etc. in cold and snowy areas. The following vehicles frequently decelerate, accelerate, stop, and start repeatedly, prevent snow accumulation on the road during winter, and prevent tire slip accidents due to freezing, ensuring traffic safety and smooth traffic, and snow removal,
The present invention relates to an elastic road surface laying plate structure having slip resistance and a connecting structure thereof for the purpose of reducing the ice breaking work.

[0002]

2. Description of the Related Art Traffic conditions during the recent winter in cold and snowy areas include the thorough snow removal work by road administrators, the spread of various snow melting facilities such as road heating, and the spraying of snow melting agents.
Although it has been gradually improved due to the improvement of information services,
Traffic accidents mainly caused by tire slippage due to winter road ice burns, snow pressure, etc. due to an increase in leisure man-hours during the winter period, activation of rural areas, etc. Does not decrease, but rather increases.

Furthermore, there is a strong demand for immediate action to maintain smooth traffic on winter roads, to ensure safety, and to protect human life and property, such as the influence of the recent legislation on the use of spiked tires. Has been done.

[0004] Therefore, conventionally, as measures against snow accumulation on winter roads, various proposals have been made such as road heating, ground water spraying, snow melting agent spraying, mechanical snow removal methods using a rotary car, a motor grader and the like.

[0005]

[Problems to be Solved by the Invention] The above-mentioned conventional measures for snow accumulation on winter roads, such as road heating, groundwater spraying, snow-melting agent spraying, rotary vehicles, mechanical snow removal methods using a motor grader, etc., are economical and investment efficiency. However, each method has the following problems, such as difficulty in maintenance and environmental impact.

For example, in the case of spraying groundwater or seawater,
Due to ground subsidence due to lowering of groundwater level, corrosion of car body and road facilities due to seawater, construction cost of road heating is higher than other methods, running cost is also high, and high energy consumption type.

The simplest method of spraying a snow-melting agent such as calcium chloride has a possibility of causing corrosion of vehicles and road facilities, affecting the treatment capacity of the terminal treatment plant, and causing secondary pollution as in the case of spraying seawater.
Further, even in the method using a snow removing machine, it is almost impossible to expose the road surface for 24 hours due to lack of mechanical capacity and manpower.

The present invention has been made in view of the above problems of the prior art, and its purpose is to effectively prevent the occurrence of a snow-packed state on the road surface, especially in the winter. At the same time, it is possible to effectively remove the frozen state of the road surface based on the running of the vehicle, it is extremely economical, and there is no risk of secondary pollution or labor shortage. To provide an elastic road surface laying plate structure and a connecting structure thereof, which can be laid easily and easily on an unpaved road or a road surface whose pavement is significantly damaged, etc., in a stable posture. is there.

[0009]

According to the elastic road surface laid plate structure of the present invention, a steel plate and a surface rubber layer are sequentially laminated on the upper surface of a base cushioning layer made of soft rubber, and the surface of the surface rubber layer has a non-slip design. The concrete substrate is integrally fixed to the lower surface of the elastic road surface laying plate obtained by applying the above through an anchor bolt that is provided so as to project downward therefrom. Here, instead of the steel plate, the elastic road surface laying plate may have a washer around the anchor bolt.

Further, the connection structure of the elastic road surface laying plate structure of the present invention applies any one of the elastic road surface laying plates described above,
In each of the elastic road surface laid plate structures arranged adjacent to each other, the concrete substrate is provided with notches, and the projections provided at both ends of the unit fastening block are provided with the notches located adjacent to each other. It is just fitted into the part.

In the above description, the soft rubber constituting the underlayer buffer layer has a hardness of 1 to 40 on a JIS spring type A hardness meter, and the surface rubber layer is JI.
The hardness can be set to 25 to 80 on the S-spring type A hardness meter.

[0012]

[Function] In this elastic roadbed, since the underlayer cushioning layer always adheres firmly to the concrete substrate based on its own elastic deformation, it is possible to sufficiently prevent water from entering between the roadbed and the concrete substrate. Therefore, it is possible to effectively prevent the floating deformation of the roadbed due to the freezing of the water.

In addition, the base cushioning layer can cushion the vibration and impact of the road surface laying plate based on its own elastic deformation when a vehicle or the like passes over the road surface laying plate.
As a result, the roadbed and railroad crossings can be effectively protected, and the generated noise can be effectively suppressed.

Further, usually, a steel plate having a plane contour dimension substantially equal to that of each of the base cushioning layer and the surface rubber layer functions as a core material for mechanically fixing the road surface laying board to the base material, By supporting the bolt tightening force, each rubber layer can be sufficiently protected, and at the same time,
In addition to the time-dependent deformation of the elastic roadbed, it effectively prevents the roadbed from turning over, especially at the corners.It also gives the roadbed a high flatness and reduces the number of anchor bolts. Also possible.

By the way, the surface rubber layer of the elastic roadbed is largely elastically deformed when a vehicle or the like passes over the roadbed due to its inherent elasticity and the action of the anti-slip design applied to the surface thereof. By doing so, the ice layer on the surface rubber layer can be easily and surely destroyed and removed by its elastic deformation and the subsequent elastic recovery, which makes it possible to maintain a high frictional force between the vehicle tires and the road surface plate at all times. it can. Moreover, since the surface rubber layer is largely elastically deformed each time a vehicle or the like passes, even if snow is accumulated on the surface rubber layer, it can be sufficiently prevented from becoming a snow-packed state. Further, due to such elastic deformation of the surface rubber layer, the load acting on the surface rubber layer is widely dispersed, so that the surface rubber layer can be effectively prevented from being damaged by abrasion, chipping, cutting and the like.

In addition, in the elastic road surface laying plate to which a washer is applied in place of the above-mentioned steel plate, the weight of the elastic road surface laying plate can be effectively reduced while the protective action for each rubber layer is maintained. When passing a vehicle,
The amount of deformation of the elastic roadbed can be further increased.

Further, according to the structure of the present invention in which such an elastic roadbed is incorporated, the elastic roadbed itself is not directly paved or the pavement is significantly damaged. If it is not possible to lay it, even if the effect of the anchor bolt cannot be expected so much as on an asphalt road surface, the structure manufactured in advance should preferably be installed on the road surface, etc., with the anchor biting into the ground. By arranging, the surface of the road surface laying plate can be easily laid in almost the same horizontal plane in a stable posture without being affected by the situation such as the road surface.

Further, since this structure can be laid by simply installing it on the road surface, the construction is extremely easy and the damaged part can be easily replaced. Since it is dry construction, it is possible to pass vehicles immediately after the completion of construction. Furthermore, since the structure has a concrete substrate, it can act as a weight stone to sufficiently stabilize the elastic road surface slab, and the strength can be appropriately selected in relation to the magnitude of the load. .

In addition, according to the connecting structure of the present invention, by adhering the unit fastening blocks to the notches provided in the structural bodies, the adjacent structural bodies are restrained from each other, whereby the structural bodies are located. In addition to being able to be laid exactly at the intended position, their unexpected relative displacement can be effectively prevented, and further, unsteady adjustment can be performed.

[0020]

【Example】

Example 1 An example of construction of an elastic roadbed will be described below with reference to FIGS. In this example, an elastic road surface laying plate is laid directly on the stop, departure position, road surface and inside the railroad crossing at a railroad crossing where the risk of slip accident due to ice burn or snow pressure is extremely high during the winter season. .

1 to 3 show an elastic road surface laying plate 1 at a vehicle stop position at a railroad crossing, and a length of 10 m on each of the upper and lower sides in the figure,
Dry anchor 3 against existing concrete paving surface 2
It is a figure which shows the state which contacted the railroad crossing main-body floor plate 4 and was fastened using.

Each elastic roadbed 1 used in this example has dimensions of width 500 mm, length 3000 mm and thickness 35 mm. As shown in FIG. 5, this elastic roadbed 1 has a surface rubber layer. 1A and a steel plate 1 on the lower surface of the surface rubber layer
Underlayer buffer layer 1 made of soft rubber laminated via D
It is composed of E and E.

The surface rubber layer 1A has a depth of 12 mm and a width of 4 m.
A non-slip design 5 is formed by engraving m non-slip grooves 1B at a pitch of 20 mm at right angles to the traveling direction 1C of the vehicle. This anti-slip design 5 not only functions to further emphasize the rubber elasticity characteristics of the elastic road surface laying plate 1, but also significantly deforms the surface rubber layer 1A when a load such as a vehicle is applied to the surface, so that the surface rubber layer is Disperses the load received, minimizes the occurrence of damage such as wear, chipping, and cutting, and enhances the non-slip effect.

The surface rubber layer 1A is JISK-630.
1 (vulcanized rubber test method) -14, "low temperature impact embrittlement temperature", has a cold resistance of -45 ° C or less, and also JI
In SK-6301-16 “Ozone deterioration test”, under the conditions of ozone concentration of 50 ± 5 PPhm, thermostat temperature of 40 ± 2 ° C., and specimen elongation of 20%, no abnormalities were observed for 100 hours and excellent weather resistance was obtained. In addition, in the Akron wear test, the specimen angle was 15 ° and the load was 15 pounds (2.721k).
g), under the test conditions of 500 times of preliminary rotation and 1500 times of main rotation, the wear loss is 0.1 cc or less, and it also has high wear resistance performance that can sufficiently withstand running of spike tires for a long period of time.

Table 1 below shows an example of the rubber composition of the surface rubber layer 1A. The hardness is 55 with a JIS spring type A hardness meter.

[0026]

[Table 1]

In FIGS. 4 and 5, the steel plate 1D is a core material for mechanically fixing the elastic road surface laying plate 1 to various base materials, and the thickness and shape thereof are the size of the elastic road surface laying plate and the counterpart material. Depending on the type and shape, the specifications can be taken, but a negative dimension that is not exposed from the peripheral edge of the elastic roadbed 1 (in this example, minus 8 m from the periphery)
In addition to peeling and corrosion of the rubber layer from the rubber layer, a short circuit of a signal current flowing between lines when the road surface laying plate 1 is used as the railroad crossing main body laying plate 4 is prevented.

The material used is SS41, which is a general structural material, or a zinc-plated steel plate whose surface is galvanized to improve corrosion resistance and adhesion to rubber. Note that wire mesh or expansion metal can be used instead of the steel plate.

Here, the surface rubber layer 1A and the base cushioning layer 1E as a so-called familiar layer are joined to the steel plate 1D when the steel plate 1D is formed beforehand when the road surface laying plate 1 is formed, when it is not a zinc-coated steel plate. Rust, scale, etc. are removed from the surface by shot blasting or sand blasting, solvent degreasing is applied, and then a primer (for example, Toyo Kagaku “Metalloc P / Metalloc FB”) is applied and each rubber is vulcanized and bonded simultaneously with press molding. Make it strong in layers (JISK-
6301 Item 1 "Vulcanization adhesion with metal" Adhesion to 90 kg peel strength of 35 kgf / 25 mm or more). Note that the galvanized steel sheet does not require a blasting process.

In molding the elastic road surface laying plate 1, first, the surface rubber of Table 1 is 250 m wide by an extruder with a T-die.
A sheet extruded with a thickness of 10 mm and a width of 500 m
m, a thickness of 30 mm, and a length of 1500 mm to form an unvulcanized surface rubber layer, and a 484 × 1484 × 4.5 mm steel plate 1D that has been previously subjected to a primer treatment is superposed thereon.

Next, similarly to the surface rubber, the soft rubber for the underlayer buffer layer in Table 2 extruded by the extruder with the T-die is 250 in width.
mm, thickness 6 mm, extruded into a sheet 500 mm wide and 1500 mm long
The steel plate 1D is superposed and integrated on the steel plate 1D, and the steel plate 1D is housed in a press-molding die provided with a protrusion for a slip-proof design, and compression-molded by using a steam heating rubber press molding machine. The press molding conditions at this time are a mold temperature of 145 ° C. and a pressing time of 60 minutes. The molded product after vulcanization is demolded after demolding, and then dimensioned after cooling.

On the other hand, the base cushioning layer 1E made of soft rubber which is in contact with the concrete paving surface 2 has a structure in which the elastic road surface laying plate can be easily adhered and fixed thereto even if the concrete paving surface of the base is slightly uneven. Has become. The appropriate hardness range of the base buffer layer 1E is 15 to 30 on a JIS spring type A hardness meter.

The ground buffer layer 1E enhances the adhesion between the concrete pavement surface 2 and the road surface laying plate 1 so as to eliminate the gap between the concrete pavement surface 2 and the elastic road surface laying plate, and to prevent the gap between the concrete pavement surface 2 and the elastic road surface laying plate by infiltration of water during the winter. It functions to prevent freezing and freezing, and also to absorb the vibration shock of the road surface plate by a vehicle passing on the road surface plate to protect the road surface and railroad crossings, and to significantly reduce the noise accompanying it.

Table 2 shows an example of rubber compounding of the base buffer layer.

[Table 2]

Further, on the lower surface of the base buffer layer 1E, as shown in FIG.
As shown in FIG.
The aluminum foil 1F having a thickness of mm can be firmly attached. (In the inventors' experiments, an aluminum foil having a thickness of 0.03 mm was suitable.)

When the pavement surface such as concrete or asphalt and the elastic road surface laying plate 1 are joined with the adhesive 6, the aluminum foil 1F is bonded between the vulcanized rubber and the adhesive which are relatively difficult to bond. By interposing, the initial adhesive force is increased and the high adhesive force is maintained for a long period of time, as compared with the case without the aluminum foil.

Table 3 is a part of the adhesion data of the asphalt and the elastic roadbed.

[Table 3]

With this aluminum foil, it is possible to eliminate the phenomenon that the antioxidant, the vulcanization accelerator, etc., which are blended in the main body of the elastic road surface plate, gradually migrate to the adhesive interface over time, and the adhesive force at the interface is lowered. . Note that stainless steel foil may be used instead of the aluminum foil.

This elastic road surface laying plate 1 has a 25φ anchor hole 1G for a dry anchor (“Sanbic anchor” M-16 × 160) 3 for fastening it to the roadbed surface.
There are 14 holes in the periphery.

In this way, an elastic road surface laying plate composed of the surface rubber layer 1A-steel plate 1D-underlayer cushioning layer 1E-anchor hole 1G is used for the concrete paving surface 2 by using a concrete drill.
An anchor driving hole 2A is formed at a depth of about 170 mm with a diameter of 3φ, and a dry anchor 3 is used for fastening. Reference numeral 7 in FIGS. 5 and 6 is a field-casting type quick-curing urethane elastomer that was injected into the counterbore to embed the head of the anchor after the anchor was driven. When attaching and detaching the anchor 3 when
It prevents the anchor hole from being filled with mud or pebbles, making it difficult to attach and detach, and also prevents ice from adhering to the anchor part.

Table 4 shows an example of the urethane elastomer used.

[Table 4]

FIG. 1 shows the entire railroad crossing stop zone in which 20 elastic road surface laying plates 1 are laid on each of the upper and lower half portions of the pavement surface 2 in the figure for a length of 10 m, and FIG. A cross section is shown, and 2B is concrete cast to have the same level as the elastic road surface laying plate 1 laid on the existing concrete pavement surface 2. Further, FIG. 5 shows a state where the elastic road surface laying plate 1 is fastened to the concrete pavement surface 2 with a dry anchor.

Example 2 In FIGS. 7 to 11, reference numeral 11 in the drawings denotes another elastic road surface laying plate. Figure 7 shows the existing asphalt road surface,
The state in which the elastic road surface laying plate 11 (total thickness 25 mm) is laid is shown.

11A is a surface rubber layer (thickness: 20 mm, composition is the same as in Example 1), and an anti-slip design 15 formed by a non-slip groove 11B (depth: 16 mm, width: 6 mm) is provided on the surface of the rubber layer. A soft underlayer buffer layer 11C is integrally laminated under the surface rubber layer. Then, a bolt hole 11E into which an anchor bolt (diameter 16 mm) 11D for fastening the elastic road surface laying plate 11 to the road surface is fitted is formed in both of them at a rate of about 8 bolts per 1 m ² .

Here, each of these bolt holes 11E has 7
It is reinforced by a washer 11F made of mild steel (SS41) that is 0 mm square and 4.5 mm thick and is simultaneously bonded to rubber by vulcanization.

By the way, the surface rubber layer 11A is used in order to adapt to small projections and irregularities on the existing asphalt road surface.
As shown in FIG. 12, an aluminum foil of 0.03 mm was formed on the lower surface of the underlayer buffer layer 11C (having the same composition as in Example 1) having a thickness of 5 mm, which was laminated on the lower surface of the above, by simultaneous vulcanization. 11G can be firmly attached.

The elastic road surface laying plate 11 is an existing road surface having a relatively uneven surface because a core material such as a steel plate is not contained in the middle portion, and when the uneven surface cannot be repaired in advance due to time or budget constraints. However, it is a specification that fits well on the road surface and surely exhibits anti-slip effect.

The method of fixing the elastic road surface laying plate 11 to the existing asphalt road surface of the base is as follows: the entire surface is adhered by the adhesive 11H, and mechanical parts such as the anchor bolt 11D or the chemical anchor 11I are used to improve the fixing reliability. It uses a double method that combines fastening methods.

Table 5 shows examples of the above adhesive used for the elastic roadbed and asphalt.

[Table 5]

The main agent and the curing agent were mixed in the weight ratio shown in Table 5,
Remove dirt, such as water and mud, from the adhesive surface of the elastic roadbed.
Evenly on the asphalt surface 700-1000g
/ M ²Apply, paste together immediately, and punch in advance.
Lightly tighten the bolts of the chemical anchor 11I
Asphalt and elastic roads that also use pressure rollers to combine rolling pressure
Eject air between the floor boards. Adhesive 11H is hard enough
After confirming that the anchor bolts are tightened, retighten the bolts of the anchor.
Finally, the urethane elastomer shown in Table 4 is inserted into this bolt hole.
Inject 11J.

Another embodiment will be described with reference to FIG.
This is applied when the road surface on which the elastic road surface plate is installed is unpaved or the pavement is significantly damaged and the elastic road surface plate as described above cannot be directly laid on the road surface. The floor board 12B is incorporated in the concrete board unit 12.

This concrete plate unit 12 is preliminarily used at the factory for placing reinforced concrete having a width of 3 m, a length of 3.3 m and a thickness of 21.5 cm using a formwork, and anchor bolts 12A as shown in FIG. The mounted elastic road surface laying plate 12B is set on the bottom of the mold, and concrete is poured into the elastic road surface laying plate 12B to form the road surface laid plate 12 integrally with the reinforced concrete substrate 12C.

The concrete plate unit 12 incorporating the elastic road surface laying plate 12B in this manner is sequentially fastened by the unit fastening blocks 12D reinforced by the reinforcing bars shown in FIG. 17, and the concrete plate units 12 are separated from each other, It is configured so as not to shift.

Further, the anchor 12E bites into the ground and is fixed to the entire joined concrete plate unit. Here, in place of the reinforced concrete substrate, F. R. P. A structural material or a steel frame structural material may be used, or a steel plate having a thickness of 20 mm to 50 mm may be used. By the way, the elastic roadbed 12B and the elastic roadbed 1
And have the same structure.

19 and 20 are sectional views showing still another elastic road surface laying plate. This is because the irregular shape ceramics 1A1 is formed on the surface rubber layer 1A where the anti-slip design is applied.
According to this, it is applied to a road surface that further requires anti-slip properties, the frictional force between the tire and the road surface can be increased, and the grip effect can be significantly improved.

By using "Sixon P-10" as a base primer and "Sixon 511-T" as an overcoat primer on alumina whose particle size is adjusted to 3 to 8 mm by sieving, the rubber and the alumina are solidified. Can be vulcanized and bonded.

For 1000 g of alumina, "Sixon P"
80 g of -10 "is weighed and uniformly mixed with a stirrer, and this is dried in a drying oven at 100 ° C for 20 minutes. Next, the top coat primer is made of alumina 1 by the same procedure as the base primer.
Weigh 70 g per 000 g, and coat again.

After the primer-treated alumina was uniformly dispersed in the mold cavities at 3500 g per 1 m ² of the molding surface area of the mold for the elastic road surface laying plate, the mold was molded by the same molding method as in Example 1. The surface rubber, iron core, and base cushioning layer rubber are laminated in this order, the integrated product is charged, and compression molding is performed with a press molding machine. The press vulcanization conditions during molding are also the same.

The molded ceramic-embedded elastic road surface laying plate, as shown in FIG. 19, has almost no exposed ceramics on its surface. Therefore, even when the snow accumulated on the surface is removed, the work is hindered. It won't come.

As the vehicle passes over this floor plate, the rubber surface around the ceramic is distorted by its weight as shown in FIG. 20, and only the apex of the ceramic 1A1 slightly protrudes from the rubber surface. Increases friction with the tread and greatly improves anti-slip performance.

[0061]

EFFECTS OF THE INVENTION The elastic road surface laying plate here is made of a rubber elastic body having cold resistance, weather resistance and abrasion resistance as a basic material, and by utilizing this elasticity, and a surface having a slip preventing effect, Even if there is snowfall → partial snowmelt → temperature drop → freezing → iceburn, the car passes over the elastic roadbed, and the weight of the car and the impact of the tire hitting the roadbed instantly, easily and reliably Iceburn was destroyed in
The frictional force between the tire and the roadbed is increased at a stretch, and the anti-slip effect is exhibited.

Further, in the case of snow with a large amount of water, on a general road surface, the snow is immediately hardened by a passing vehicle, resulting in an extremely dangerous road condition.
Due to the above materials and the anti-slip design, the elastic road surface plate can never be in a snow-pressed state, and even if there is no passing vehicle and snow or ice adheres to the elastic road surface plate as it is, it is easy to use a scoop or the like. It can be easily removed with a snow removal tool.Compared to the conventional snow removal and snow melting methods, light work, energy saving, pollution-free, maintenance-free, work safety improvement during snow removal work, and laying this road surface plate even outside the winter season By doing so, in combination with the action of the base buffer layer, vibration and noise due to a passing vehicle can be significantly improved, and it is extremely excellent in many respects.

Moreover, in this elastic road surface laying plate, the base cushioning layer is always brought into close contact with the concrete substrate based on its own elastic deformation, so that water can be sufficiently prevented from entering between the road surface laying plate and the concrete substrate. Therefore, it is possible to effectively prevent the floating deformation of the road surface laying plate due to the freezing of the water.

Further, the base cushioning layer protects the roadbed and railroad crossings by buffering the vibration impact generated on the floor plate based on its own elastic deformation when the vehicle or the like passes over the road floor plate, and It also functions to effectively suppress the generated noise.

In addition, since the steel plate embedded in the elastic road surface laying plate functions as a core material for fixing the road surface laying plate to the base material, each of the base cushioning layer and the surface rubber layer is
The steel plate provides sufficient protection from mechanical clamping forces. By the way, since this steel plate is usually buried almost entirely over the elastic roadbed, it is necessary to effectively prevent the roadbed from deforming over time, and also preventing the roadbed from bending over, especially at the corners. Further, it is possible to impart a high degree of flatness to the road surface laying plate and reduce the number of anchor bolts.

Here, in the elastic road surface laying plate to which a washer is applied instead of the above-mentioned steel plate, each rubber layer is sufficiently protected, and the weight of the elastic road surface laying plate is reduced, and at the same time, it is used in a vehicle or the like. When passing, the amount of deformation of the elastic roadbed can be further increased.

Further, according to the structure of the present invention in which the elastic road surface laying plate as described above is incorporated, the elastic road surface laying plate itself is directly damaged when the road surface is unpaved or the pavement is significantly damaged. If you can not lay it on the road surface, even if you can not expect the effect of the anchor bolts much like the asphalt road surface, by installing the prefabricated structure sequentially on the road surface etc. With almost no influence, it is possible to lay the road surface laying plate surface in a substantially uniform horizontal plane in a stable posture at all times.

Further, since this structure can be installed simply by installing it on the road surface, it is extremely easy to install, and replacement work of damaged parts is also easy, and dry installation is also possible. Therefore, the vehicle or the like can be passed immediately after the construction is completed.

Further, in this structure, because of the existence of the concrete substrate, the concrete substrate can be used as a weight stone to stabilize the elastic road surface siding plate sufficiently, and the strength can be appropriately selected in relation to the magnitude of the load. You can

Further, according to the connecting structure of the present invention, by adhering the unit fastening blocks to the notches provided in the structures, the adjacent structures are restrained from each other so that the structures are expected. In addition to being able to lay it exactly as it was, it is possible to effectively prevent unexpected relative displacement thereof, and it is also possible to carry out unsteady adjustment.

[Brief description of drawings]

FIG. 1 is a plan view showing a state in which an elastic road surface laying plate is laid at a vehicle stop / start position on a railroad crossing.

FIG. 2 is a sectional view taken along line AA of FIG.

FIG. 3 is an enlarged plan view showing an elastic road surface laying plate with a part thereof omitted.

4 is a cross-sectional view taken along the line BB of FIG.

FIG. 5 is an enlarged vertical cross-sectional view of a main part of a fastening portion.

FIG. 6 is a vertical cross-sectional view showing another fastening example.

FIG. 7 is a vertical sectional view showing a state in which an elastic road surface laying plate is laid on an existing asphalt road surface.

FIG. 8 is an enlarged plan view showing the elastic road surface laying plate with a part thereof omitted.

9 is an enlarged view of a main part of FIG.

10 is an enlarged cross-sectional view taken along the line CC of FIG.

11 is an enlarged cross-sectional view taken along the line DD of FIG.

FIG. 12 is a vertical cross-sectional view showing another fastening example.

FIG. 13 is an overall plan view of a laid concrete reinforced concrete block.

FIG. 14 is an enlarged view of a main part of FIG.

FIG. 15 is a side view showing an assembled state of the fastening block and the concrete board unit.

16 is a sectional view taken along the line EE in FIG.

FIG. 17 is an enlarged cross-sectional view of a main part of the concrete board unit.

FIG. 18 is a perspective view of a fastening block for a concrete board unit.

FIG. 19 is an enlarged cross-sectional view of a ceramic-embedded elastic road surface laying plate in an unloaded state.

20 is an enlarged cross-sectional view showing the loaded state of FIG.

[Explanation of symbols]

 1, 11, 12B Elastic road surface laying plate 1A, 11A Surface rubber layer 1A1 Ceramics 1B, 11B Non-slip groove 1C Direction of travel 1D Steel plate 1E, 11C Underlayer buffer layer 1F, 11G Aluminum foil 1G Anchor hole 2 Concrete pavement surface 2A Anchor driving hole 3 Dry anchor 5,15 Anti-slip design 6,11H Adhesive 7 Rapid curing urethane elastomer 11D, 12A Anchor bolt 11E Bolt hole 11F Washer 11I Chemical anchor 12 Concrete plate unit 12C Reinforced concrete substrate 12D Unit fastening block 12E Anchor 13 Tire

 ─────────────────────────────────────────────────── ─── Continuation of front page (72) Inventor Ichiro Yamaguchi 4-26-1 Okusawa, Otaru-shi, Hokkaido Mitsuuma Co., Ltd. (72) Hiroyuki Umemoto 4-26-1 Okuzawa, Otaru-shi, Hokkaido Mitsuuma Co., Ltd. Within

Claims (3)

[Claims] 1. An elastic road surface laying plate comprising a base buffer layer made of soft rubber, a steel plate and a surface rubber layer sequentially laminated on the upper surface of the base buffer layer, wherein the surface of the surface rubber layer is provided with a slip resistant design. An elastic road surface laying plate structure in which a concrete substrate is integrally fixed to the lower surface of the concrete via anchor bolts provided so as to project downward from the concrete substrate. 2. The elastic road surface laying plate structure according to claim 1, wherein a washer is arranged around the anchor bolt instead of the steel plate. 3. In each of the elastic road surface laid plate structures according to claim 1 or 2, which are arranged adjacent to each other, notches are provided in the concrete substrate and both ends of the unit fastening block are provided. A connection structure of elastic roadbed structure in which each protrusion is just fitted into each notch.