KR100889252B1 - Block having a load divergence function and manufacturing and road constructing method for the same - Google Patents

Abstract

The present invention is a block having a load-dispersing function is formed of a material of a certain material so that a certain shape of the uneven groove portion is formed on one side of the body, and a protrusion of a predetermined shape is formed at a position corresponding to the opposite side of the body corresponding to the uneven groove portion and Provide manufacturing and construction methods.

The present invention as described above is made of a block made of a material of a certain material so as to form a concave-convex groove portion and a protrusion coupled to the concave-convex groove portion at respective corresponding positions on both sides of the body, and the concave-convex groove portion and the protrusion portion of the manufactured blocks By paving the roadway by joining the joints in the shape of a triangle or a triangle, when the concentrated ground is subjected to soft loads, the blocks in the upper part of the subsurface area exhibit the slab function to spread the load and express the flexural load strength. Has the advantage of preventing.

Friction force, support force, concentrated load, uniform load, formwork, flexural resistance

Description

Block having a load divergence function and manufacturing and road constructing method for the same

1 is an explanatory diagram illustrating an example of a conventional road laying method.

2 is an explanatory diagram illustrating settlement of a road constructed by a conventional road laying method;

3 is an explanatory diagram illustrating a block provided with a load balancing function of the present invention.

4 is an explanatory diagram illustrating a concrete beam block that is an example of a block provided with a load distributing function according to the present invention.

5 is an explanatory view for explaining an example of construction of the concrete beam block of FIG.

6 is an explanatory view for explaining another example of a block provided with a load distribution function of the present invention.

7 is a flowchart for explaining a method for manufacturing a concrete beam block of the present invention.

8 is a flowchart for explaining a method for producing a soil rock bed block of the present invention.

Figure 9 (a-c) is an explanatory diagram for explaining the difference between the block installation method of the present invention and the conventional installation method.

*** Explanation of symbols for important parts of drawing ***

1,1A-B: Block 2: uneven groove

3: protrusion 4: asphalt concrete

5: 1st protrusion 6: 1st groove

7: 2nd groove 8: 2nd protrusion

9: roadbed 10: sand

11: coupling groove 12: arm block

13: coupling protrusion 14: male block

The present invention relates to a block having a load distribution function and a manufacturing and road construction method thereof, and in particular, a block made of a material having a predetermined material so that the uneven groove and the protrusions coupled to the uneven groove are formed at corresponding positions on both sides of the body. Blocks are manufactured with a load-dispersion function that is safe and easy to install due to the excellent bearing capacity of the connecting parts by paving the roadway by fitting the S-shaped or triangular connection parts composed of the uneven grooves and protrusions of the manufactured blocks. And it relates to a road construction method.

In general, due to improved living standards and changes in environmental awareness, environmental and aesthetic aspects of construction structures are becoming more important than in the past. In addition, in recent years, the construction rate of pavement considering the safety and aesthetics of pedestrians and drivers, such as highways, bus lanes, bicycle lanes, and child protection zones, has increased in countries around the world. Such paving methods include concrete slab paving, asphalt paving, block paving, and the like. In addition, one of the materials of the above paving method is to use cement concrete as an example, such cement concrete is widely used today as a main material such as buildings and civil engineering structures, as well as pavement materials for roads and other uses with asphalt concrete.

Then, referring to an example of the conventional road paving method as described above with reference to FIG. 1, first, when the road paving is determined, the auxiliary base construction process (S100) for compacting the roadbed and constructing the auxiliary base; A laying step (S200) of laying stones or concrete blocks on the auxiliary base layer constructed by the sentry base construction step (S100); A ground stopping process (S300) for stopping the ground by fixing the gap between the stones laid by the laying process (S200) and filling blocks with cement or mortar; The ground stop process (S300) by laying the sand on the ground stops the ground and the block is made of block laying process (S400) to fill the sand between the blocks.

On the other hand, when the conventional road paving method described more easily described, when the road pavement is determined, the roadbed is laid and the auxiliary base layer is constructed. Then, the stone or concrete blocks are laid on the constructed subsidiary base layer, and then between the laid stones, the blocks are filled with cement or mortar, and the ground is stopped. In addition, sand is laid again on the sidewalk where the ground is stopped as described above, and then the sand is filled between the blocks to complete the pavement.

However, the conventional driveway paving method as described above has been used as a small road paving because it has a high cement mortar construction cost and takes a long time to construct, and has a disadvantage in that vibration and noise caused by joints between stones and blocks are large and ride comfort is reduced. It is mainly used for laying sidewalks, but this also has problems such as unevenness caused by bumps when the ground is submerged or frozen in winter, and places that receive a lot of load when driving cars after construction are easily settled and broken.

Particularly, concrete slab pavement, which is one of the conventional roadway pavement methods described above, is supported by most of the loads due to bending resistance, so when the ground is soft, there is a risk of breakage due to the shear as shown in FIG. Pavement is a way to distribute the load acting on the surface layer through the base and subbases widely to support in the subgrade layer, but if the ground is soft, there is a risk of uneven settlement and damage, and block packaging also depends on the strength of the block itself. The load is supported, but due to uneven settlement of the individual blocks, there is a problem that they are rarely used for pavement pavement, but mainly for sidewalks.

Accordingly, the present invention has been invented to solve the above problems, by packing the protrusions of the connecting portion of the S-shaped or triangular shape of the other block to the groove of the connecting portion of the block of the S-shaped or triangular shape to each other Therefore, in case of concentrated load in soft ground, blocks in the upper part of the submerged area show slab function and distribute the load to express the flexural load strength.Therefore, the block with load distribution function to prevent settlement of the road and its manufacture and road The purpose is to provide a construction method.

Another object of the present invention is a method of packing the protrusions of the S-shaped or triangular shaped connecting portion of another block by joining and packing the grooves of the S-shaped or triangular shaped connecting block with each other. Blocks can be laid on ground geometries without subsidiary bases and there is no need to fill mortar or sand between blocks and blocks. To provide a construction method.

The present invention for achieving the above object is a load of a certain material is formed so that a certain shape of the uneven groove portion is formed on one side of the body, a protrusion of a predetermined shape is formed in a corresponding position opposite to the body corresponding to the uneven groove portion Provides a block equipped with a dispersion function.

Another feature of the present invention is a concrete stirring process of mixing the concrete composition material in a constant mixing ratio evenly well;

A block forming process of compacting a rod or a vibrator so that no gap is formed by putting the stirred concrete into a block iron removing die which is a frame for manufacturing the stirred concrete into a predetermined shape after the concrete stirring process;

A surface treatment process of flattening the surface of the concrete block having a predetermined shape after the block forming process and making or roughening a string to help the friction force with the tire according to the use;

It provides a method for producing a concrete beam block with a load distribution function comprising a curing treatment process to produce a set size after curing the block produced in the set shape after the surface treatment process.

Another feature of the present invention is the screen process of filtering impurities below a certain size mixed with soil to be used for the production of blocks of soil rock;

After the screen process, the soil rock bed layer stirring step of mixing the soil rock layer composition material in the stirring cylinder in a uniform ratio and evenly mixed well; A soil rock layer block forming process of compacting the pores to prevent voids by inserting the stirred soil rock layer material into a block for forming a predetermined shape after the soil rock layer stirring process;

A surface treatment process of flattening the surface of the soil rock layer block having a predetermined shape after the soil rock layer block forming process and slightly roughening the surface of the soil rock layer so as to be well adhered to the asphalt concrete layer;

It provides a method of manufacturing a soil rock layer block having a load distribution function comprising a curing treatment process for curing the block produced in a set shape after the surface treatment process and then producing a set size.

Furthermore, another feature of the present invention is the ground-preparation process of stopping the ground of the construction site to the grader flat and spraying sand 5-10 cm to the roadbed compacted by the roller;

A soil laying layer block laying process for laying soil blocks one by one after the foundation preparation process;

An emulsion spraying process of spraying asphalt emulsion with a predetermined amount on an upper surface of the laid block after the soil rock bed block laying process;

It provides a road construction method of the soil rock layer block with a load distribution function comprising a surface construction completion process to complete the surface construction by laying ascon after the emulsion spraying process.

In addition, another feature of the present invention is the block laying process of spraying sand with a certain thickness on the roadbed on which the stop work is completed, and placing blocks manufactured in a predetermined shape thereon by joining the uneven grooves of other blocks using the protrusions. ;

After the block laying process provides a road construction method of a concrete beam block with a load distribution function comprising a driveway completion process of filling the asphalt concrete or concrete slab on the laid blocks to complete the roadway laying.

On the other hand, another feature of the present invention is the base preparation process for forming the auxiliary base by stopping the land to be built the driveway;

After the base preparation process, insert the coupling protrusions of several blocks into the coupling grooves of the female block on the auxiliary base on which the stopping operation is completed, and then insert the coupling protrusions of another male block into the coupling grooves opposite to the female block. It provides a road construction method of a concrete beam block with a load distribution function, including a block laying process for laying subsequent.

Hereinafter, the present invention will be described in detail with reference to the accompanying drawings.

As shown in FIG. 3, the block 1 of the present invention has a predetermined uneven groove 2 formed at one side of the body, and has a predetermined protrusion at a position corresponding to the opposite side of the body corresponding to the uneven groove 2. 3) is made of a material of a certain material to be formed.

Here, the block of the present invention can be made of a variety of materials, for example, concrete, soil, rock bed, artificial stone, wood, polyester, polymer, ceramic, rubber, iron, metals, urefoam, petrochemical, plastic This can be used.

Meanwhile, the assembly of the block 1 of the present invention will be described briefly, and the roadway is paved in such a manner that the protrusions 3 of the other block 1B are engaged with each other in the uneven groove 2 of the one block 1A. do.

Next, embodiments of the present invention will be described in detail.

Example 1

As an example of the present invention, as shown in FIG. 4, the uneven groove 2 of the block 1 is formed in an “S” shape, and the protrusion 3 formed at a corresponding position on the opposite side is “inverse S”. It is formed into a shape. That is, the first protrusion 5 protrudes in the shape of a semi-circle on the upper side of the uneven groove 2, and the first groove 6 is formed in the shape of a semi-circle on the lower side. In addition, the upper side of the protrusion 3 is formed with a second groove 7 in a substantially semicircular shape, while the lower side has a second protrusion 8 protruding in a substantially semicircular shape.

Here, the standard of the block (1) can be manufactured by adjusting to the required strength of the road as shown in Table 1.

 TABLE 1

  Soil Rock Formation Blocks

On the other hand, looking at the road construction method of an embodiment of the present invention as described above, first, as shown in Figure 5 on the roadbed (9) that has been stopped, laid a sand (10) to a certain thickness, for example about 5 ~ 10cm on it Blocks 1B of the present invention are installed in such a manner as to engage the concave-convex grooves 2 of the other blocks 1A by using the protrusions 3, and then the asphalt concrete 4 or concrete slab 4 is placed thereon. If it is full, it will be completed. That is, when the first protrusion 5 of the uneven groove 2 of the present invention is inserted into the second groove 7 of the other block 1A, the first groove on the lower side of the first protrusion 5 is inserted. The second projection 8 of the counterpart block 1A is coupled to (6) and laid in such a manner that the projection 3 is continuously inserted into the uneven groove 2 in this manner, so that it is as tight as a screw when viewed as a whole. To be fixed.

Example 2

Another embodiment of the present invention, as shown in Figure 6 and both ends of the body is a certain block, for example, an isosceles triangular shape of the engaging block 11 is formed in each of the arm block 12; It is formed of a male block 14, the coupling protrusions 13 are formed to be respectively fixed to the coupling groove 11 in the both ends of the body in a position symmetrical to each coupling groove 11 of the female block 12 do.

On the other hand, looking at the construction method of an embodiment of the present invention as described above, first, the male block 14 of the present invention on the auxiliary base layer on which the stop operation is completed is installed in a manner of engaging with the female block 12. That is, the coupling protrusion 13 of the male block 14 of the present invention is inserted into the coupling groove 11 of the female block 12 and then another male block (11) in the opposite coupling groove 11 of the female block 12. The installation work is completed by fitting the coupling protrusion 13 of 14).

Next, the manufacturing method of the present invention as described above will be described.

In one embodiment of the block of the present invention, the block manufacturing method of the concrete material as shown in Figure 7 in the concrete stirring process (S11) to put the concrete composition material in a mixing ratio of a certain component evenly mixed well. In addition, after the concrete stirring process (S11) to proceed to the block forming process (S12) to put into the block iron removal die which is a frame for manufacturing the stirred concrete to a predetermined shape to compact with a stick or vibrator so that no voids.

Then, after the block forming process (S12) to proceed to the surface treatment process (S13) to flatten the surface of the concrete block of a predetermined shape as a whole and to make a line or rough treatment to help the tire and frictional force, depending on the application.

In addition, after the surface treatment process (S13) proceeds to the curing treatment process (S14) to cure the block is manufactured in a set shape and then to produce a set size.

Here, the block shape formed by the block iron removing die during the block forming process (S12) is, for example, as shown in Figure 4 "S" uneven block shape or as shown in Figure 6 approximately male, male block shape. to be.

That is, the manufacturing method of an embodiment of the present invention, for example, a concrete material in a certain ratio, for example, 13% by weight cement, 25% by weight sand, 54% by weight gravel and 8% by weight water or 9% by weight cement, 25% by weight sand Put 58% by weight of gravel and 8% by weight of water into a shaker and mix well. In addition, the agitated concrete in the above-described shape in the set shape, for example, as shown in FIG. Do not stick to a stick or vibrator.

Then, as described above, the surface of the concrete block of the concave-convex shape or the male and female block shape of the present invention is flattened as a whole, and a string is made or roughened to help the friction force with the tire according to the use. In addition, the curing treatment is performed after the surface treatment as described above, wherein the curing is usually performed in a yard, but when the sun is strong, the water is sprayed with sufficient water so that the concrete does not dry out so that the crack does not occur and the treatment is high. Then, the size is set, for example, the block size is large 40cm × 40cm × 30cm in height or more mainly used and small blocks are produced in the same size as the process produced in the general block factory.

On the other hand, one embodiment of the block of the soil rock layer material of another embodiment of the block of the present invention, as shown in Figure 8 in the screen process (S20) to the soil mixed in the soil to be used for the manufacture of the block of soil rock layer material to a certain size or less Filter it out. In addition, after the screen process (S20) proceeds to the soil rock bed stirring process (S21) and put the soil rock layer composition material in a certain ratio to mix the mixing well evenly. After the soil rock bed stirring process (S21), the soil rock bed block forming process (S22) proceeds to a block iron removing die, which is a frame for manufacturing the stirred soil rock material into a predetermined shape, thereby compacting with a stick or a vibrator to prevent voids. . In addition, the soil rock layer block forming process (S22) after the surface treatment process (S23) proceeds to the surface of the soil rock layer block having a predetermined shape as a whole and is slightly roughened so as to be well adhered with the surface of the asphalt concrete.

Then, after the surface treatment (S23) proceeds to the curing process (S24) to cure the block is produced in a set shape and then to produce a set size.

Here, the block shape formed by the block iron removing die during the soil rock layer block forming process (S22) may be, for example, approximately “S” shaped uneven block shape as shown in FIG. 4, or approximately arm as shown in FIG. 6. It is a number block type.

In addition, the component ratio of the soil rock layer material in the soil rock bed stirring process (S21) includes 5% by weight of cement, 85.85% by weight of soil, 0.15% by weight of oil, and 9% by weight of water.

In other words, the block manufacturing method of the soil rock material of the present invention, first, to filter out impurities, such as tree roots, vinyl, and more than 20mm stones mixed in the soil to be used. Then, after the screen process as described above, the soil rock layer material, for example, 5% by weight of cement, 85.85% by weight of soil, 0.15% by weight of oil, and 9% by weight of water are put in a stirrer and mixed well. In addition, the soil soil layer material stirred as described above in a predetermined shape, for example, as shown in Fig. 4 "S" uneven block shape or as shown in Figure 6 block iron removal die which is made of female, male blocks as shown in Figure 6 Put it in a stick or vibrator to avoid voids.

As described above, the surface of the soil rock layer block having the uneven shape or the male and female block shape of the present invention is flattened as a whole and is slightly roughened so as to be well adhered to the surface of the asphalt concrete.

In addition, the curing treatment is performed after the surface treatment as described above, wherein the curing is usually performed in a yard. If the sun is too strong, the surface of the FS emulsion is sprayed about 0.5ℓ per 1㎡ to suppress water vaporization. It is used to prevent cracks and to show high strength, and then it is mainly used when the block size is larger than 40cm × 40cm × 30cm in height. Produce almost the same size as the production process.

Here, the construction method of the soil rock layer block produced by the method of the present invention as described above, first, the ground of the construction site is stopped flat with a grader and sand 5-10 cm on the roadbed chopped with a roll, and then earth, cement, The soil rock layer block of the present invention prepared by mixing the oil agent is laid one by one and the asphalt emulsion is sprayed 0.5 l / ㎡ on the upper surface of the block to make good contact with the asphalt concrete. At this time, when covering the surface of the asphalt concrete, after spreading the emulsion spreading the Pet Mat and laying the asphalt concrete on it can be a good surface coating.

In other words, the construction method using the block of the present invention requires a high strength, such as aerodrome runway, highway, heavy vehicle traffic road, etc. according to the use, or when paving the block itself without ascon surface layer to meet the specifications of the block Can be adjusted as shown in Table 2, and the block is manufactured using a steel formwork or block maker with concrete as a material. However, when laying an asphalt surface on the top of the block, that is, when the block is used as a base, earth bricks containing cement and emulsion may be used.

TABLE 2

For local roads and roads, see Table 2. The width can be adjusted to 25cm × 25cm × 20cm or more in height or less. When the block is used as the surface layer, the concrete is made of high strength concrete and the cement is used as the base layer. It is economical to use soil bricks containing and emulsions.

In addition, in the present invention, when the auxiliary base layer or the ground of the lower part of the block laying part is partially unequal, and irregularities occur, the blocks are not separated even one by one because of the connection structure between blocks, and never sink.

Particularly, concrete slab pavement (rigid pavement) or asphalt pavement in soft ground is very difficult to pave due to the risk of fracture by shear as shown in Figs. 9 (a) and (b), but the present invention Block laying method is superior in durability and stability compared to conventional asphalt paving method (flexible paving), concrete slab paving method (rigid paving), and waste materials that conventional methods cannot recycle when the paving facility is damaged. While it costs a lot of money and requires re-packing, the roadway laid by the block of the present invention does not break as shown in (c) of FIG. 9, but even if it breaks, the block is removed again after ground stability. Put it in place.

Therefore, the roadway constructed with the blocks manufactured by the manufacturing method of the present invention as described above, even if the ground is weakened by the increase of the groundwater level during the rainy season or the flood, even if the road or the road receives a concentrated load of the block of the present invention Since the structure has a slab or beam function, the concentrated load pressure is almost evenly distributed over a large area, so that the roadway made of the block of the present invention does not settle, and even if settled, a negligible temporary inequality will occur. But may be restored again within the elastic region of the block material.

Furthermore, the section laid using the block of the present invention, when excavating the road due to the work of water, sewage, electricity, communication, etc. after construction, the conventional pavement method must destroy the road unconditionally, As shown in FIG. 3, the block of the work site can be temporarily walked and re-installed after work, so the cost is very low and no waste materials are generated.

 In addition, the laying method using the block of the present invention is not limited to the region, climate, season according to the non-paved area, lowland, viscous soil, soft ground, such as the place where rapid paving is required, as well as winter.

As described above, the present invention is a block made of a material of a predetermined material such that a groove portion having an S-shaped or triangular connection portion and a protrusion formed with an S-shaped or triangular connection portion coupled to the groove portion are formed at corresponding positions on both sides of the body. And paving the roadway by joining the uneven grooves and the protrusions of the manufactured blocks to each other. [Excellent support of the block connection part] Blocks on the upper part of the submerged area exert a slab function when subjected to concentrated load on the soft ground. Since it expresses the flexural load strength by dispersing it has the advantage of preventing settlement of the roadway accordingly.

According to the present invention, because the uneven groove portion of the block is packaged by joining the protrusions of the other blocks to each other, even sedimentation does not occur in the soft ground, it is possible to install only on the ground without the auxiliary base and mortar between the blocks There is no need to fill the sand or construction, the construction is easy to follow accordingly.

Claims (26)

In a block having a first uneven portion is formed on one side of the body, the second uneven portion is formed to be completely coupled to the first uneven portion in a position opposite to the body corresponding to the first uneven portion, The block is formed such that an upper side of the first uneven portion protrudes the first protrusion in a semicircular shape while its lower side forms a first groove in a semicircular shape; An upper side of the second uneven portion forms a second groove in a semicircle shape while a lower side protrudes a second protrusion in a semicircle shape; And the first protrusion and the first groove or the second groove and the second protrusion each constitute a connection portion of an “S” shape or an “inverse S” shape. delete The block having a load distribution function according to claim 1, wherein the material of the block is a soil rock mixture. delete delete The block having a load distribution function according to claim 1, wherein the material of the block is plastic. The block having a load distribution function according to claim 1, wherein the material of the block is urethane. The block with a load distribution function according to claim 1, wherein the material of the block is a polymer. The block having a load distribution function according to claim 1, wherein the material of the block is a petrochemical polymer. delete According to claim 1, The block is a female block is formed on each side of both ends of the triangular coupling grooves are formed; Block having a load distribution function, characterized in that formed in the number of blocks each protruding triangular engaging projection inserted into the coupling groove at the position of both ends of the body symmetrical to each coupling groove of the female block. A concrete stirring process of mixing the concrete composition material in the stirring cylinder at a set component ratio and mixing well evenly; A block forming process of compacting a rod or a vibrator so that no gap is formed by putting the stirred concrete into a block iron removing die which is a frame for manufacturing the stirred concrete into a predetermined shape after the concrete stirring process; A surface treatment process of flattening the surface of the concrete block after the block forming process and making or roughening a string to help the friction force with the tire according to the use; And a curing treatment process for curing a block manufactured in a predetermined shape after the surface treatment and then producing the curing in a predetermined size. The method according to claim 12, wherein the block shape formed by the block iron removing die during the block forming process is a “S” shaped uneven block shape. The method according to claim 12, wherein the block shape formed by the block iron removing die during the block forming process is a block shape in which a block shape is coupled to a male and a female in a triangular shape. 13. The load balancing function according to claim 12, wherein the set component ratio of the concrete material during the concrete stirring process includes 13 wt% of cement, 25 wt% of sand, 54 wt% of gravel, and 8 wt% of water. Method of manufacturing concrete beam block. 13. The load balancing function according to claim 12, wherein the set component ratio of the concrete material during the concrete stirring process includes 9 wt% of cement, 25 wt% of sand, 58 wt% of gravel, and 8 wt% of water. Method of manufacturing concrete beam block. A screening process for filtering impurities mixed in the soil to be used for the manufacture of blocks of soil rock layers less than or equal to a predetermined size; A soil rock bed stirring process of mixing the soil rock layer composition material into the stirring cylinder at a predetermined ratio after the screening process and evenly mixing it; A soil rock layer block forming process of compacting the pores to prevent voids by inserting the stirred soil rock layer material into a block for forming a predetermined shape after the soil rock layer stirring process; A surface treatment process of roughening the entire surface of the soil rock layer block after the soil rock layer block forming process and slightly roughening the surface of the soil rock layer block so as to be easily adhered to the asphalt concrete layer; And a curing treatment process for curing a block manufactured in a predetermined shape after the surface treatment and then producing the curing in a predetermined size. 18. The method according to claim 17, wherein the block shape formed by the block iron removing die during the soil rock layer block forming process is a “S” shaped uneven block. 18. The method according to claim 17, wherein the block shape formed by the block iron removing die during the block formation process of the soil rock layer is a block shape in which a male and a male are coupled in a triangular shape. . 18. The load distribution according to claim 17, wherein a predetermined component ratio of the soil rock material during the soil rock bed stirring process is comprised of 5 wt% cement, 85.85 wt% soil, 0.15 wt% emulsion, and 9 wt% water. Method of manufacturing a soil rock layer block provided with a function. A ground preparation process of stopping the ground of the construction site with a grader and then spraying sand 5-10 cm on the roadbed, which is compacted with a roller; A soil laying layer block laying process for laying soil blocks one by one after the foundation preparation process; An emulsion spraying process of spraying asphalt emulsion with a predetermined amount on an upper surface of the laid block after the soil rock bed block laying process; Road construction method of the soil rock layer block with a load distribution function, characterized in that it comprises a surface construction completion process to complete the surface construction by laying ascon after the emulsion spraying process. 22. The method of claim 21, wherein the sand spray during the foundation preparation process is sprayed to a thickness of 5 ~ 10 cm. 22. The road construction method according to claim 21, wherein the emulsion during the emulsion spraying process is sprayed at 0.5 l / m 2. A block laying process of spraying sand with a thickness set on the roadbed on which the stopping operation is completed, and placing blocks prepared thereon by engaging the grooves of other blocks using the protrusions; After the block laying process, the road construction method of the concrete beam block with a load distribution function, characterized in that it comprises a driveway completion process of filling the asphalt concrete or concrete slab on the laid blocks to complete the roadway installation. The road construction method according to claim 24, wherein the set thickness of the sand is 5 to 10 cm. A base preparation process for forming an auxiliary base by stopping the land to construct a driveway; After the base preparation process, the triangular coupling protrusions of several blocks are inserted into the triangular coupling grooves of the female block on the auxiliary base where the stopping operation is completed, and then the coupling of the other blocks to the opposite coupling grooves of the female blocks. Road construction method of the concrete beam block with a load distribution function, characterized in that it comprises a block laying process for laying blocks in succession by fixing the projections.

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