KR20030022753A - an urgent fender wall of tires and an installation method of that - Google Patents

Abstract

PURPOSE: An installation method for a prefabricated emergency wall using waste tires is provided to install an emergency wall rapidly and firmly. CONSTITUTION: The installation method for a prefabricated emergency wall using waste tires comprises the steps of leveling the ground on an installation site, installing unit walls(5) in two lines, forming an emergency wall by filing up a space between an inside of a tire and a wall of a facing tire with earthy materials(10), spreading a vinyl sheet(8) on a front line and woven fabrics(9) on a rear line, attaching unit walls(5) on the vinyl sheet(8) and the woven fabrics(9) in a line, and letting ropes pass through perforated holes of tires of the unit walls(5) continuously, then binding together.

Description

Urgent fender wall of tires and an installation method of that}

The present invention relates to an emergency prefabricated disaster prevention wall using waste tires and an installation method using the same. In particular, in the event of an emergency situation such as flooding crisis or levee loss due to flooding, the waste tires may be urgently blocked in advance to prevent inflow of water and earth and sand. It is about an emergency prefabricated barrier wall that can install sturdy barrier walls quickly by moving the small walls that have been made to the equipment in case of emergency and installing the barrier wall prefabricated and filling the soil with the equipment inside the tire wall.

In Korea, rainfall is increasing due to global warming, typhoons are frequent, and guerilla rains are falling in some regions. In addition, peak flooding is increasing due to urbanization of the watershed.

This increased flooding causes the dams to collapse and flood, causing a lot of damage. A large amount of rainfall and heavy rain caused by typhoons not only increase the flow rate of the river, but also cause landslides in bad vegetation and inclined slopes, so that much soil and driftwood flows downstream along with the rainfall.

The downstream rivers in these areas are channeled by soil and driftwood, flooding the rivers and flooding the surrounding area and buried by soil.

In order to prevent such flood damage, a lot of money and time are required, such as building a dam and maintaining a river bank.

However, the damage caused by flooding is indiscriminate, and the damage to life and property is so great that various efforts are needed to prevent the disaster.

In particular, if a flooding crisis occurs due to flooding, it is necessary to put an effort to prevent flooding, such as urgently installing a flood wall.However, when it is inevitably flooded, water barriers are installed to prevent the spread of the affected area. Effort is required.

In addition, there is a need for rapid emergency repair of flooded dikes and roads.

Currently, a way to prevent flooding in the event of such an emergency is to install flood walls with sand bags.

However, this method is time-consuming and the flood wall is weak to prevent flooding, and it does not play a role in preventing disasters. The sand bag is only used as an emergency recovery method such as levee recovery after damage.

As described above, the emergency flood wall installation or emergency recovery method using sand bags is difficult to put soil into sand bags, and sand bags filled with soil are transported by manpower to build embankments. This takes a lot of time and accordingly takes a lot of time to cope with the urgent situation was less effective.

In addition, there is no binding force between bags in case of emergency recovery of a damaged dike etc. with sand bags, so it is difficult to build high considering the safety of dikes.

As described above, the method of preventing and repairing floods using sand bags takes a lot of manpower and time, and the safety of the levees is not so great that there is a problem that cannot be applied in actual situations.

The present invention is to solve these problems, the object of the present invention is first, the emergency flood wall and flooding waterway to install to prevent flooding when the flooding crisis hits the water level of the river or reservoir due to the flood. The purpose of the present invention is to provide emergency barriers that can quickly and effectively install earthquake barriers to block soil, and secondly, to quickly and effectively perform emergency repairs after flood damage such as levees and roads.

In order to achieve the above object, the present invention collects waste tires of similar size and cuts one side portion, and drills the tread surface at two or more equal intervals to form a hole, and then cuts the waste tires upwards and drills them. Stacked in a cylindrical shape at the height of multiple layers by stacking the holes in the same position, and attaching many cylinders in a row to make a wall, and using the rope with flexible, durable and high-strength inside each cylinder. The tires are cross-bonded in the form of eight letters to make a number of small unit walls of a certain size in advance, and the small walls are stored near the vulnerable area where it is expected to occur and transported to the site in case of emergency. To install them prefabricated so that they form a disaster prevention wall and then perpendicular to the back of the wall. The purpose is achieved by installing vinyl sheets or non-woven fabrics and by using equipment to fill the soil inside the walls with very fast and robust installation of disaster prevention walls.

1 is a longitudinal cross-sectional view of unit wall assembly using the present invention tires

2 is a perspective view of a processed tire according to the present invention;

3 is a cross-sectional view of a processed tire according to the present invention.

Figure 4 is a cross-sectional view of the three close contact wall according to the present invention

Figure 5 is a cross-sectional view of two spaced apart two columns according to the present invention

Figure 6 is a one-walled cross section according to the present invention

Figure 7 is used in the emergency flood wall in accordance with the present invention installed in a close multi-row method

State diagram

Figure 8 is used in the emergency flood wall in accordance with the present invention is installed in the spaced two-wall method

State diagram

Figure 9 is used for emergency repair of the embankment in accordance with the present invention is installed in a spaced two-wall method

Profile of status

Figure 10 is a block diagram of a state used in the emergency road blocking wall according to the present invention

11 is a configuration diagram of the state used in the earth and sand emergency barrier in accordance with the present invention

Figure 12 is used in the road restoration barrier wall according to the present invention, the reinforcement is built in the first row wall

Section installed in the way

Figure 13 is a one-row wall unnecessary for reinforcement used in the road repair blocking wall according to the present invention

Section installed in the way

Figure 14 is a block diagram of a state used for the emergency installation of piers according to the present invention

Figure 15 is a configuration diagram of the state installed in the protection in accordance with the present invention

Figure 16 is a schematic view of the state used as the embankment reinforcement order wall in accordance with the present invention

<Description of Signs for Main Parts in Drawings>

1. Waste tire 2. Hole

3. Incision 4. Rope

5. Unit wall 6. Carrying ring

7. Flip collar 8. Vinyl sheet

9. Nonwovens 10. Earth and sand

11.tie rope 12.reinforcement rope

Looking at the configuration of the small unit wall for constituting the disaster prevention wall of the present invention in detail by the accompanying drawings as follows.

As shown in Figs. 1 to 3, waste tires 1 of similar size are collected and one side portion is cut and perforated two or more places at equal intervals to form holes 2 to cut the waste tires. Perforated holes (2) are piled up in a cylindrical shape at the height of a plurality of layers, with the parts (3) facing up and the perforated holes (2) at the same position. ), The rope 4 having high durability and strength is cross-bonded in the form of eight characters to form a small unit wall 5 having a predetermined size.

Above and below the predetermined position of the small unit wall 5 is a configuration in which a transport ring 6 is formed to be transported by equipment.

The small unit wall 5 (also called small tire wall) for constituting the disaster prevention wall of the present invention will be described in more detail as follows.

Waste tires used for the production of unit walls can be used without cutting off the side parts, but they can be removed by cutting one side or both sides of the waste tires for easy soil filling inside the tire and easy soil removal when dismantling the wall. To do this, drill two or more holes at equal intervals on the tread surface.

The more holes drilled and bundled, the stronger the unit wall is.

In the production of unit walls, waste tires of similar size are used, and the larger the unit wall size is, the shorter the installation time of the barrier wall can be shortened, but it is decided in consideration of the ease of soil filling and removal, convenience of transportation and installation.

As an example, when using a car tire, as shown in FIG. 1, a method of assembling a unit wall having three heights and five rows is as follows.

① Collect waste tires (1) of similar size and cut one side and drill holes (2) in four places so that the center angle is 90 degrees.

② The three processed tires are stacked in a cylindrical shape with the cut side faces upward and the left and right drilling positions are in a straight line.

(3) Attach the five cylindrical shapes formed by stacking three tires in a straight line to stack the left and right boring holes 2 in contact with each other.

④ Pass the flexible, durable and strong ropes 4 through the left and right boring holes 2 of the bottom tires 1, which are in contact with each other, inside the cylinders, and wrap them in a circle including the bead lines of the upper tires. Cross the tires through the perforations of the tires and repeat, then wrap the bead lines of the third layer tires in a circle to bind the six tires in an eight-character shape and tie both ropes together.

⑤ A rope (4) is continuously passed through the rope (4) through the perforation holes (2) of the uppermost tires abutting the first cylinder, the second cylinder, and the fourth cylinder and the fifth cylinder to form a carrying ring (6).

⑥ Install the reversing ring (7) using the rope (4) as the hole of the bottom tires.

The use of the emergency prefabricated disaster barrier used by using the unit wall of the present invention manufactured as described above is as follows.

(1) Disaster emergency emergency

Emergency flood wall installed in case of danger of flooding due to rising water level in rivers or reservoirs

Emergency waterway barrier wall installed when the river or reservoir is expected to overflow

Emergency earth and sand barriers installed in landslide-prone areas or outbreak areas

(2) disaster recovery

Emergency recovery barriers in the event of a river or reservoir embankment collapse

Barriers to recover lost roads due to flooding

Emergency Pier Recovery Barrier in case of Bridge Destruction due to Flood

Temporary Fill Barriers

(3) For construction facilities

Wall for construction

River and waterway barriers

Temporary water tanks, reservoirs, settlement walls

Temporary Fill Walls

It may be used for such purposes.

The installation method of the wall will be described in detail as follows.

In order to install the wall, the ground of the installation site should be stopped evenly, and the unit wall is lifted into the equipment and placed on the planned line.

Walls should be installed vertically and level to the extent possible.

The wall installation method includes a close multi-row method, a spaced two-row method, and a single-row method.

According to the purpose and location of the barrier, the installation method should be selected in consideration of the tightness of the barrier installation time, the method of securing the filling soil, the height of the installation, the width of the installation site, and the conditions of the installation location such as entering the vehicle.

(1) tight multi-wall method

The close multi-wall method is used as a barrier or soil barrier.

As shown in Figure 4, using the unit wall (5) to attach the tire wall in close contact with two or more rows to install the wall, when used as a barrier wall sandwiching the vinyl sheet (8) between the walls and the earth and sand barrier wall is a vinyl sheet ( 8) Fill the soil inside the space between the wall and without inserting it.

First, the ground of the installation place is stopped flat and the vinyl sheet 8 is laid long on the floor so as to wrap the unit wall 5 to be installed at the front, and the unit wall 5 is covered with 1/3 of the vinyl sheet 8. Install it in line with the plastic sheet.

In the longitudinal horizontal connection method between the unit walls 5, the rope 4 is successively passed through the perforation holes 2 of the top tires on both outer sides of the unit walls, which are joined together and tied together.

However, when the time is very short, the longitudinal horizontal connection between the unit walls is omitted, and when time permits, the two outer tie ropes attached to the unit walls are removed, and all six tires of the unit walls contacted with ropes are removed by rope. Bind to double the robustness.

Wrap the back of the unit wall (5) with the vinyl sheet (8) at the bottom, and attach the unit wall (5) in close contact with the back of the vinyl sheet (8) to install the wall in two or three rows and to perform horizontal connection between the unit walls.

When the height of the disaster prevention wall is high, the unit wall is lifted up to be stacked vertically. At this time, the connection between the upper and lower upper walls is made by passing the rope through the upper and lower tire perforations of the upper and lower unit walls, which are in contact with each other, if there is time. Bundle together and omit vertical connections if you do not have time.

(2) spaced two-heat wall method

As shown in FIG. 5, the unit walls 5 are used to install the tire walls in two rows in parallel and at regular intervals, and fill the earth and sand 10 in the space between the inside of the tire cylinder and the tire wall facing the disaster prevention wall. Make.

First, the ground of the installation site is stopped flat, spaced at regular intervals parallel to the embankment, the vinyl sheet (8) is laid on the heat transfer, the nonwoven fabric (9) is laid on the heat transfer, and the unit wall (5) is placed on the vinyl sheet (8) and the nonwoven fabric (9). Install in a line.

In the longitudinal horizontal connection method between the unit walls 5, the ropes 4 are continuously passed through the top of the outer periphery of the abutment of the unit walls 5 and the boring holes 2 of the tire 1 immediately below, and tied together.

However, when the time is very short, the longitudinal horizontal connection between the unit walls is omitted, and when there is time, the two outer binding ropes attached to the unit walls are removed, and the eight tires on both sides of the unit walls are connected by ropes. Bind to double the robustness.

The back of the unit wall (5) is wrapped with a vinyl sheet (8) and a nonwoven fabric (9) and fixed at the top so as not to flow.

Meanwhile, between the opposing unit walls 5, holes are formed in the vinyl sheet 8 and the nonwoven fabric 9 using holes drilled in the middle tire of the wall, and the mutual unit walls are connected by tie ropes 11 so that the wall is backward. Do not fall.

When the height of the disaster prevention wall is high, the unit wall is raised upward and two or three floors are stacked vertically. If the height of the disaster barrier is higher, the gap between the unit walls facing each other is narrowed by giving a step to the upper part.

Vertical connections between unit walls may be omitted or omitted depending on site conditions.

(3) 1 heat wall method

As shown in FIG. 6, a retaining wall installation method is provided in a fill area such as a levee, a road, and a backfilled soil, and stops the floor foundation flat and lays a nonwoven fabric 9 on the foundation floor. Install 5) in a row.

The horizontal connection method between the unit walls is tied together by successively passing the rope through the perforation holes of the tires immediately above and at the top of both outer sides of the contact unit walls.

However, when the time is very short, the longitudinal horizontal connection between the unit walls is omitted, and when there is time, the two outer binding ropes attached to the unit walls are removed, and the eight tires on both sides of the unit walls are connected by ropes. Bind to double the robustness.

Wrap the back of the unit wall with a nonwoven fabric at the bottom and fix it at the top so that it does not flow, drill a hole in the nonwoven fabric and tie it with a reinforcement rope 12 in the middle hole of the wall.

Fill the soil inside the wall and fill the backfill soil.

When filling the backfilling soil, the reinforcement rope 12 is filled while filling the soil layer.

One row wall is to be installed either as an integrated vertical wall or stepped vertical wall depending on the installation height and site conditions. Vertical connection between unit walls is connected or omitted depending on the site situation.

How to fill soil inside the wall

When the unit wall 5 is placed in a flat area, the unit walls 5 are self-supporting even when the soil is not filled, so that the soil filling work in the wall can be easily performed.

In this emergency prefabricated barrier wall, the equipment is used to shorten the installation time of the barrier wall by filling earth and sand in the vertical cylindrical unit wall, and filling it with manpower. Finish the work.

It is better to fill the soil inside each cylinder, but it is better to fill the soil according to the urgency. Even though some soil is lacking in some cylinders, the tire wall itself is self-supporting, so it is ordered by vinyl sheet and prevented by the nonwoven fabric. There is no big problem.

Dismantling method of barrier

When dismantling the disaster barrier after the emergency is over, break the connecting rope between the unit walls, overturn the unit wall with the equipment, and lift it up with a ring to separate the unit wall and the soil.

Clean and store the unit walls from which the soil is removed by removing and cleaning the surrounding soil. Reuse and reassemble the unit walls that are crushed or loosened.

As such, the emergency prefabricated barrier wall installed using the small tire wall of the present invention is a disaster prevention facility for preventing floods, reducing damage in the event of a flood, and for quick emergency recovery. Mercury.

For fast disaster prevention wall installation, many tires for small disaster prevention tires are made in advance by processing waste tires, and this small wall is stored near the vulnerable area where a disaster is likely to occur. It is possible to install the barriers quickly by using the prefabricated barriers and using the equipment for earth and sand filling inside the walls.

On the other hand, in the installation of a solid disaster prevention wall, since the wall is used as a tire, robustness is secured.

Tires are made of rubber and are chemically stable with high durability and tensile strength.

In small tire wall, all tires that make up the wall are tied to the bead line or the tread surface where high carbon steel is contained by rope, and the whole wall is integrated. As a result, the disaster prevention wall made of tires has high rigidity.

In addition, by securing the water-repellency, by installing a vinyl sheet vertically on the back of the tire wall and filling the soil.

Emergency prefabricated barrier wall is made by making a number of small tire walls in advance and stocking them near the vulnerable area where it is expected to occur, and then moving to the site in case of emergency and using the equipment to assemble the wall to fit the site conditions. Install the earth and sand in the wall and surrounding space.

Another embodiment of the present invention will be described in detail with reference to the accompanying drawings as follows. same.

(1) emergency flood wall

As shown in Figure 7 is an emergency flooding wall installed during flooding crisis in rivers or reservoirs as the water level rises, after stopping the embankment of the embankment flat, install the unit wall in parallel with the stream, but in the urgent region close contact This method installs a flood wall and piles up soil on the back of the inner wall of mine.

On the other hand, as shown in Figure 8 when the flood wall installation time to some extent or when the unit wall is insufficient to stack in a multi-row, the flood wall is installed in a spaced two-row method.

The height of flood wall is to be installed by connecting unit wall vertically with 1st stage or 2nd stage according to the site situation.

(2) Emergency recovery of collapsed embankment

As shown in Fig. 9, after the bottom of the collapsed bank is stopped evenly, the unit wall is installed in a spaced two-row manner at the center of the bank.

According to the dike construction height, the lower floor increases the separation distance of the facing wall and installs by narrowing the separation distance so as to make a step toward the upper part.

If the tire wall is to be used as a permanent embankment, cover the soil with additional earthwork and cover the revetment.

(3) waterway emergency barrier

As shown in FIG. 10, as a water barrier blocking wall installed in roads, rivers, valleys, etc., which may be in the form of waterways when flooding is caused by flooding, the floor of the installation site may be stopped evenly and the water flow may be blocked by the unit wall. The barrier wall should be installed by the close multi-row method or the spaced two-row method.

When the left and right spaces of the barrier wall are difficult to block with unit walls, cover them with sand bags.

The height of the barrier wall is to be installed in one or two stages depending on the site situation.

(4) earth and sand emergency barriers

As shown in FIG. 11, a unit wall is installed in a lower area of a slope or a mountain valley where there is a risk of landslides such as a mountain or an incision. Determine the size and the like.

The floor of the installation site is stopped evenly and the unit walls are stacked in a close multi-row method. Depending on the site conditions, the unit walls are stacked in the longitudinal or transverse direction with respect to the direction of external force.

In case of earth and sand emergency barriers or four-sided dams, unit walls are installed at the lower part of the unit so that the safety of the barriers is large.

The earth and sand emergency barrier can be used as a soil barrier on the cut slope of the road.

(5) Emergency Road Recovery

As shown in FIGS. 12 to 13, when a road installed on a riverside or a slope is lost due to a flood, a unit wall is installed in a fill area in the form of a retaining wall, and the unit wall is installed by a one-row wall method after stopping the floor. .

The vertical wall or stepped vertical wall is to be integrated depending on the site conditions such as fill height and slope.

In the stepped vertical wall, reinforcement may be omitted in consideration of slope, soil, etc.

(6) Lost Bridge Emergency Recovery

As shown in Fig. 14, when the bridges installed in the small and medium-sized rivers are destroyed by flooding, the unit wall 5 is closely attached to the unit wall 5 as a disaster prevention wall installed at appropriate intervals so that the unit wall acts as a pier after the stream flow rate is reduced. Install in a square or two-wall spaced apart.

When the height of the pier is high, the unit wall (5) is raised up and stacked further vertically, and the vertical connection between the unit walls must bind the rope so that the unit wall is not separated by the fluid force.

(7) Walls for temporary construction work

As a wall construction method for temporary temporary installations such as barriers, water barriers, water storage facilities, reservoirs, and settlements at construction sites, the unit walls and vinyl sheets are used to provide a close multi-wall method and spaced two-wall method. Walls should be installed in a single-row method or spaced two-row method in temporary facilities such as retaining walls or fillets.

(8) Protective Measures and Order Walls

As shown in Fig. 15, the nonwoven fabric 9 is laid on the slope of the river or reservoir on the banks of the banks, and the unit walls 5 are installed in a single-row manner, and the soil and gravel are filled in the unit walls. It can be to have.

In addition, it is possible to make a revetment by erecting a unit wall vertically on a slope and filling soil inside the wall.

On the other hand, as shown in Figure 16 as a method of reinforcing the dike built by the riverbed soil with a high permeability coefficient, the wall is installed by a close multi-wall method using a unit wall in the dike of the dike to cut the front part of the dike or newly built And it is possible to reinforce the levee by inserting the vinyl sheet vertically between the walls and filling the soil in the walls to increase the order.

As described above, the present invention is not limited to the preferred embodiment of the above-described characteristics, and various changes can be made by any person having ordinary skill in the art without departing from the gist of the present invention claimed in the claims. .

Looking at the effects of the present invention discussed above

(1) Since the unit wall is made in advance and is prefabricated using equipment,

You can quickly build a barrier

(2) Disaster prevention can be prevented by building a barrier in a very short time.

Can reduce damage

(3) The unit wall has a certain size and is self-supporting and lightweight.

Easy to build walls

(4) Tires outside the wall are strong against impact, scour, corrosion and abrasion.

Bind to each other, fill the soil inside the wall, and set up the

The wall is strong

(5) It is easy to change the shape and scale of the wall, so it can be applied to various uses.

(6) Since the vinyl sheet can be installed vertically on the back side of the wall

Perfect order is possible

(7) Since the wall is formed vertically when the levee is restored, the amount of soil is saved and the soil is

Is applicable

(8) Wall oysters due to the flexibility of the tires, the elongation of the rope and the weight of the filler

Because of its large nature, it quickly adapts to the deformed ground when the ground is flooded.

Maintaining functionality

(9) There is little risk of collapse when the external force increases after restoration, and unit walls are integrated when the bank collapses.

And the flexibility of the other languages can reduce secondary damage

(10) An emergency wall can be used as a permanent wall in a levee,

The order function is getting bigger

(11) The unit wall is semi-permanently because it removes the reclaimed soil after use and reuses it.

There is a usable effect.

Claims (6)

Collect the waste tires (1) of similar size and cut one side portion, and drill the tread surface at least two places at predetermined intervals to form a hole (2), and then cut the waste tires (3) upwards and drilled them. The holes (2) are stacked in the same position, stacked in a cylindrical shape at the height of a plurality of layers, and a plurality of cylinders are lined up to form a wall. 4) cross-binding in the form of eight characters to form a small unit wall (5) of a predetermined size, while at the same position upper and lower portions of the small unit wall (5) to be transported by the equipment and at the same time to be turned over. Emergency prefabricated disaster prevention wall using waste tires, characterized by forming a carrying ring 6 and a turning ring 7 After stopping the ground of the installation place flatly, install the vinyl sheet 8 on the floor for a long time, and install the unit walls 5 of the claim 1 in such a way that the vinyl sheet 8 is spread over about 1/3. Wrap the back of the unit wall (5) with the vinyl sheet (8) at the bottom and attach the unit wall (5) to the back of the vinyl sheet (8) to install the wall in two or three rows, while between the unit walls (5) The method of installing an emergency prefabricated disaster prevention wall using waste tires, which is made by binding with a rope 4 to make a horizontal connection and then filling the soil 10 into the unit wall 5. First, the ground of the installation site is stopped flat and the unit walls 5 of claim 1 are installed in two rows in parallel with a predetermined interval in parallel to the embankment, and the earth and sand 10 in the space between the inside of the tire cylinder and the facing tire wall. To make a disaster prevention wall, but put a vinyl sheet (8) on the heat transfer and a non-woven fabric (9) on the heat transfer, and then attach the unit walls (5) on the vinyl sheet (8) and the nonwoven fabric (9) in a row, and then contact the unit walls. Emergency prefabricated disaster prevention wall installation method using a waste tire, characterized in that the rope (4) through a continuous through the rope (4) through the top of the outer periphery of the both sides of the (5) and tie together together The base of the floor is stopped flat, the nonwoven fabric 9 is laid on the base, and the unit walls 5 of claim 1 are lined up, and then the top and bottom tires of both outer edges of the unit walls are contacted. A method for installing an emergency prefabricated disaster prevention wall using waste tires, which is made by continuously passing the rope 4 through the holes 2 and tying them together, while filling the soil 10 into the unit wall 5. According to claim 3, Between the opposing unit wall (5) using a hole (2) perforated in the middle wall of the wall of the vinyl sheet (8) and the nonwoven fabric (9) by a hole in the tie rope 11 mutually Emergency assembly type disaster prevention wall installation method using a waste tire, characterized in that the wall does not fall back by connecting the unit wall (5) 5. The method of claim 4, wherein the reinforcement rope 12 is installed on the rear surface of the unit wall 5 to fill the backfill soil. 5.