KR20160098851A - Repairing method of pot hole - Google Patents

Repairing method of pot hole Download PDF

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Publication number
KR20160098851A
KR20160098851A KR1020150020990A KR20150020990A KR20160098851A KR 20160098851 A KR20160098851 A KR 20160098851A KR 1020150020990 A KR1020150020990 A KR 1020150020990A KR 20150020990 A KR20150020990 A KR 20150020990A KR 20160098851 A KR20160098851 A KR 20160098851A
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KR
South Korea
Prior art keywords
porthole
repairing
road
repair
space
Prior art date
Application number
KR1020150020990A
Other languages
Korean (ko)
Inventor
반운숙
Original Assignee
반운숙
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 반운숙 filed Critical 반운숙
Priority to KR1020150020990A priority Critical patent/KR20160098851A/en
Publication of KR20160098851A publication Critical patent/KR20160098851A/en

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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/005Methods or materials for repairing pavings
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C23/00Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
    • E01C23/06Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road
    • E01C23/10Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road for raising or levelling sunken paving; for filling voids under paving; for introducing material into substructure

Abstract

The present invention relates to a method of repairing a porthole, and it is an object of the present invention to reduce the time and cost required for repairing cracks, breakage, and potholes generated in an asphalt or concrete pavement.
The method for repairing a porthole according to the present invention includes a first step of manufacturing a plurality of repair parts in block form having different heights and areas, a first step of piercing the first porthole and its periphery generated on a road or a road surface, A step of selecting a repairing part having a height and an area corresponding to the depth and area of the expanded space and inserting the repairing part into the expanded space; And a third step.

Description

{REPAIRING METHOD OF POT HOLE}

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of repairing a porthole on a road or a road made of asphalt or concrete.

Generally, pavement asphalt and concrete are aged with time and gradually become damaged or damaged, resulting in a porthole. Another cause is a porthole caused by friction between a vehicle and a tire of a motorcycle.

Cracks or cracks formed on the asphalt and concrete pavement thus shorten the life of the road, and damage to roads affects the running stability of the vehicle, so rapid repair is required immediately after the breakage.

The existing method of repairing damaged roads is as follows. First, the area of the portholes inside the porthole is enlarged to a size larger than the area and depth of the portholes generated on the road or the road surface, and then asphalt or concrete is poured into the porthole .

After that, compaction is carried out by repetitively reciprocating the furthest point through a large compaction device such as a pressure rolling device, and then the vehicle is blocked until the asphalt or concrete is completely cured.

Therefore, it takes a long time to repair a conventional porthole and requires a lot of equipment to be used.

In addition, as the time required for repairing the port hole is prolonged, the passage of the vehicle is disturbed, resulting in severe vehicle stagnation.

Patent Registration No. 10-1392477 (Apr. 29, 2014)

SUMMARY OF THE INVENTION The present invention has been made to solve the above problems of the prior art, and it is an object of the present invention to provide a porthole repairing method that can reduce the time and cost required for repairing cracks, breakage, and portholes generated in asphalt or concrete pavement roads It has its purpose.

A method for repairing a porthole according to the present invention includes a first step of fabricating a plurality of repair parts in a block shape having different heights and areas, a first step of piercing the first portholes generated in the road or road surface and the periphery thereof, A step of selecting a repairing part having a height and an area corresponding to the depth and area of the expanded space and inserting the repairing part into the expanded space, And a third step.

The method further includes the step of applying an adhesive to the extended space between the second step and the third step.

The method further includes curing the adhesive applied to the expanded space.

In the method for repairing a phosphorus hole according to the present invention, when the expanded space is formed by enlarging the area of the porthole in the repair process of the porthole, And then the repair part of the corresponding size is inserted into the extended space to be fixed on the road. Accordingly, the resin-like asphalt or concrete is filled in the porthole in the conventional repair process of the porthole, and a separate large compaction device is further mobilized There is no need to go through a process of climbing a branch, and the time and cost required for maintenance can be remarkably shortened.

In addition, since the time required for maintenance can be shortened, the vehicle stagnation phenomenon can be alleviated.

In addition, since it is possible to repair the portholes by piling them according to the repair parts of a specific dimension in the course of widening the area of the initial portholes, it is possible to repair the portholes by inserting repair parts corresponding to the sizes, The maintenance can be performed quickly and the cost due to maintenance can be remarkably reduced.

1 is a block diagram showing a construction procedure of a porthole repairing method according to the present invention;
BACKGROUND OF THE INVENTION Field of the Invention The present invention relates to a porthole repair method, and more particularly,
3 to 5 are views showing a construction procedure of a porthole repairing method according to the present invention;

Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings so that those skilled in the art can easily carry out the present invention. The present invention may, however, be embodied in many different forms and should not be construed as limited to the embodiments set forth herein. Like parts are designated with like reference numerals throughout the specification.

FIG. 1 is a block diagram showing a construction procedure of a porthole repairing method according to the present invention, FIG. 2 is a perspective view showing a repair part applied to a porthole repairing method according to the present invention, Fig. 3 is a view showing a construction procedure of a porthole repairing method according to the present invention;

First, a plurality of repair parts 10 having different heights and areas are manufactured. (Step 1)

The repair part 10 may be formed by mixing materials used for roads such as general asphalt and concrete and then molding it into a mold or a mold and then molding it by demolding it from a mold or a mold after curing, 2, or may be formed in various shapes such as a rectangular or polygonal shape although not shown in the drawings.

At this time, a plurality of molds or dies are used, and they are formed to have different heights and areas.

As a result, as shown in FIGS. 2 (a) to 2 (f), the repair parts 10 molded through the mold or the mold have different heights and areas.

Thereafter, the first port hole 2 and the periphery thereof generated in the road or road surface 1 are formed as an extended space 3 into which the repair part 10 can be inserted, (The second step). [0054]

Since the first port hole 2 and the bottom surface of the port hole 2 are formed in a concave and convex shape and the repair part 10 is formed in a rectangular shape, And is quickly cut or cut through a separate mechanical device so as to correspond to the shape of the maintenance part 10 to form an expanded space 3 in a flat state.

At this time, the extended space 3 is formed with a predetermined depth and area.

That is, the expanded space 3 is formed to correspond to the area and the height of the repair part 10 having a similar size among the manufactured repair parts 10.

For example, when the first port hole 2 has a length of 70 cm and a length of 20 cm, the repair part 10 having a length of 80 cm and a length of 80 cm and a height of 30 cm, The extended space 3 may be formed so as to correspond to the transverse length, the longitudinal length, and the height of the remanufactured part 10 manufactured as described above.

Thereafter, the foreign matter is removed in the expanded space 3, so that the maintenance part 10 can be easily inserted into the expanded space 3. [

Then, the repair part 10 having a height and an area corresponding to the depth and the area of the expanded space 3 is selected and inserted into the extended space 3. (Third step)

As described above, the expanded space 3 is formed to have a depth and an area corresponding to the height and area of the repair part 10, so that if the repair part 10 is inserted into the expanded space 3 The port hole 2 can be easily and quickly repaired.

Before the repair part 10 is inserted into the extended space 3, a road adhesive is previously applied to each wall surface and a bottom surface of the expanded space 3, and the repair part 10 is extended into the extended space 3 3, and then the adhesive for roads is cured, so that the maintenance part can be adhered and fixed to the expanded space 3 and stably fixed on the road.

At this time, if the road adhesive is protruded to the surface of the repair part 10 by inserting the repair part 10 into the expanded space 3, the protruded road adhesive is wiped and finished.

The curing method of the road adhesive may be a curing method through a device capable of spraying warm air or cold air, a natural curing method, a curing method using a curing agent capable of promoting curing while improving the hardness of the road adhesive have.

The above-described method for repairing a porthole is a method for repairing a porthole 2 when the enlarged space 3 is formed by enlarging the area of the porthole 2 in the course of repairing the road where the porthole 2 is generated, And then the repair part 10 of the corresponding size is inserted into the expanded space 3 to be fixed on the road. Therefore, in the conventional method of repairing the porthole, resin type asphalt It is possible to reduce the time and cost required for the repair, since it is not necessary to fill the concrete in the porthole and then use a separate large compaction device to carry out a process such as closure of the corresponding point.

In addition, since the time required for maintenance can be significantly shortened, the vehicle stagnation phenomenon can be quickly resolved.

While the present invention has been particularly shown and described with reference to exemplary embodiments thereof, it is to be understood that the invention is not limited to the disclosed exemplary embodiments, Of the right.

1: road or road surface 2: porthole
3: Extended space 10:

Claims (3)

A first step of manufacturing a plurality of repair parts in block form having different heights and areas,
A second step of grasping the first porthole and the periphery thereof generated on the road or the road surface and forming a space expanded in the folding line corresponding to the area and the height of any one of the built-
Selecting a repairing part having a height and an area corresponding to the depth and area of the expanded space and inserting the repairing part into the expanded space;
Wherein the method comprises the steps of:
The method of claim 1,
And applying an adhesive to the expanded space between the second step and the third step
The method further comprising:
3. The method of claim 2,
Curing the adhesive applied to the expanded space
Further comprising the steps of:
KR1020150020990A 2015-02-11 2015-02-11 Repairing method of pot hole KR20160098851A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020150020990A KR20160098851A (en) 2015-02-11 2015-02-11 Repairing method of pot hole

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020150020990A KR20160098851A (en) 2015-02-11 2015-02-11 Repairing method of pot hole

Publications (1)

Publication Number Publication Date
KR20160098851A true KR20160098851A (en) 2016-08-19

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KR1020150020990A KR20160098851A (en) 2015-02-11 2015-02-11 Repairing method of pot hole

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106120511A (en) * 2016-08-31 2016-11-16 黄亮光 Rear hybrid road surface pit restorative procedure
CN106368110A (en) * 2016-08-31 2017-02-01 黄亮光 Method for repairing pit slots on road surface

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101392477B1 (en) 2013-11-20 2014-05-07 주식회사 삼송마그마 Repacking of asphalt concrete pavement method

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101392477B1 (en) 2013-11-20 2014-05-07 주식회사 삼송마그마 Repacking of asphalt concrete pavement method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106120511A (en) * 2016-08-31 2016-11-16 黄亮光 Rear hybrid road surface pit restorative procedure
CN106368110A (en) * 2016-08-31 2017-02-01 黄亮光 Method for repairing pit slots on road surface

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