KR101631037B1 - A method for repairing crack defect using Pin-Port and a device for injecting liquid to repair the crack - Google Patents
A method for repairing crack defect using Pin-Port and a device for injecting liquid to repair the crack Download PDFInfo
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- KR101631037B1 KR101631037B1 KR1020150151118A KR20150151118A KR101631037B1 KR 101631037 B1 KR101631037 B1 KR 101631037B1 KR 1020150151118 A KR1020150151118 A KR 1020150151118A KR 20150151118 A KR20150151118 A KR 20150151118A KR 101631037 B1 KR101631037 B1 KR 101631037B1
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- fluid
- repair
- crack
- maintenance
- injecting
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0203—Arrangements for filling cracks or cavities in building constructions
- E04G23/0211—Arrangements for filling cracks or cavities in building constructions using injection
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
Description
The present invention relates to a crack repairing method using a pin port and a repair fluid injecting apparatus used therein, and it is an object of the present invention to provide a repair fluid injecting apparatus using a fin port, And more particularly, to a crack repairing method using a pin port and a repair fluid injecting device used therein.
Generally, a concrete structure tends to crack on the outside or inside of the structure due to various factors such as drying shrinkage, temperature change and leakage of concrete.
Also, if there is a lot of load such as the floor of the underground parking lot or where the construction of the waterproof layer and the finishing concrete layer in the general floor slab is poor, many of the finishing concrete layer is floated even though it is not exposed to the outside of the structure.
Water and air are easily introduced into the cracks and excursions generated in the above-mentioned structure, and the weathering of the concrete is promoted in the structure due to the influxed water and air, thereby causing corrosion of the reinforcing bars, which has a serious effect on the life and safety of the structure .
In such a cracked structure, repair fluid is injected between the cracks to repair the crack. Generally, in order to inject a repair fluid, a groove is formed by using a crack line (L) ediler as shown in FIG. 1, and then a packer capable of injecting a repair fluid is installed, .
However, as shown in FIG. 2, when the
The present invention relates to a crack repairing method using a fin port and a repair fluid injecting apparatus used therein, in which a repair fluid can be easily injected into a crack line and a repair fluid can be injected in a state in which water existing in the wall is easily removed It is an object of the present invention to provide a crack repairing method using a pin port and a remediation solution injecting device used therein.
According to an aspect of the present invention, there is provided a method of repairing cracks using a pin port, the method comprising: forming first and second peeling grooves having grooves having a predetermined length on both sides of a crack line formed in a wall; A peeling step of peeling the wall portion between the first and second peeling grooves to form an insertion groove; Installing a maintenance liquid injection device in the insertion groove; And supplying a repair fluid to the repair fluid injection device to inject the repair fluid into the interior of the crack line.
It is also preferable that the remedial fluid injector is installed at predetermined intervals along the crack line and the remedial fluid is injected sequentially from one side to the other along the crack line.
In addition, in the case of the next refill solution injecting apparatus which is installed adjacent to the refill solution injecting apparatus when the refill solution is injected into the refill solution injecting apparatus, the repair fluid is sequentially injected from one side to the other along the crack line, It is preferable that the water present be discharged.
Preferably, the first and second peeling grooves are formed at a time by a grinder having a pair of blades spaced from each other.
According to another aspect of the present invention, there is provided an apparatus for use in a method for repairing cracks, the apparatus comprising: a base; a first protrusion protruding from one side of the base, A body portion having an inserting portion inserted into the space between the base and the first engaging portion protruding from the other side of the base; An elastic storage tube having one end connected to the first coupling portion and capable of expanding and contracting elastically and storing the repair fluid when inflated and injecting the repair fluid into the inside of the crack line by a contractive force during contraction; A repair fluid injector coupled to the other end of the elastic storage tube and having an injection hole into which the repair fluid is injected; A first fastening cap coupled to the body portion while pressing the elastic storage tube; And a second coupling cap coupled to the maintenance fluid injection unit while pressing the elastic storage pipe.
In addition, it is preferable that a protruding engagement protruding from the inner circumferential surface of the insertion groove is formed on the outer peripheral surface of the insertion portion.
It is preferable that a check valve, which is not bent in a direction opposite to a direction in which the repair fluid is injected, is bent, and the repair fluid is injected into the repair fluid injector.
It is also preferable that an open holding pin inserted into the maintenance liquid injecting portion and holding the check valve in an open state is included.
Further, it is preferable that a spacing projection protruding from the bottom surface of the base is provided.
According to an aspect of the present invention, there is provided a method of repairing cracks using a pin port, comprising: injecting a repair liquid into a crack line so that an entrance of a crack line is not blocked; Thereby providing an effect of filling the remedying liquid while being discharged to the outside.
According to another aspect of the present invention, there is provided an apparatus for injecting a remedial fluid according to another aspect of the present invention, wherein an inserting portion formed in an inserting groove formed on a cracking line is inserted to prevent the inserting groove from being separated from the inserting groove, It is possible to easily discharge the water existing in the crack line to the outside of the wall.
FIG. 1 is a view showing a drilling on a crack line in a conventional crack repairing method, FIG.
FIG. 2 is a view showing a state in which the entrance of a crack is blocked when drilling in FIG. 1;
3 is a flow chart according to an embodiment of the present invention,
FIGS. 4 to 7 illustrate a process of injecting a remedial solution according to an embodiment of the present invention;
8 is a perspective view of a double cutting edge employed in an embodiment of the present invention,
FIG. 9 is an exploded perspective view of a maintenance fluid injection device according to another embodiment of the present invention, FIG.
10 is an exploded sectional view in the installed state of Fig. 9, Fig.
11 shows a state in which the remedial fluid is filled in the remedial fluid infusion device,
Fig. 12 is a drawing showing the main part of Fig. 11,
Fig. 13 is a view showing the essential part of Fig. 12,
14 is a view showing an open holding pin,
Fig. 15 is a drawing showing the essential part of Fig. 9.
Hereinafter, preferred embodiments according to the present invention will be described in detail with reference to the accompanying drawings.
FIG. 3 is a flow chart according to an embodiment of the present invention, FIGS. 4 to 7 illustrate a process of injecting a remedial solution according to an embodiment of the present invention, FIG. 8 is a cross- It is a perspective view of the day. FIG. 9 is an exploded perspective view of a maintenance fluid injector according to another embodiment of the present invention, FIG. 10 is an exploded sectional view of the maintenance fluid injector of FIG. 9, and FIG. Fig. 12 is a drawing showing the main part of Fig. 11, and Fig. 13 is a drawing showing the main part of Fig. Fig. 14 is a view showing an open holding pin, and Fig. 15 is a drawing showing a main portion of Fig.
Referring first to FIG. 3, according to an aspect of the present invention, a crack repairing method using a pin port is provided. The crack repairing method using the pin port includes steps S10 and S10 of forming first and
4, in the step of forming the first and
8, the
Of course, the first and
Then, as shown in Fig. 5, the peeling step S20 is performed.
The peeling step S20 is a step of removing the
The space between the first and
Subsequently, the maintenance liquid injector installation step S30 is performed.
6, the
Subsequently, the maintenance liquid injection step S40 is performed.
7, the remedial fluid injecting step S40 is a step of supplying the
According to the present embodiment, the
According to the embodiment of the present invention, the
More specifically, FIG. 7 shows a state where the
This embodiment relates to a method for repairing cracks in a concrete wall, and can be used for ceilings, vertical walls, or floor surfaces of a building. For example, when water is present in the
In the crack repairing method using the pin port according to the present embodiment, the wall portion between the first and
According to another aspect of the present invention, there is provided a maintenance fluid injection device (100) used in the crack repairing method. Hereinafter, the
9, the remedial
The
The base (12) is a flat portion provided between the insertion portion (70) and the first engaging portion (13). According to the present embodiment, a
The insertion portion (70) protrudes from one side of the base (12). The
The adhesive applied to the outer peripheral surface of the inserting
The
The first engaging
11, the
The
According to the present embodiment, a
12 and 13, the
Specifically, the
The
As shown in FIGS. 10 and 11, the
The
The
The
Specifically, the
It is necessary to attach the
7, the open-
The
When the maintenance
The maintenance liquid is injected through the
Hereinafter, the operation of the
First, each component of the
Then, the
One end of the
The other end of the
At this time, as in the case of the
6 and 7, the remediation
After the first and
An adhesive is applied to the outer peripheral surface of the
Subsequently, a line for supplying the
At this time, the
Even if the
The
As described above, the
The
Since the
The thickness W1 of the
Also, since the
Further, when the
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, but, on the contrary, is intended to cover various modifications and equivalent arrangements included within the spirit and scope of the appended claims.
5 ... first peeling
7 ...
10 ...
13 ...
70 ...
15 ... first fastening
30 ... maintenance
32 ...
35 ...
50 ...
200 ..
Claims (9)
A peeling step of peeling the wall portion between the first and second peeling grooves to form an insertion groove;
Installing a maintenance liquid injection device in the insertion groove;
And supplying the maintenance liquid to the inside of the crack line by supplying a maintenance liquid to the repair liquid injection device,
A body having a base, an insertion portion protruded from one side of the base and inserted into the insertion groove, and a first engagement portion protruding from the other side of the base;
An elastic storage tube having one end connected to the first coupling portion and capable of expanding and contracting elastically and storing the repair fluid when inflated and injecting the repair fluid into the inside of the crack line by a contractive force during contraction;
A repair fluid injecting unit coupled to the other end of the elastic storage tube and having an injection hole into which the repair fluid is injected;
A first fastening cap coupled to the body portion while pressing the elastic storage tube;
And a second coupling cap coupled to the maintenance fluid injector while pressurizing the elastic storage tube.
Wherein a locking protrusion is formed on an outer circumferential surface of the insertion portion to engage with an inner circumferential surface of the insertion groove.
Wherein the check valve is coupled to the repair fluid injecting unit so that the check valve is bent in a direction of injecting the repair fluid and is not bent in a direction opposite to a direction in which the repair fluid is injected.
And an open holding pin inserted into the maintenance liquid injecting section to keep the check valve in an open state.
And a gap retaining protrusion protruding from the bottom surface of the base is provided.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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KR1020150151118A KR101631037B1 (en) | 2015-10-29 | 2015-10-29 | A method for repairing crack defect using Pin-Port and a device for injecting liquid to repair the crack |
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KR1020150151118A KR101631037B1 (en) | 2015-10-29 | 2015-10-29 | A method for repairing crack defect using Pin-Port and a device for injecting liquid to repair the crack |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20190063842A (en) | 2017-11-30 | 2019-06-10 | 현대엔지니어링 주식회사 | Method for crack repair |
KR102107098B1 (en) | 2019-09-25 | 2020-05-28 | 한국건설기술연구원 | System for physical rehabilitation of fire-damaged concrete structure, and method for the same |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
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KR20020073119A (en) * | 2002-08-29 | 2002-09-19 | 대한주택공사 | Micro packer assembly and construction method using it |
KR100976846B1 (en) * | 2009-06-08 | 2010-08-20 | 주식회사 케이피지 | Packer structure and construction method using the same |
JP2013086216A (en) * | 2011-10-19 | 2013-05-13 | Tsuboman:Kk | Multi-layered diamond cutter |
-
2015
- 2015-10-29 KR KR1020150151118A patent/KR101631037B1/en active IP Right Grant
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20020073119A (en) * | 2002-08-29 | 2002-09-19 | 대한주택공사 | Micro packer assembly and construction method using it |
KR100976846B1 (en) * | 2009-06-08 | 2010-08-20 | 주식회사 케이피지 | Packer structure and construction method using the same |
JP2013086216A (en) * | 2011-10-19 | 2013-05-13 | Tsuboman:Kk | Multi-layered diamond cutter |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20190063842A (en) | 2017-11-30 | 2019-06-10 | 현대엔지니어링 주식회사 | Method for crack repair |
KR102107098B1 (en) | 2019-09-25 | 2020-05-28 | 한국건설기술연구원 | System for physical rehabilitation of fire-damaged concrete structure, and method for the same |
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