KR101456581B1 - Method for manufacturing incombustible fiber reinforced plastic rod, and reinforcing method of tunnel using the rod - Google Patents
Method for manufacturing incombustible fiber reinforced plastic rod, and reinforcing method of tunnel using the rod Download PDFInfo
- Publication number
- KR101456581B1 KR101456581B1 KR1020140000641A KR20140000641A KR101456581B1 KR 101456581 B1 KR101456581 B1 KR 101456581B1 KR 1020140000641 A KR1020140000641 A KR 1020140000641A KR 20140000641 A KR20140000641 A KR 20140000641A KR 101456581 B1 KR101456581 B1 KR 101456581B1
- Authority
- KR
- South Korea
- Prior art keywords
- resin
- rod
- reinforcing
- retardant
- flame
- Prior art date
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Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
- B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
- B29C70/00—Shaping composites, i.e. plastics material comprising reinforcements, fillers or preformed parts, e.g. inserts
- B29C70/02—Shaping composites, i.e. plastics material comprising reinforcements, fillers or preformed parts, e.g. inserts comprising combinations of reinforcements, e.g. non-specified reinforcements, fibrous reinforcing inserts and fillers, e.g. particulate fillers, incorporated in matrix material, forming one or more layers and with or without non-reinforced or non-filled layers
- B29C70/021—Combinations of fibrous reinforcement and non-fibrous material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/07—Reinforcing elements of material other than metal, e.g. of glass, of plastics, or not exclusively made of metal
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/14—Lining predominantly with metal
Abstract
The present invention relates to a non-combustible fiber-reinforced plastic reinforcing rod made of a non-combustible material which is installed in place of a reinforcing bar in a tunnel to reinforce the strength of a tunnel and is not damaged by fire, a method of manufacturing the reinforcing rod, and a method of repairing and reinforcing a concrete structure using the same. A core rod made of a flame-retardant or noncombustible resin material, which is inserted in one direction so as to extend in a long rod-shaped reinforcing wire made of a solid material by mixing glass powder with phenol resin or melamine resin therein; A method for producing a flame-retardant thermoplastic resin composition comprising mixing a methylol melamine resin with an inorganic flame retardant, dispersing the flame retardant with a solvent, diluting the resin with water and impregnating the flame retardant fiber with the resin aqueous solution, And a flame-retardant sheath material which is thermocompression-bonded directly to the set temperature and pressure.
Description
The present invention relates to a non-combustible fiber reinforced plastic (FRP) reinforcing rod and a method of repairing and reinforcing a concrete structure. More particularly, the present invention relates to a method of reinforcing a non-combustible fiber reinforced plastic Fiber reinforced plastic reinforcing rod, a method of manufacturing the fiber reinforcing plastic reinforcing rod, and a repairing and reinforcing method of a concrete structure using the same.
Reinforcing bars embedded in concrete structures such as tunnels generally degrade the strength of concrete structures due to various environmental factors. Fiber reinforced polymer (FRP) reinforcements have been developed to reinforce degraded concrete structures. The fiber reinforced plastic reinforcement has advantages of easy construction because it has no fear of corrosion, has excellent strength and light weight, and is applied for maintenance and reinforcement of existing concrete structures in various forms such as sheets, panels, and rods.
However, in spite of many advantages mentioned above, the fiber reinforced plastic reinforcement is being developed as a bar similar to a reinforcing bar to overcome the form limitations used only as a reinforcing material of an existing structure. The rod-shaped fiber-reinforced plastic reinforcement is widely used without any new / existing concrete, and it can be applied widely to existing concrete structures requiring increased load-bearing capacity due to decrease in strength due to corrosion-resistant reinforcing bars and new concrete structures To increase the service life of concrete structures and reduce maintenance costs.
The fiber-reinforced plastic reinforcement has excellent tensile performance, but is deformed when the fire is weak due to heat, so that it can not perform the reinforcing function. Particularly, in the tunnel, there are many factors that cause fire due to collision of the vehicle, and in case of such a fire, the fiber reinforced plastic reinforcement embedded in the tunnel structure is likely to be deformed or damaged by heat.
An object of the present invention is to provide a fiber-reinforced plastic reinforcing rod having a nonflammable property which provides an excellent tensile force and is not deformed or damaged by heat at a high temperature when a fire occurs, and a method of manufacturing the same have.
Another object of the present invention is to provide a method for repairing and reinforcing a tunnel by using the incombustible fiber-reinforced plastic reinforcing rod.
In order to achieve the above object, a non-combustible fiber-reinforced plastic reinforcing rod according to the present invention is characterized in that an elongated bar-shaped reinforcing wire rod made of a solid body is inserted with phenol resin or melamine resin mixed with glass powder therein to extend in one direction A core rod made of a flame retardant or incombustible resin; A method for producing a flame-retardant thermoplastic resin composition comprising mixing a methylol melamine resin with an inorganic flame retardant, dispersing the flame retardant with a solvent, diluting the resin with water and impregnating the flame retardant fiber with the resin aqueous solution, And a flame-retardant sheath material which is thermocompression-bonded directly to the set temperature and pressure.
A method of manufacturing a nonflammable fiber-reinforced plastic reinforcing rod according to the present invention comprises the steps of: impregnating a thermosetting resin solution containing an inorganic flame retardant into a reinforcing wire and drawing and forming the core rod; A method of producing a resin aqueous solution by mixing a methylol melamine resin and an inorganic flame retardant, diluting the mixture with a solvent and diluting it with water, impregnating the resin aqueous solution with the flame retardant fiber, Molding the jacket material; And adhering the flame-retarded sheath material in the prepreg state to the surface of the core rod, and adhering the flame-retardant sheath material to the core rod with the set temperature and pressure.
According to another aspect of the present invention, there is provided a method of manufacturing a tunnel, comprising: forming buried grooves along a longitudinal direction on a wall surface of a tunnel; Fixing a rod bracket having a C-shaped holder opened downward to the inside of the buried groove; Inserting the non-combustible fiber-reinforced plastic reinforcing rod of the present invention into the holder; And inserting cement mortar into the buried grooves and filling the cement mortar with the cement mortar. The tunnel reinforcement method using the incombustible fiber-reinforced plastic reinforcing rod is provided.
Since the nonflammable fiber reinforced plastic reinforcing rod of the present invention is composed of a noncombustible core rod and a nonflammable sheath material, the reinforcing rod is not damaged or deformed by high heat even when a fire occurs in the tunnel, and the circular shape is maintained to prevent damage to the concrete wall of the tunnel It provides an advantage that can be done.
In particular, the incombustible fiber-reinforced plastic reinforcing rod of the present invention is advantageous in that the core rod and the incombustible sheath material are directly bonded to each other by a heat-pressing method without an adhesive, and therefore, the incombustible sheathing material contains microcapsules containing phase- The capsule has a merit that the incombustible effect can be further improved by phase change while absorbing heat energy.
According to the tunnel repairing and reinforcing method of the present invention, since the reinforcing rod is stably installed only by inserting the reinforcing rod into the holder from the lower side of the holder of the rod bracket, it is easy to install the reinforcing rod, So that the structure strength of the concrete wall can be further improved.
FIG. 1 is a partially cut away perspective view of a nonflammable fiber-reinforced plastic reinforcing rod according to an embodiment of the present invention. FIG.
2 is a longitudinal sectional view of the incombustible fiber-reinforced plastic reinforcing rod of Fig. 1;
3 is a longitudinal sectional view of a non-combustible fiber-reinforced plastic reinforcing rod according to another embodiment of the present invention.
4 is a flowchart showing an embodiment of a method for manufacturing a nonflammable fiber-reinforced plastic reinforcing rod according to the present invention.
FIG. 5 is a front view of the drawing-forming apparatus for manufacturing the incombustible fiber-reinforced plastic reinforcing rod according to the present invention.
FIG. 6 is a plan view of the drawing and forming equipment of FIG. 5; FIG.
Fig. 7 is a flow chart illustrating the steps of manufacturing the core rod during the manufacture of the incombustible fiber-reinforced plastic reinforcing rod according to the present invention.
FIG. 8 is an exploded perspective view illustrating a tunnel repairing and reinforcing structure according to the present invention. FIG.
9 and 10 are vertical cross-sectional views showing the tunnel maintenance and reinforcing structure of FIG.
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, preferred embodiments of a non-combustible fiber-reinforced plastic reinforcing rod according to the present invention will be described in detail with reference to the accompanying drawings.
1 and 2, a non-combustible fiber-reinforced
The
Preferably, the reinforcing
Unlike the reinforcing fibers accommodated in the conventional fiber-reinforced plastic, the reinforcing
On the outer surface of the
The flame-
The flame-retardant covering
The inorganic flame retardant mixed in the methylol melamine resin is at least two selected from the group consisting of aluminum hydroxide, magnesium hydroxide, zinc borate, triammonium phosphate and antimony trioxide. The amount of the inorganic flame retardant is 30 to 50 By weight. The methylol melamine resin has an advantage of improving bonding strength with the flame retardant fiber. In addition, when two or more kinds of the above inorganic flame retardant materials are used in the above-mentioned weight% range, it is easy to dissolve in water, and it is easy to mix and dilute with a resin in an aqueous solution state and the flame retardant can be dispersed And does not emit volatile organic pollutants (VOCs) after molding of the resin.
On the other hand, the flame-
When the outer layer of the
The core material of the
The
Since a large number of
The bonding between the
3, a
The incombustible fiber-reinforced plastic reinforcing rod thus constructed is manufactured in the steps as shown in Fig.
Step S1: A step of fabricating the
Step S2: Mixing the methylol melamine resin and the inorganic flame retardant, dispersing the mixture by adding a solvent, diluting the mixture with water to prepare an aqueous resin solution, impregnating the resin aqueous solution with the flame retardant fiber, Molding the flame-retardant jacket material (5)
Step S3: a step of bringing the flame-
The step (S1) of drawing the core rod (2) is performed by using the drawing and forming equipment as shown in Figs. 5 and 6.
The drawing and forming apparatus shown in FIGS. 5 and 6 is a drawing apparatus in which a reinforcing
The
The preformed
The
In this embodiment, the
The drawing and forming method of the
Next, the resin-reinforced wire rod is horizontally moved by a predetermined length in one direction and dried in the
After the
The flame-
In step S3, the flame-
Next, with reference to FIGS. 8 to 10, a method for repairing and reinforcing a tunnel using the incombustible fiber-reinforced plastic reinforcing rod of the present invention will be described.
First, buried
When the operation of installing the reinforcing
According to this tunnel maintenance and reinforcement method, since the
As described above, since the incombustible fiber-reinforced
The non-combustible fiber reinforced
While the present invention has been particularly shown and described with reference to exemplary embodiments thereof, it will be understood by those skilled in the art that various changes and modifications may be made without departing from the spirit and scope of the present invention as defined by the appended claims. And it is to be understood that such modified embodiments belong to the scope of protection of the present invention defined by the appended claims.
1: reinforcing rod 2: core rod
3: reinforcement wire 4: groove
5: Flame-retardant sheath material 6: Flame retardant fiber
7: Microcapsule 8: Cushioning material
9: microcapsule 10: reinforcing wire feeder
20: resin impregnating portion 30: dryer
40: preforming part 50: movable press
60: Drawer 100: Tunnel wall
101: Recessed groove 102: Cement mortar
103: incombustible cover panel 110: rod bracket
111: Holder
Claims (12)
(S1) of impregnating the thermosetting resin solution containing the inorganic flame retardant into the reinforcing wire 3 and drawing and forming the core rod 2;
A method of producing a resin aqueous solution by mixing a methylol melamine resin and an inorganic flame retardant, diluting the mixture with a solvent and diluting it with water, impregnating the resin aqueous solution with the flame retardant fiber, A step (S2) of molding the outer cover material (5);
The step S3 of adhering the flame-retardant sheath material 5 in the prepreg state to the surface of the core rod 2 and bonding the flame-retardant sheath material 5 to the core rod 2 with the set temperature and pressure ;
The step (S1) of manufacturing the core rod (2)
Mixing a thermosetting resin containing a methylol group and an inorganic flame retardant, and then adding and dispersing a solvent to prepare an aqueous resin solution (S11);
(S12) of impregnating the reinforcing wire into the resin aqueous solution and making it into a prepreg resin-reinforced wire;
(S13) of horizontally moving the resin-reinforced wire in one direction by a predetermined length and drying at a temperature of 100 to 250 DEG C for a predetermined time to remove water and gas;
(S14) removing residual moisture and gas by applying heat and pressure while horizontally moving the resin-reinforced wire material by a predetermined length, and preforming the resin-reinforced wire material into a predetermined size and shape;
(S15) of forming the preformed resin material-reinforcing wire material under a set temperature condition and forming the preformed resin material-reinforcing wire material by horizontally moving the resin material-reinforcing wire material by a predetermined length in one direction;
(S16) of cooling the resin material-reinforcing wire and cutting the resin-reinforced wire material into a predetermined length to form a core rod (S16).
Fixing a rod bracket (110) having a C-shaped holder (111) opened downward inside the embedding groove (4);
Inserting a non-combustible fiber-reinforced plastic reinforcing rod manufactured by the manufacturing method according to any one of claims 8 to 10 into the holder (111);
And inserting cement mortar into the embedding groove (4) to fill the reinforcing fiber reinforcement rod.
Priority Applications (1)
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KR1020140000641A KR101456581B1 (en) | 2014-01-03 | 2014-01-03 | Method for manufacturing incombustible fiber reinforced plastic rod, and reinforcing method of tunnel using the rod |
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KR1020140000641A KR101456581B1 (en) | 2014-01-03 | 2014-01-03 | Method for manufacturing incombustible fiber reinforced plastic rod, and reinforcing method of tunnel using the rod |
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Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH08199733A (en) * | 1995-01-20 | 1996-08-06 | Railway Technical Res Inst | Fiber reinforced plastic rod |
KR20100130286A (en) * | 2009-06-03 | 2010-12-13 | 에스케이케미칼주식회사 | Fiber reinforced plastic bolt and method for producing the same |
KR101049879B1 (en) * | 2011-02-22 | 2011-07-15 | 주식회사 티에프티 | Form and method for preparing non-combustible fiber reinforced platics |
KR101333165B1 (en) * | 2013-07-11 | 2013-11-27 | 주식회사 티에프티 | Incombustible bushing for transformer and method for manufacturing the same |
-
2014
- 2014-01-03 KR KR1020140000641A patent/KR101456581B1/en active IP Right Grant
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH08199733A (en) * | 1995-01-20 | 1996-08-06 | Railway Technical Res Inst | Fiber reinforced plastic rod |
KR20100130286A (en) * | 2009-06-03 | 2010-12-13 | 에스케이케미칼주식회사 | Fiber reinforced plastic bolt and method for producing the same |
KR101049879B1 (en) * | 2011-02-22 | 2011-07-15 | 주식회사 티에프티 | Form and method for preparing non-combustible fiber reinforced platics |
KR101333165B1 (en) * | 2013-07-11 | 2013-11-27 | 주식회사 티에프티 | Incombustible bushing for transformer and method for manufacturing the same |
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