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Facility Maintenance Division of Kukje Chemical & Construction Co., Ltd.

Non-Combustible Reinforced Panel Method

Non-Combustible Reinforced Panel Method

1. Background for Introduction

Many facilities are installed to increase convenience of everyday life in cities where we live. The structures, which form a part of those facilities, unavoidably become old with degraded durability and load-bearing capacity due to environmental factors such as natural disaster, fatigue accumulation, etc., over time after completion of construction.
The failure to repair those unstable structure, leaving them unattended, will give rise to risks from collapse of structure, and sometimes, may result in large-scale calamities involving injury or loss of life, and furthermore, add to the confusion caused by prolonged paralysis of major social infrastructures and transportation networks. Consequently, significant inconvenience will be caused to routine lives of the public, along with tremendous construction costs arising from restoration works. Moreover, conventional methods significantly increase the vulnerability of structures to the fire and make reinforcement materials combusted during the fire, leading to failure of structural reinforcement functions, even after structural reinforcement. In response to that, our company developed the NCP Method[patent no. 10-1395192] which improves necessary functions, such as tensile strength, and makes the structure more lightweight by using the nonflammable FRP jointly developed by Korea Institute of Civil Engineering and Building Technology, to strengthen nonflammable performance and fire resistance, ensuring conformity to related laws and regulation, stronger advantage in terms of cost effectiveness, workability, safety and greater structural reinforcement and nonflammable performance, compared to other methods.

Laws, regulations and standards related to the use of nonflammable materials[laws and regulations governing the use of nonflammable materials]

Urban Railroad Construction Rule
(Effective from July 08, 2014)
[Ordinance of the Ministry of Land, Infrastructure and Transport No. 106]

Subparagraph 3, Article 35 (Finishing Materials of Station Structures, Etc.)

① Finishing materials, etc., used in each structure at stations shall be used in conformity
     with the standards specified below.

1. The finishing materials used in platforms and waiting rooms shall be nonflammable materials as prescribed in
    Subparagraph 10, Article 2 of the Enforcement Ordinance of the Building Act (hereinafter referred to as
    “Nonflammable Materials” in this Article). However, nonflammable materials may not used in the floor fishing
    materials at the place furnished with machine and facilities such as air-conditioning system.
2. Materials used in corridor, stairs and passageways shall be nonflammable materials.
3. Finishing materials, used in the exterior of prefabricated partitions, shall be nonflammable materials. Materials used
    in the interior of partitions shall be either nonflammable or semi-nonflammable materials specified in
    Subparagraph 11, Article 2 (of the Enforcement Ordinance of the Building Act)(hereinafter referred to as
    “Semi-Nonflammable Materials” in this Article).
4. Indoor decorations shall be made from nonflammable materials,• semi-nonflammable materials, or the materials
    specified in Paragraph 1, Article 12 of the 『Act on Fire Prevention and Installation, Maintenance, And Safety Control
    of Firefighting Systems』.
5. Finishing materials used in amenities, such as kiosks, information booths, telephone booths, shall be
    nonflammable materials. (full text revision on October 08, 2010)

Enforcement Ordinance of the Building Act
(effective from January 01, 2017)
[Presidential Decree no. 27751]

Article 2 (Definition)

Terms used in this Enforcement Ordinance shall be defined as below [amended on June 30, 2016]

9. “Flame retardant materials” refer to the materials not combusted easily by fire and conforming to the standards set
    forth by the Ministry of Land, Infrastructure and Transport
10. “Nonflammable materials” refer to the materials not combusted by fire and conforming to the standards set forth
       by the Ministry of Land, Infrastructure and Transport
11. “Semi-nonflammable materials” refer to the materials that have the properties equivalent to those of
       nonflammable materials and conforming to the standards set forth by the Ministry of Land, Infrastructure
       and Transport

Regulation on the Standards For
Evacuation & Fireproof Structure,
Etc. of Buildings
(Effective from April 08, 2016)
[Ordinance of the Ministry of Land, Infrastructure and Transport No. 238]

Article 6 (Nonflammable Materials)

The materials conforming to the 『standards set forth by the Ministry of Land, Infrastructure and Transport』, specified in Subparagraph 10, Paragraph 1, Article 2 of aforesaid Ordinance, refer to any of the followings. [amended on June 03, 2000; October 04,. 2004; July 22, 2005; June 29, 2006; Mach 14, 2008; March 23, 2013; May 22, 2014]

2. The materials showing the mass loss rate, etc., which meets such performance standards for nonflammable
    materials as notified by the Minister of Land, Infrastructure and Transport in the tests conducted in accordance
    with the Korea Industrial Standards pursuant to the Industrial Standardization Act
3. Other nonflammable materials similar to those referred to in the foregoing paragraph 1 above, which are approved
    by the Minister of Land, Infrastructure and Transport, except for the materials made up of the materials referred to
    the foregoing paragraph 1 above and the materials which are not nonflammable materials

Technical standard for railroad facilities
(Effective from September 07, 2016)
[MLIT(The Ministry of Land, Infrastructure and Transport) Notification No 2016-603]

Article 36 (Protection of Tunnel Structure)

To protect tunnel structures, the followings shall be taken into consideration when works are performed

1. The load-bearing capacity shall not be weakened in the event of fire. The materials that minimize smoke
    generation and ignition shall be used in the tunnel structures.
2. For tunnel lining, nonflammable materials, semi-nonflammable materials, or flame retardant materials shall
    be used.Materials with proven properties related to smoke generation shall be used.

3. As the tunnel collapse can be caused by additional load in the event of fire, the risks of collapse shall be considered
    in advance to prevent accident, injury and death.

Related Standard[MLIT(The Ministry of Land, Infrastructure and Transport) Notification No. 2015-744, Standard for flame retardant performance of finishing materials for architectural structures and fire propagation prevention structure"]

Grade Standard Judgment Criteria
nonflammable materials

KS F ISO 1182
(Method for testing the non-flammability of the building materials)

1. For 20 minutes after start of heating test: Maximum temperature in the heating furnace
    <final equilibrium temperature + 20K>
    (However, if equilibrium is not reached within 20 minutes, the average temperature during
    the final 1 minute is considered the final equilibrium temperature.)
2. Mass loss rate ≤ 30%

KS F 2271
(gas hazard test)

1. Mean incapacitation time of laboratory mice ≥ 9 minutes

Flame retardant materials

KS F ISO 5660-1
(Cone Calorimeter Method)

1. For 10 minutes after start of heat application: Total release of calories ≤ 8MJ/㎡, Maximum heat
    release rate (continuously for at least 10 seconds) ≤ 200kW/㎡
2. Any crack penetrating the test piece or any perforated or melted part(including complete melting
    and dissipation of heartwood in the case of composite materials) are not allowed.

KS F 2271
(Gas Hazard Test)

1. Mean incapacitation time of laboratory mice ≥ 9 minutes

Flame retardant materials

KS F ISO 5660-1
(Cone Calorimeter Method)

1. For 5 minutes after start of heat application: Total release of calories ≤ 8MJ/㎡, Maximum heat
    release rate (continuously for at least 10 seconds) ≤ 200kW/㎡
2. After heating 5 minutes, any crack penetrating the test piece or any perforated or melted
    part(including complete melting and dissipation of heartwood in the case of composite materials)
    are not allowed.

KS F 2271
(Gas Hazard Test)

1. Mean incapacitation time of laboratory mice ≥ 9 minutes

2. Overview of the Method

This method drastically applies the concrete structure repair reinforcement technique(Patent no. 10-1395192), using the non-flammable FRP panel(commonly called “NCP Panel”), drastically improving the non-flammability and fire resistance performance which could not be adequately achieved by conventional reinforcement materials. The NCP panel, made with the resin containing eco-friendly inorganic fire retardant agent which does not generate harmful combustion gas during fire, is fixed to the surface of structure by using the specially designed multi-purpose hollow anchor, and then is integrated with the pressure-injected flame retardant adhesive resin. It is an innovative repair reinforcement method can strengthen fire resistance reinforcement against fire, as well as repair reinforcement of structures.

Sequence of injection reinforcement & and detail drawing

    • Pretreatment of substrate

    • 화살표이미지
    • Water jet cleaning

    • 화살표이미지
    • Installation of NCP panel and multi-purpose hallow anchor

    • 화살표이미지
    • Fixing anchor installation and RFS-02 sealing

    • 화살표이미지
    • RFI-01 injection and filling

    • 화살표이미지
    • Finish painting(if necessary) and completion

  • 주입보강 상세도

Photo of process

3. Characteristics of the Method & Properties of Materials

Characteristics of the Method

① Nonflammable(semi-nonflammable) reinforcement material that complements the shortcomings of conventional reinforcement materials vulnerable to fire.
② Nonflammable(semi-nonflammable) material, not generating toxic gas during the fire
③ Excellent performance with high tensile strength(400MPa or higher)
④ Suitable for structural and fire resistance reinforcement of major multi-use facilities, particularly, such as subway, airport, railroad, road tunnel,
     underground shopping complex, etc.
⑤ The material which is free from corrosion and nonconductive
⑥ Excellent chemical resistance, neutralization resistance, freeze-thawing
⑦ Lightweight reinforcement material with little increase in self-weight, easy to process and design, and excellent cost-effectiveness

Real-scale fire test

The nonflammable FRP reinforcement panel was not combusted during the fire, unlike ordinary reinforcement materials, in a real-scale fire test conducted by the Korea Institute of Civil Engineering and Building Technology. Furthermore, no combustion gas was generated and no crack, perforation, melting, etc., occurred on the surface of the reinforcement material.

Real-scale load test

The load test conducted by the Korea Institute of Civil Engineering and Building Technology for comparison between non-reinforced large-scale beam and NCP panel-reinforced real-scale beam

Table comparing the load test of non-reinforced large-scale beam and NCP panel-reinforced real-scale beam

Type Maximum loading load Yield load Deformation amount Remark
Non-reinforced large-scale beam 70Ton 61Ton 100.7mm Cracks with a size of approximately 3mm each occurred
NCP panel-reinforced real-scale beam 70Ton No yield 29.6mm Restoration to original form by elasticity

Properties of materials

[Size of NCP Panel & Properties of Material]

Item Name With(mm) of reinforcement material Thickness(mm) of reinforcement material References Value
NCP panel(for injection) 600 5.0 Tensile strength : 400MPa or higher
Modulus of elasticity: 25.0GPa or higher
NCP panel(for compression) 100 5.0

Multi-purpose hallow anchor

Multi-purpose hallow anchor is used to prevent premature exfoliation of NCP panel installed on concrete structures intended to be reinforced, and to enable synchronized movement of the NCP panel and the structure intended for reinforcement. Moreover, multi-purpose hallow anchor is used for injection of injecting agent and can function as air outlet and inspection hole, and is made from STS to prevent corrosion after installation.

Flame retardant injecting agent

RFI-01 is a low viscosity and high adhesion flame retardant injecting agent and used for injection & filling that makes the fixing anchor, NCP panel, and concrete structure(intended for reinforcement) adhered and integrated into single unit when the NCP Method is applied.

[Material properties of flame retardant injecting agent(RFI-01)]

Test item References Value Method for test
Tensile strength (MPa) 30.0 or higher KS F 4923:2005
Compressive strength (MPa) 70.0 or higher
Flexural strength (MPa) 40.0 or higher
Tensile shear adhesion strength (MPa) 10.0 or higher KS M 3734:2001

4. Properties of Materials

Nonflammable structure reinforcement for underground structures such as subway, railroad tunnel, road tunnel, etc.

  • 지하철, 철도터널 등

    Subway, railroad tunnel, etc.

  • 도로터널(자하보차도)

    Road tunnel(underground pedestrian road)

Nonflammable structural reinforcement for the power cable tunnels, public utility conduits, substations, lower part of bridge, etc. which are at high risks of fire

  • 전력구, 공동구 등

    Power cable tunnel, public utility conduits, etc.

  • 교량(고가교) 하부

    Lower part of bridge(elevated bridge)

Used as finish material(nonflammable finish material) for structural reinforcement and remodeling of ordinary architectural structures and multi-use facilities

  • 일반건축물

    Ordinary architectural structures

  • 다중이용시설

    Multi-use facilities

5. Review Based on Comparison with Existing Technologies

Type NCP Method Flame retardant FRP Method Fiber panel reinforcement method Steel sheet reinforcement method
Title of Method Method for repair reinforcement of concrete structures, using the NCP panel and multi-purpose hallow anchor The method for reinforcement of structures, using the glass fiber panel manufactured by laminating the glass fiber and impregnating it with epoxy resin Method for repair reinforcement of concrete structure, using the panel manufactured by impregnating the structural reinforcement fiber in resin Method for reinforcement of structure by attaching the steel sheet to the reinforced surface with the anchor and injecting the epoxy resin
Overview of Method Method for repair reinforcement of concrete structure, which involves injection of the flame retardant adhesive resin between concrete and reinforcement material after installation of the NCP panel on the treated surface of concrete, using the multi-purpose hallow anchor and fixing anchor Method for repair reinforcement of structure, involving the surface treatment, subsequent attachment of glass fiber panel, and pressure-injection or compression for epoxy adhesive application Method for structure repair reinforcement, which involves surface treatment, subsequent fixing of fiber reinforcement panel with anchor, and pressure-injection of epoxy adhesive Method for structural reinforcement that increases concrete binding effect and improves load bearing capacity and ductility capacity by attaching the steel sheet to the surface of concrete with anchor and injecting epoxy resin between concrete parent material and steel sheet to strengthen the structural performance of reinforced concrete structures
Sequence of Works · Surface treatment/water
   jet cleaning
· NCP panel installation
· Injection of adhesive
· Curing and finishing
· Surface treatment/water
   jet cleaning
· Installation of glass fiber panel
· Injection of adhesive
· Curing and finishing
· Surface treatment/water
   jet cleaning
· Installation of fiber
   reinforcement panel
· Injection of adhesive
· Curing and finishing
· Surface treatment/water
   jet cleaning
· Steel sheet installation
   and welding
· Injection of adhesive
· Curing and finishing
Advantages · It is a semi-nonflammable
   and non-conductive material
   complementing the
   shortcomings of existing
   reinforcement materials.
· Automated facility
   production, guaranteeing
   the tensile force
   (400 MPa or higher)
· The reinforcement material,
   a lightweight type, shows
   almost no increase in
   self-road after installation.
· It increases the ease of
   processing and design, and
   provides excellent
   cost-effectiveness.
· No corrosion occurs. It has
   excellent chemical resistance,
   neutralization, resistivity,
   and freezing-thawing
   resistance.
· The use of multi-purpose
   hollow anchor may help
   simplify the processes.
· Flame retardant and
   nonconductive material
· Excellent chemical resistance
· A lightweight reinforcement
   material, showing almost no
   increase in self-weight
   after installation
· Bent or circular member can
   be used for installation
· A lightweight reinforcement
   material, showing almost no
   increase in self-weight
   after installation
· Relatively high tensile force
   and shear force
· Ordinary steel sheet is used,
   facilitating the supply of
   materials
Disadvantages · When injecting, pressure
   control is required.
· When injecting, pressure
   control is required.
· There is a concern about
   bloating.
· Vulnerable to fire
· If several sheets are stacked
   together to increase the load
   bearing capacity for
   installation, the modulus
   of elasticity will increase,
   making the brittle fracture
   very likely.
· Weak adhesion performance
· As the material is
   impregnated at the site,
   irregular installation quality
· As the material is a
   conductive type, the
   application is limited.
· Corrosion in steel sheet
· Excessive weight, increasing
   the fixed load and
   complicating the work
   performance
· Installation on curved surface
   is impracticable
· As the length of steel sheet is
   limited, the joint needs to be
   welded.
· Welding defect can degrade
   quality and increase the
   risk of fire.

Certificate of Patent

6. Outlook for Application of NCP Method

As there is a mounting concern about fire worldwide, large-scale fire in closed space, such as domestic fire incidents including the Cheonju Uam Shopping District fire(1993), Busan Refrigerated Warehouse fire(1998), Daegu Subway Fire(2003), Daegu Dalseong Tunnel fire(2005), and overseas fire incidents, including the Mont Blanc Tunnel fire(1990) in France, Green Belt Tunnel Fire in Denmark(1994), fire in Channel linking between England and France under the Strait of Dover(1996), Gotthard Tunnel fire(2001), and Windsor Tower fire in Spain(2005), has weakened the strength of structures, causing significant problems such as prolonged disconnection of transportation networks, the social infrastructures, as well as collapse of structures and human casualties. Such concern has become increasingly tangible amid the trend towards longer tunnels. The Daegu Subway Fire on February 18, 2004, was caused by the fire set on rail car no. 1079, a large-scale disaster that completely burned 12 rail cars down and causing 198 deaths(estimate). Among good examples are included the fire at Onsu Station of Seoul Metro Line in 2005 and the fire in the new box tunnel structure during the construction of Incheon Airport Railroad. So, R&D(Research and Development) have been constantly pushed forward to develop railroad tunnel fire prevention technology necessary to minimize casualties and property damage in the event of fire. Railroad tunnels, stretching roughly 1,440km, are expected to be constructed across Korea for the next 20 years, including the X-shaped high speed railroad networks such as Honam High Speed Railway, GTX(Great Train eXpress), and new railroads built under the metropolitan transportation network plan of the Ministry of Land, Transport and Maritime Affairs in 2000s, as well as the vast railway tracks of existing urban railroad in domestic municipalities. The demand for long railroad tunnels with a length of 1km or longer is expected to surge to keep pace with the trend for high speed railway.

In that way, there has been a heightened anxiety of the public about disasters, such as fire, and an increasing demand for safety. Accommodating such demand of the society, government has taken actions to strengthen the regulations related to construction and fire prevention, which mandate the use of nonflammable materials, including the Railroad Safety Act, Building Act, Urban Railroad Act, Fire Service Act, and Multi-Use Facility Act.

The NCP Method represents the technology that can satisfy such social demand. If applied to major multi-use facilities such as subway, road, railroad tunnel, architectural structures, the NCP Method can prevent fire-induced damage and collapse and preclude secondary disaster, helping save time taken to complete restoration of structures and minimize financial loss arising from restoration process. In addition, the NCP method is expected to find wider applications even to the seismic reinforcement that leverages the physical performance, such as excellent tensile strength, and fire protection performance.