Facility Maintenance Division of Kukje Chemical & Construction Co., Ltd.
Non-Combustible Reinforced Panel Method
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.
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
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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 |
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 |
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 |
Grade | Standard | Judgment Criteria |
---|---|---|
nonflammable materials |
KS F ISO 1182
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1. For 20 minutes after start of heating test: Maximum temperature in the heating furnace |
KS F 2271
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1. Mean incapacitation time of laboratory mice ≥ 9 minutes |
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Flame retardant materials |
KS F ISO 5660-1
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1. For 10 minutes after start of heat application: Total release of calories ≤ 8MJ/㎡, Maximum heat |
KS F 2271
|
1. Mean incapacitation time of laboratory mice ≥ 9 minutes |
|
Flame retardant materials |
KS F ISO 5660-1
|
1. For 5 minutes after start of heat application: Total release of calories ≤ 8MJ/㎡, Maximum heat |
KS F 2271
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1. Mean incapacitation time of laboratory mice ≥ 9 minutes |
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.
Pretreatment of substrate
Water jet cleaning
Installation of NCP panel and multi-purpose hallow anchor
Fixing anchor installation and RFS-02 sealing
RFI-01 injection and filling
Finish painting(if necessary) and completion
1. Surface treatment
2. NCP panel installation
3. Fixing anchor and multi-purpose hollow anchor installation
4. Sealing
5. Injection of flame retardant injecting agent
6. Finish painting
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
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.
Nonflammable RFP reinforcement material and ordinary fabric reinforcement material were installed and tested under same conditions.
Ordinary fabric reinforcement material was combusted, causing flame and harmful combustion gas.
Ordinary fabric reinforcement material was combusted continuously while generating the flame.
Ordinary fabric reinforcement material continued to be combusted for considerable time even after completion of 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
The visual inspection after the experiment revealed cracks measuring approximately 3mm in width each in the front part and bent part of real-scale beam.
The results of inspection after experiment showed that no damage was caused to the NCP panel-reinforced part and that no flame retardant adhesive was raised.
Type | Maximum loading load | Yield load | Deformation amount | Remark |
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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 |
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 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.
Multi-purpose hallow anchor
Schematic diagram for injection of injecting agents
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.
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 |
Subway, railroad tunnel, etc.
Road tunnel(underground pedestrian road)
Power cable tunnel, public utility conduits, etc.
Lower part of bridge(elevated bridge)
Ordinary architectural structures
Multi-use facilities
Type | NCP Method | Flame retardant FRP Method | Fiber panel reinforcement method | Steel sheet reinforcement method |
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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. |
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.