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  3. ケー・エフ・シー
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ケー・エフ・シー

EstablishmentMarch 4, 1965
capital56529Ten thousand
number of employees300
addressOsaka/Kita-ku, Osaka-shi/3-2-17 Nishitenma
phone06-6363-4188
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last updated:Mar 11, 2025
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ケー・エフ・シー List of Products and Services

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Construction fastening materials Construction fastening materials
Tunnel excavation materials Tunnel excavation materials
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Our technology supports the development of domestic infrastructure.

Gain CF sheet method [Structural reinforcement and peeling prevention measures]

High-strength carbon fiber "Gaina CF Sheet" demonstrates significant reinforcement and repair effects on concrete structures without applying any load.

The Gain CF Sheet Method is a technique that involves applying carbon fiber sheets treated with high adhesive penetration to concrete structures for the repair and reinforcement of tunnels. It has passed tests for "flammability, self-extinguishing properties, and the safety of emitted gases," making it suitable for use within tunnels. Additionally, the sheets are treated for high penetration and, when combined with a specialized adhesive, exhibit excellent adhesive performance. This helps to prevent the sheets from peeling during construction, ensuring safe installation. There are two types of sheets with different weaves: the "CR" type, primarily used for fall prevention, which incorporates carbon fibers woven in both vertical and horizontal directions, and the "UD" type, designed for reinforcement, which aligns carbon fibers in one direction. With the addition of the UD300, which has a weight of 300g/m², alongside the existing UD200 and CR200 (both with a weight of 200g/m²), the application range of the Gain CF Sheet Method has expanded.

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RBS Form Method [Backfill Hollow Filling]

Cavity injection system using high-expansion polyurethane injection material.

The RBS form construction method is a cavity injection technique using polyurethane-based injection materials developed for the purpose of filling tunnel voids and reinforcing existing tunnels by filling the cavities behind the lining concrete. The high filling capacity and permeability due to the unique foaming of polyurethane resin allow for the filling of voids. Additionally, it penetrates cracks in the lining concrete, providing a waterproofing effect as well.

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SR (Space Lock) - Method 2 [Backfill of the Lining Void]

Cavity backfill injection method using highly plastic grout with excellent limited injectability.

The SR method is a construction technique that involves injecting filling material into the voids behind the lining of existing tunnels and the backs of concrete structures, thereby integrating the ground and the structure. It excels in limited injectability that meets the required quality for the filling material in the back voids. 【Construction Procedure】 Air mortar is prepared by mixing a mortar made of a specified amount of cement, filling material, and water with foam generated by a foaming machine. This air mortar and the plasticizing agent "SRP-L" are each pumped and injected into the void while being mixed together at the injection point.

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AGF-Me (Metal eco) construction method

It is possible to separately collect steel pipes and injection materials during tunnel excavation! A construction method that allows for resource utilization as sorted industrial waste.

The "AGF-Me (Metal eco) method" is a patented method (Patent No. 3882118) for the non-widening long steel pipe advance construction. It features vertical slits in the end-reinforcing steel pipes of the cutting section during tunnel excavation with non-widening support, allowing for the separate recovery of the steel pipes and injected materials during excavation. This method eliminates unnecessary mixed industrial waste and enables resource utilization as sorted industrial waste. [Features] - Patent No. 3882118 obtained - Structure allows for the separate recovery of steel pipes and injected materials during excavation - Eliminates unnecessary mixed industrial waste and enables resource utilization as sorted industrial waste *For more details, please refer to the PDF document or feel free to contact us.

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Long Steel Pipe Cutting Edge Reinforcement System "Me Method / Me-fix"

Ecology & Ground Restraint Effect! New Long Steel Pipe Cutting Edge Reinforcement System

The "Me Method" is a small-diameter long steel pipe face reinforcement technique applied in weak ground conditions such as tunnel entrances and unconsolidated ground during mountain tunnel excavation. By enlarging the connection part, it enhances the strength of the threaded section, allowing the use of small-diameter thin-walled steel pipes (φ76.3×4.2mm), which improves economic efficiency and workability due to weight reduction. Additionally, "Me-fix" aims to improve the adhesion strength, which has been a weakness of previous steel pipe face reinforcements, ensuring reliable ground confinement. 【Features】 ■ Recycling of steel materials through separate collection ■ Thinning of steel pipes through enlarged connection parts (socket method) ■ Improved adhesion strength of long steel pipe face reinforcements *For more details, please refer to the PDF document or feel free to contact us.

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Long-length cutting edge reinforcement method for grooved steel pipes 'Me fix type R'

Use of small diameter thin-walled steel pipes is possible! High-adhesion type grooved steel pipe long-length cut wing reinforcement method.

The "Me fix type R" is a long steel pipe reinforcement method that aims to improve the adhesion strength, which has been a weakness of previous steel pipe cut-off reinforcements, and ensures reliable ground confinement force. The "type R (RASEN concept)" features a helical grooved steel pipe that possesses adhesion strength equivalent to that of conventional grooved GFRP pipes. When using smooth general steel pipes, the number required may increase due to insufficient adhesion strength, but this method can reduce the number of pipes used, providing economic advantages. 【Features】 ■ Improvement of adhesion strength and assurance of propulsion performance ■ Strengthening of threaded sections and thinning of steel pipes through diameter-reducing connections ■ Recycling of steel materials through separate collection ■ Use of small-diameter thin-walled steel pipes (φ76.3×4.0, 4.2mm) is possible ■ Improved economy and workability due to weight reduction *For more details, please refer to the PDF document or feel free to contact us.

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Construction method "Hybrid Fore-Piling"

Enhance blade stability with a combined pattern of "long-length fore piling" and "long-length mirror reinforcement work."

"Hybrid Fore-Piling" is a construction method that is expected to have a higher effect in suppressing the plasticization of surrounding ground. By placing small-diameter steel pipes from the upper part of the mirror section towards the top, it is possible to reinforce not only the "top section" that is reinforced by conventional fore-piling but also the "upper ground of the mirror surface," which has a high risk of collapse. [Features] - By increasing the overlap section, it can reinforce the surrounding ground over a wide area, including the mirror section. - Compared to conventional fore-piling, it has a higher effect in suppressing the plasticization of the ground. - By using small-diameter steel pipes (φ76.3), it is more economical than before. *For more details, please refer to the PDF materials or feel free to contact us.

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ShieM-CS(TN) method [fall prevention measures + deterioration prevention measures construction]

Small pieces can simultaneously prevent concrete deterioration and can be completed in one day.

■NETIS Registered Registration Number: CG-140001-VR ■By applying the ShieM (Seam)-CS sheet, which is laminated with a high barrier film and a lattice-like fiber sheet, this method simultaneously addresses "spalling prevention" and "deterioration prevention" for concrete. *NETIS Registration Number: CG-140001-VR *Quality standards compliant with NEXCO Tunnel Construction Management Guidelines 【Features】 ■Wetless Due to its four-layer structure, starting with a high barrier film, it has a "wetless structure" that prevents adhesive from permeating the sheet body or surface, allowing for immediate application of the topcoat after sheet adhesion, thus shortening the process. ■Handling While maintaining adequate strength, the sheet has been minimized in thickness to improve workability, making it easy to handle even for unskilled workers, enhancing construction efficiency, and allowing for one-day construction in small-scale projects. ■Excellent Workability By minimizing the thickness of the sheet while maintaining adequate strength, it can be applied even in sections including corners and edges. *For more details, please refer to the PDF document or feel free to contact us.

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Bored piles and embedded piles "micro piles"

Improved adhesion performance with grout material! Pile material combining nodules and economical valves.

"Micro piles" are small-diameter cast-in-place piles or embedded piles with a diameter of approximately 100 to 300 mm. Steel pipes are pulled in while drilling into the ground to the required depth, and if necessary, steel reinforcement materials such as rebar are inserted, followed by the injection of grout material to form the pile. This product also features a reliable coupler-type threaded joint that guarantees the full strength of high-strength steel pipes, along with nodules that enhance adhesion performance with grout material and an economical non-return valve. [Features] ■ Manufactured using electric resistance welding, resulting in excellent dimensional accuracy. * Depending on design conditions, the application of general structural carbon steel pipes (STK) is also possible. ■ Equipped with an economical and high-performance non-return valve, ensuring reliable grouting. ■ A menu for efficient construction tailored to the geological conditions of the site can be selected. * For more details, please refer to the PDF materials or feel free to contact us.

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Simple Repair Method for Guardrail Posts "GPR Method"

No need for maintenance time! We have developed a method to repair supports through partial construction.

The "GPR method" is a groundbreaking repair technique that applies the technology of steel pipe expansion-type lock bolts to repair corroded parts of guardrail posts. It features simple work that does not require exploratory drilling and does not need special construction techniques. Additionally, the construction equipment is compact, and the work time per location is extremely high at just 10 to 20 minutes. [Features] ■ Adoption of highly corrosion-resistant plated materials ■ Simple construction that does not require special construction techniques ■ Instant repair from the inside of the post using expansion steel pipes ■ Speedy construction ■ No exploratory drilling required *For more details, please refer to the PDF materials or feel free to contact us.

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Reinforced steel plate bonding method for lining repair.

Patent construction method! Economically and accurately repair tunnel lining concrete with compact construction!

The "Steel Plate Adhesive Method for Lining Repair" is a technique that allows for the economical and precise repair of aging tunnel lining concrete. By connecting steel plates of a specified length on-site using splice plates, anchoring them along the inner surface of the lining, injecting, and maintaining the lining with the rigidity of the steel, the required repair effect can be achieved simply by adjusting the installation pitch P1 and P2 of the steel plates. This compact construction method can be applied regardless of the site and allows for work to be carried out while the tunnel remains in use. 【Features】 ■ Maintains lining with the rigidity of steel ■ Achieves the required repair effect simply by adjusting the installation pitch of the steel plates ■ Compact construction that is not site-specific ■ Can be executed while the tunnel remains in use ■ Manual construction is possible from transportation to execution, eliminating the need for construction machinery *For more details, please refer to the PDF document or feel free to contact us.

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Shear Reinforcement Method "RMA Method"

Construction technology certification acquisition method! No need for mortar mixing or installation of injection holes on site!

The "RMA method" is a shear reinforcement method that allows for reinforcement without encroaching on the inner cross-section of continuous walls. It employs capsules containing premixed mortar as a bonding agent. This method enables construction using impact techniques for long or thick reinforcing bars, making it a post-installed method. Since there is no need for mortar mixing or the installation of injection holes on-site, special management is unnecessary. Reinforcement is carried out only for the insufficient shear capacity, allowing for a transition from shear failure-dominant to bending failure-dominant. 【Features】 ■ Drilling can be done with a small diameter and only once ■ No mixing on-site, maintaining consistent quality ■ Simple product composition and construction method, reducing construction time ■ Minimal interference with existing structural rebar, allowing for reduced re-drilling due to high stopping capability ■ A method that does not use large or special machinery, saving space *For more details, please refer to the PDF document or feel free to contact us.

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Gainamesh Method Type D [Falling Prevention Measures + Leakage Prevention Work (Water Guide Work)]

Not only does it install a special sheet with anchors to guide water, but it also simultaneously prevents the falling of concrete fragments.

■NETIS Registered Registration Number: KK-240031 The "Gainamesh Method Type D" is a construction method designed to prevent water leakage and spalling from concrete structures. This method aims to prevent dripping of water leakage and spalling of concrete fragments in concrete structures, ensuring the safety of users of the structure. The rigidity of the shape-retaining band allows for easy installation on the curved surfaces of tunnels. Installation is quick and simple, requiring only the driving of anchors. 【Features】 ■ Effectively prevents water leakage and spalling from concrete structures ■ Easy to install, allowing for quick construction ■ Weather-resistant and alkali-resistant ■ Excellent durability with stainless steel anchors ■ Easy to remove and install, facilitating maintenance *For more details, please refer to the PDF document or feel free to contact us.

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TX sheet method [Water leakage prevention work (drainage work) using polyethylene sheets]

Excellent drainage function and easy installation due to the rib effect on the back of the sheet.

The "TX Sheet Method" uses a rigid polyethylene sheet (TX Sheet) to cover areas of water leakage in the lining concrete, allowing for linear or surface drainage. Due to its thin thickness of 4mm, including ribs, it can be installed without affecting tunnel accessories. Additionally, the rib effect on the back of the sheet forms a drainage layer, providing excellent drainage functionality. Anchoring can be performed over non-anchored materials, ensuring excellent workability, and it can be applied across differences in elevation such as corners and edges depending on the shape of the tunnel. 【Features】 ■ Excellent drainage effect The rib effect on the back of the sheet forms a drainage layer, resulting in superior drainage functionality. ■ No aging deterioration The sheet is highly resistant to chemicals, unaffected by acids, alkalis, or organic solvents, and has good weather resistance with no aging changes. ■ Installation possible after inspection and repair Depending on the deformation of the tunnel, the TX Sheet Method can be applied after inspection and reinforcement. ■ Excellent workability and cost-effective Using Hawk and KB anchors allows for anchoring over the secured materials, making it a highly workable and economical method.

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Gainamesh method [fall prevention measures]

It has excellent durability, conforms to the curved surfaces of tunnels, and prevents the spalling of concrete fragments.

■NETIS Registered, Registration Number: KK-240048 ■High-strength aramid fibers reliably prevent the spalling of concrete pieces. This construction method aims to prevent the spalling of concrete pieces in concrete structures using GFRP shape retainers and high-strength aramid fiber mesh, ensuring the safety of users of the structures. *This meets the quality standards specified in the NEXCO Tunnel Construction Management Guidelines. 【Features】 The mesh part allows for visual inspection after construction. By using high-strength aramid, there is less alkali deterioration due to groundwater, and since it does not conduct electricity, it can also be applied in railway-related tunnels. Installation is quick and easy, as it only requires driving in strike anchors. Additionally, if any deformation is observed after construction, maintenance such as removing and reattaching the fixing screws can be easily performed. By using a locking K-nut with a friction ring (leaf spring), it provides a function to prevent detachment, enhancing safety. This locking K-nut meets NAS standards, which are specified as verification items during material approval by NEXCO.

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Gainah SH sheet board method (tunnel, concrete structure reinforcement)

Existing Tunnel Reinforcement Method Using "CFRP" Bonded Plates - Achieving Effective Tunnel Interior Reinforcement with High-Strength CFRP Using Carbon Fiber Sheets and Separators.

■NETIS Number: KT-230046 Technology Name: Fiber Sheet Adhesive Method for Tunnel and Bridge Repair and Reinforcement "Gaina SH Sheet Board Method" * Reinforcement with a single-layer laminated fiber sheet using high-density carbon fiber (compared to conventional multi-layer). * Compared to our carbon fiber sheet method of overlapping, this method is expected to shorten construction time and reduce costs. * Lighter than our steel plate adhesive method. No anchor work is required due to adhesive application. Fewer processes are needed compared to our continuous fiber sheet method. * High strength allows for strip placement. Unfinished areas between strips can be visualized, enabling visual confirmation of crack progression after reinforcement. * High-performance impregnation agents ensure reliable impregnation, allowing for high-quality construction. * No specialized skills are required for application and impregnation work, making it easy to secure construction personnel. * As a fiber sheet adhesive method, partial construction and partial adhesion are possible. It is flexible, allowing for easy application in corners.

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Hybrid seismic reinforcement method

It is a seismic resistance construction method that joins seismic braces using epoxy resin and anchors in two different ways.

Compared to conventional methods, the number of post-installed anchors can be reduced, and since roughening of the existing structure is unnecessary, noise, vibration, and dust can be minimized, allowing for construction while remaining in the building. By adjusting the number of post-installed anchors on the existing framework, reinforcement effects can be secured as needed. Due to the indirect connection with head-mounted studs, the lap length can be reliably secured, ensuring high quality. This method can also be used as a steel brace with openings.

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SR Injection Capsule

Inorganic injection-type anchor

- Adhesion strength: It can achieve a tensile force above the yield strength of the anchor bar with an effective length of 7 dα. - Curing performance: It cures in 24 hours due to the use of special cement. - Workability: Being in capsule form, simply immersing it in water ensures a constant water ratio, making the mixing process smooth. - Constructability: Due to its high viscosity, there is minimal sagging of the injected mortar during horizontal and upward construction. - Corrosion resistance: The entire surface of the anchor bar is covered with the anchor fixing material (mortar), providing excellent corrosion resistance. - Safety: As it primarily consists of cement mortar, it is non-combustible and does not contain harmful substances.

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Gainatunnel interior sheet [Registered in NETIS]

A tunnel interior sheet that can be applied simply by peeling off the release film and sticking it on with adhesive.

■NETIS Registration Number: KT-230095-A 【Features】 ■Strong Adhesive Power The adhesive layer is 300μm thick, allowing it to embed into concrete due to the anchoring effect. ■Visible Inspection of the Lining Surface The lining can be visually inspected through slits in the sheet, eliminating the need for equipment like microscopes. ■Easy Installation by Simply Peeling and Sticking No adhesive application process is required; just peel off the release film and stick it on. Repairs can be made with just the sheet and a cutter. ■Easy Cleaning with a High-Pressure Washer The interior has excellent cleaning recovery properties, allowing surface dirt to be removed with a standard household high-pressure washer. 【Value Provided by Gainatunnel Interior Sheet】 Unlike traditional interior construction, inspections for tile lifting, corrosion of fittings, and loosening of bolts are unnecessary.

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Rock bolt reinforcement method (existing tunnel reinforcement method)

This is a method for effectively and economically reinforcing the lining with rock bolts in gravelly mountainous areas where it is difficult to achieve anchoring stability.

The "Rock Bolt Reinforcement Method" is a reinforcement method for existing tunnels tailored to the geological conditions of the surrounding ground. - It involves inserting steel materials deeper based on the slip surface of the soil mass, securing the entire steel structure with grout, and passively generating tensile forces in the steel as the ground deforms, thereby suppressing ground deformation and the occurrence of slipping. - This method effectively and economically reinforces tunnel linings with rock bolts, particularly in sandy and gravelly ground where conventional rock bolt installation has struggled to achieve anchoring strength. **Features** - **Saber EX**: A high-pressure water expansion type rock bolt for reinforcement that does not require an anchoring agent. This allows for simultaneous anchoring during installation, reducing the cycle time per bolt and enabling immediate strength development. - The bolts are treated with a high corrosion-resistant coating, contributing to the longevity of the tunnel and ensuring reliable ground retention effects. - **IBO ZAM**: A self-drilling rock bolt that allows for simultaneous drilling and bolt insertion, shortening the cycle time per bolt. - It features R32 threads rolled along its entire length, making it very easy to handle on-site. It is effective not only as a self-drilling bolt but also as an injection bolt utilizing its hollow structure. *For more details, please refer to the PDF document or feel free to contact us.*

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RIMDO

RIMDO (NETIS registered) - A high-rigidity back drainage material for tunnels developed from TX sheets.

■High-rigidity drainage material for tunnel back surfaces born from TX sheets 【Features】 ● With sufficient compressive strength, it is expected to provide protection for the heads of rock bolts. ● The ribs processed throughout the sheet enhance water collection capability and create drainage spaces with the ribs, efficiently guiding inflow water. ● The triangular rib shape suppresses deformation due to concrete pouring pressure, allowing for expected water guidance capability even after concrete placement. ● It can be nailed with concrete nails (no need for a backing plate; it does not penetrate), and the ends have a double-sided wave shape, which is expected to provide a slip-resistant effect during installation. * Registered in the NETIS (New Technology Information System) of the Ministry of Land, Infrastructure, Transport and Tourism (KT-180093-A) * For more details, please refer to the PDF materials or feel free to contact us.

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"Hawk MGS Anchor" that can be installed without applying excessive impact to the base material.

Recommended for fixing manhole covers and iron frame! It enhances the prevention effect of accidents caused by "displacement" of the cover and "scattering" due to increased internal pressure during heavy rain.

To prevent excessive impact on the manhole's lower chamber during construction, damage and cracks are less likely to occur, and stable strength is ensured through the use of resin. - Because it is screw-in type, excessive impact does not occur on the manhole's lower chamber. - It ensures stable tensile strength by combining with resin fixation. - Being screw-in type, it is secured by friction, allowing for progression to the next step even before the resin hardens. - This product complies with the G4 standard of the Japan Sewage Works Association. *NETIS (New Technology Information System): Registration Number CB-240010-A*

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Haru-PV (Flexible Thin-Film Solar Cell with Adhesive Layer)

This is a construction project that involves directly attaching flexible solar panels to the roofs and walls of existing buildings and structures without the need for a new location.

Ultra-lightweight flexible PV + special processing of the adhesive layer = Haru-PV ◎ Features - Eliminates the need for frames, piles, and joining materials. - By eliminating the above materials, it reduces component CO₂ and transportation costs. - Lighter than conventional panels, with no risk of shattering. We propose solar power generation utilizing existing structures in a country with limited flat installation areas. *For inquiries about Haru-PV, please contact the Development Sales Department of K.F.C. Co., Ltd. ⇒ Development Sales Department: 03-6402-8273

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