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Corporate Profile Corporate Profile HF132_IIS(E)[001].indd 1 13/06/25 19:26 “Contributing to the development of society through technology” “Human Resources is the only and the largest asset of the company” Introduction Under the IHI Group management principles, “Contributing to the development of society through technology” and “Human resources is the only and the largest asset of the company.”, IHI Infrastructure Systems Co., Ltd. has mobilized excellent human resources and high technological capabilities, reinforced by abundant experience, and pushed forward with the aim of providing social capital which accommodates social needs and is safe, reliable and of high quality. As well as newly constructing and renovating domestic bridges and floodgates in response to facility obsolescence and the need to maintain social capital through inspection, diagnosis, significant modification and so on of these facilities, the need for which is set to intensify, we will join our affiliate, IHI Construction Service Co., Ltd., to redouble our efforts and fulfill the roles. As well as steel structures, we will also focus on providing products to achieve safe, secured and comfortable lives such as seismic isolation/vibration damping systems and so on for buildings. Furthermore, overseas, we would like to disseminate our design/production/construction technologies developed through the domestic bridge/gate business with wide global penetration, to boost the development of a global society. IHI Infrastructure Systems Co., Ltd., including its boards and employees, shall, in solidarity, ensure compliance and help develop local communities as a member of society in striving for safety and health, environmental management activities and so on. Tatara Bridge Akira INOUE President 2 3 Company profile / Organization / History Sakai Works ■ Company profile ■ Organization Facing the Sakai Senboku port in the Sakai coastal industrial area, the Sakai Works 2 Board of Directors Internal Control Audit Name: IHI Infrastructure Systems Co., Ltd. Dept. occupies its lot area of approximately 174,745 m . This location is suitable for Head office: 3-banchi, Ohama-nishimachi, Sakai-ku, Sakai city, Safety Dept. fabrication, trial assembly and shipping of large-scale structures. Osaka 590-0977 Japan President Quality Assurance Dept. Sakai works consists of 8 major shops with several equipments, such as large Administration, Human TEL: +81-72-223-0981 FAX: +81-72-223-0967 Resources & CSR Dept. Corporate Planning horizontal boring machine, NC machines including an NC primer remover, NC Capital: 4,903.82 million yen Dept. Finance & Accounting marking and plasma cutting machine, NC laser combination boring machine and NC Representative: President Akira INOUE Dept. Procurement Dept. gantry drilling machine, an automatic panel production line for box-girders, and a Employees: 909 (as of April 2015) Overseas Project Div. steel girder production line to build large blocks up to 120 tons indoors. With two Year of establishment: November 1, 2009 Corporate Auditors Sales Administration 100-ton gantry cranes in a wharf yard located along the shore, 51m wide and 225m Business activities: The design, fabrication, construction, assessment, Sales Headquarter Dept. Bridge Project Planning repair and maintenance of bridges, gates and Dept. long, the plant can erect blocks of up to 7,000 tons and ship them directly from the various other steel structures. The fabrication, Domestic Sales Dept. yard. sales and installation of disaster prevention Tokyo Sales Dept. Using these efficient production facilities and plenty of skilled manpower, we provide equipments. Steel Structures Dept. Bridge Engineering Dept. Overseas Sales Dept. high-quality products. Urban Expressway Dept. Sales Offices Gate & Penstock Design Dept. Research & ■ History Development Dept. 1900 1960 2007 Engineering Dept. 1853 1945 Construction Dept. Ishikawajima Shipyard is Ishikawajima Shipyard is renamed to established. Ishikawajima Heavy Industries Co., Ltd. Production Management Sakai Works Dept. 1907 1960 2007 Harima Dock Ishikawajima Heavy 1964 1968 The company name is 2010 Production Dept. Co., Ltd. is established. Industries Co., Ltd. 1967 changed to "IHI Corporation". 2009 1929 Quality Control Dept. Harima Dock Co., Ltd. is renamed to 2009.11.1 Harima Shipbuilding & Engineering Co., Ltd. IHI Infrastructure System Chiba Production Dept. 1941 2010.1.1 2010.3.31 Nagoya Shipbuilding Co., Ltd. is established. Co., Ltd. is established. Aichi Production Dept. 1925 1909 1986 1939 Water Gate Department KurimotoTechnos Co., Ltd. Yokohama Production Shibaura United Engineering Matsuo Bridge Co., Ltd. Dept. Co., Ltd. is established. of KURIMOTO Ltd. Sound Absorbing Panel Division 2007 1954 Kure Shipbuilding & Engineering KURIMOTO BRIDGE, Ltd. Co., Ltd. is established. (Head office / Sakai Works on March 2013) 4 5 Erection Introduction of our cutting-edge technologies in erection Erection of cables of suspension bridge Overhanging erections for cable stayed bridges Cable erection method Batch setting of large blocks using a heavy -duty carrier Air spinning (AS) construction method Balancing erection method Straight-line cable erection method Batch setting of large blocks using a heavy -duty carrier World's top class suspension bridge cable "Aerial "Floating balance toy" Making the erection of arches more efficient by using Making narrow areas passable by changing the motions erection technology" The usual method for the construction of cable stayed bridges is to erect preload of large carriers on both sides The cable erection of a suspension bridge has two methods - namely, the the girders in the side span at first, and then to erect the center span by the The cable erection method is extremely challenging and labor-intensive, and This method is adopted in many projects for erecting girders on express way or major Air Spinning (AS) method and the Pre-fabricated Parallel Wire Strand (PPWS) cantilever erection method. However, this method requires an underwater typically adopted in constructing arches. Here, the bridge body is suspended roads, located with constrained conditions such as a lack of work space for setting method. bent for the erection of the side span, and this can have a substantial effect by hanger cables from a main cable fixed between pylons, meaning the up, insufficient capabilities of large cranes, or limited time for erection (e.g. one-night The Air Spinning Method is a method to erect cables, by spinning small 5 on the environment. deflection may constantly changes according to each step of erection, and erection.) mm dimension wires one by one. We use the low tension control method, We provide a solution to this problem by the "Balancing Erection Method", requiring the length of the hanger cables to be frequently adjusted. Erection work in such cases requires special techniques to transport girders to the correct in order to ensure quality and workability. Unlike other manufacturers, we where the main girder is erected from a tower, to both sides of the axis In traditional cases, the left and right sides of the bridge body shall be erection position, avoiding obstacles that may exist on the left, right, top or bottom. have experience in the erection of overseas suspension bridges using the direction, by using a "Diagonal Bent". This method does not require an constructed alternately; but by changing the erection sequence to complete Normally, heavy -duty carrier on both sides are connected by steel bars to fix their interval. AS method. Through long experience, we have developed and established underwater bent. Although this may look like some kind of balancing toy, and one side first, improved method can shorten the moving distance of the Now, by using a developed sequence to control each vehicle positions, the vehicle know-how on the AS method, including quality control, high-speed erection, you may think it is unstable, actually good stability is secured by applying our workers and minimize the adjustment work of hanger cables by preload. motions can be changed by keeping fixed distance between each carriers. adaptation to longer span bridges, and improved AS erection machineries advanced position control technologies. This erection method is stable even Consequently, the relative position of the carriers can be independently adjusted for pitch which enable 24 hours seamless operation. during an earthquake or typhoon. and roll, which has expanded the feasible scope of erection work in the case that the width of the transport pathways are constrained. Lifting long girders with a single barge Fast launching erection over heavy traffic Efficient concrete placing for RCD dams Redevelopment of operational dams Top level of dam Water level of selective water outlet Water level during construction Water level of new inlet pipe Flow direction Erection of large blocks using floating cranes Fast launching erection over heavy traffic Pull-in method Cofferdam method Fitting warped girders Faster and safer erection above heavy traffic Minimizing the suspension period of concrete placing Cofferdam gate enabling dry construction in deep water The floating crane method is a major large-block erection method. When a The launching method means erecting bridge girders fabricated beside IThe pull-in method means that no block shall be suspended at the stage In line with changing environmental and social circumstances, the large block, if long or deformed, is lifted, the girder will cause substantial the point of erection by launching.
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