29.11.2018  KURSK NPP INFORMATION AND PUBLIC RELATIONS ADMINISTRATION

At Kursk NPP-2 the concreting of the bed plate of the unit pump station of the power unit No 1 was started ahead of schedule

At the construction site of Kursk NPP-2* the works on concreting of the bed plate of the unit pump station (UPS) – the first facility of the main water coolant system of the power unit No 1 with the innovative VVER-TOI** reactor - was started ahead of schedule five days ago. The UPS purpose is to provide the circulation of the water coolant through the turbine condensers with the supply of heated water to the cooling tower.

In the first section the specialists of Kursk branch of SMU No 1 JSC – a subsidiary enterprise of the Engineering Company ASE EC JSC - poured 300 cubic metres of concrete. At the present time, the concrete gains strength.

“The concreting in the sub-zero temperatures has its special aspects, but it’s not difficult. The electric heating of the poured concrete is used, and antifreezing agents are added in the concrete composition; the ‘thermos’ method is applied – the covering of the concreted section”, the chief engineer of SMU No 1 JSC Aleksey Zhalskikh told about the technology of the works. “Besides, the concrete is exothermic, that means that during the process of gaining strength it generates heat, so our task is only to save this heat.”

At the same time the specialists prepare the second section for the concreting, where 2.6 thousand cubic metres will be poured till the mid-December. In total, it’s planned to pour 3 thousand cubic metres of mixture in the UPS bed plate till the end of the year.

“About 80 people are involved in the works – 45 people work in day shift, and 35 people work at night”, the Head of Section of SMU No 1 JSC Vitaliy Borodin explained. “The personnel are experienced, previously these specialists worked at Novovoronezh and Rostov power units’ construction.”

The size of the unit pump station is 48x30 m, the height of the building is 19 m. This is the most sunken building of all constructed at the area – minus 13 m. The UPS is situated between the turbine house and evaporating cooling tower. The underground part of the building is divided in the water intake part, turbine island, and the auxiliary equipment facility.

“The thickness of the bed plate of the unit pump station is three metres; this is even more than the foundation of the reactor building – 2.6 m. It is due to the fact that the building is technologically connected with two facilities – turbine building and the evaporative cooling tower”, the chief engineer of the KuNPP-2 construction management Nikolay Bobelev explained.

The specialists are to complete the UPS bed plate concreting till the end of April. In total 6 thousand cubic metres of concrete mixture will be poured.

Until the end of this year, another significant event will happen at the KuNPP-2 construction site – the start of the reinforcing of the bed plate of the reactor building of the power unit No 2. 

Currently, 22 out of 24 key tasks of 2018 have been completed at the KuNPP-2 site. The next key event in the current year will be the foundation plate reinforcement at the 2nd unit of KuNPP-2.

A first melt trap in history was installed at the Tianwan NPP, built according to the Russian design. In Russia, the traps are installed at power units of LNPP-2 and NVNPP-2.

The Generation III+ power units No 1 and No 2 of KuNPP-2 are the pilot power units that are being constructed by the VVER-TOI design (Water-Water Energy Reactor Universal Optimized Digital). This is the new design created by Russian designers (ASE Group of companies, the Engineering Division of Rosatom State Corporation) on the basis of the technological decisions of VVER-1200 design.

The power units of the Generation III+ possess the improved technical and economical characteristics. In comparison with power units of the previous generation (VVER-1000) the unit’s power has been increased by 25% up to 1,255 MW. The lifetime of the main equipment has been increased two times. At the expense of the high automation the personnel number has been reduced by 30-40%. In comparison with other power units of Generation III+ (power units No 1 and No 2 of Novovoronezh NPP (No 2 is under construction) and No 1 and No 2 of Leningrad NPP (No 1 is in the Low Power Testing stage, and No 2 is under construction)) the VVER-TOI design suggests the significant reduction of the construction value, terms and operating costs.

New power units of KuNPP meet the most advanced requirements of the IAEA in the area of safety. A number of the up-to-date safety systems is applied: melt trap of the active core and the system of the afterheat removal passive system that allows to cool the active core during power supply failure at the expense of the natural air circulation. In comparison with the already constructed power units of Generation III+ the VVER-TOI design has a number of the additional safety measures. Thus, the power unit is designed to stand the Magnitude 8-9 earthquake against Magnitude 7 earthquake in the VVER-1200 design.


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