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Energy architecture for construction & materials (cement, concrete, glass)

Cement, concrete and glass plants run continuously, with high process heat and electricity demand and large roof and open areas. Those areas and that continuous base load make them strong candidates for PV plus storage — provided the sizing is right.

The typical load profile

Continuous, high base load from mills, kilns and furnaces in permanent operation, with little variation over the day. High, constant self-consumption is ideal for PV — every kilowatt-hour generated is used on the spot.

The architecture question

How large can PV on roofs and open land become before the grid connection or the feed-in regime binds? Does storage pay off for shifting into the night, or for balancing services? What role does curtailment during grid congestion play?

What EXAIOS computes

EXAIOS couples PV sizing, storage, grid connection and market participation and finds the architecture with the lowest lifecycle energy cost — including the feed-in cap, atypical grid usage and redispatch risk.

The result

IRR, NPV, DSCR and p10 per site, with an honest NO-GO. You compute your real site in minutes through the free indication.

Example result — your case, computed live

EXAIOS returns the decisive figures for every site:

IRRNPVDSCRp10

We publish no invented numbers. Compute your real site in minutes — the first indication is free.

Start a free indication

Frequently asked questions

Is high continuous consumption an advantage for PV?

Yes — high, constant self-consumption means PV electricity is used directly, without depending on feed-in tariffs. That improves the economics markedly.

Does the grid connection bind the PV size?

Frequently. EXAIOS checks which cap (connection, transformer, feed-in regime) actually limits, and sizes PV and storage accordingly.

How does redispatch curtailment enter the calculation?

As a return risk: EXAIOS prices in the expected curtailment so that the return does not rest on kilowatt-hours that can never be fed in.