In all references I saw so far it was claimed that this technology has no limits on the height of the buildings.
This statement is more or less true.
hazzey's answer has already done a good job of summarizing the actual limitations of building height - i.e., the factors that, in any real application, control the decision of how many storeys to build a building. However, there is still the question of how high a structure could be, assuming we were able to ignore all of these other factors.
If we make a simplifying (and very naive) assumption that the only limitation of the height of a structure is the compressive strength of the concrete itself, and also that the only load being carried by the concrete is the load resulting from the weight of the vertical monolithic concrete column above (there are no live loads, or load transfers; the building is essentially a massive block of reinforced concrete), the calculation is fairly straightforward.
- Unit weight of concrete: $$\gamma_c=150\frac{\text{lbf}}{\text{ft}^3}$$
- Compressive strength of concrete (high performance concrete): $$f'_c=20,000\frac{\text{lbf}}{{\text{in}}^2}$$
- Stress carried by concrete at the bottom: $$f=H_{c}\gamma_c$$
- Set $f=f'_c$ and solve for maximum height: $$H_{max}=\frac{f`_c}{\gamma_c}=\frac{20,000\text{psi}}{150\text{pcf}}=19,200\text{ft}$$
This is so high (3.64 mi, or 5.85 km) that the acceleration due to gravity would be noticeably different at the top of the structure; the unit weight of concrete at the top would be roughly be 99.82% of what it is at the bottom - that is, about 149.73 pcf.
Additionally, the incredible stress applied to the concrete would result in appreciable strains. One equation for the modulus of elasticity of high strength concrete (from ACI) is:
$E_c=40,000\sqrt{f'_c}+1\times 10^6 \text{psi}=6,657\text{ksi}=45.9\text{GPa}$
According to Hooke's Law, the maximum strain at the bottom of the structure would be around 0.3%:
$\varepsilon_{max}=\frac{f'_c}{E_c}=0.3\%$
To find the strain across the entire structure height, we simply integrate:
$$\int_{0}^{H_c}\frac{f(z)}{E_c}\text{d}z=28.8\text{ft}$$ where $f(z)=\gamma_cz\cdot g(z)$ (gravity, $g$ is a function of height $z$).
This means the reduced height of the structure after taking into account concrete strain would be around 19170 ft (3.63 mi, or 5.84 km).
According to this article from Contruction Week Online, at 92 storeys (423 m, or 1388 ft) Trump International Hotel and Tower is currently the world's tallest concrete building (by their definition), and it is the 9th tallest building in the world. This is around 7% of the height possible (as defined by the simplified analysis above). Although the simplified analysis ignores all sorts of practical considerations and includes no safety factors, it is at least somewhat instructive as to what might be possible using high performance reinforced concrete.