EP2504292A1

EP2504292A1 - Corrosion inhibition of reinforced concrete

Info

Publication number: EP2504292A1
Application number: EP10787580A
Authority: EP
Inventors: Rudolf Hartmut Fischer; Olaf Clemens Gerardus Adan; Jose Manuel Iloris Cormano; Maria Jose LOPÉZ TENDERO
Original assignee: Asociacion De Investigacion De Las Industrias De Las Construccion (aidico) Instituto Tecnologico de la Construccion; Nederlandse Organisatie voor Toegepast Natuurwetenschappelijk Onderzoek TNO
Current assignee: ASOCIACION DE INVESTIGACION DE LAS INDUSTRIAS DE L; Nederlandse Organisatie voor Toegepast Natuurwetenschappelijk Onderzoek TNO
Priority date: 2009-11-25
Filing date: 2010-11-25
Publication date: 2012-10-03
Also published as: EP2327670A1; WO2011065825A1

Abstract

The invention is directed to a corrosion inhibition system for reinforced concrete, to the use of an intercalated double layered hydroxide as corrosion inhibitor, to a process for inhibiting corrosion of reinforced concrete, and to the use of the corrosion inhibition system in reinforced concrete. In accordance with the invention, a corrosion inhibition system for concrete reinforced with a corrosion sensitive reinforcement is provided, which system comprises layered double hydroxide intercalated with a compound represented by the following formula (I): and/or protonated forms thereof, wherein Y is NH₂ or COO - R is an optionally substituted aromatic, aliphatic, or cycloaliphatic moiety having 5-18 carbon atoms.

Description

P89501PC00

Title: Corrosion inhibition of reinforced concrete

The invention is directed to a corrosion inhibition system for reinforced concrete, to the use of an intercalated double layered hydroxide as corrosion inhibitor, to a process for inhibiting corrosion of reinforced concrete, and to the use of the corrosion inhibition system in reinforced concrete.

Due to the high costs associated with corrosion problems in reinforced concrete structures, it is very important to develop preventive methods against corrosion processes. In the case of structures exposed to sea environments or in areas where defrost salts are used, the problem of corrosion is particularly present. The main source of corrosion in these cases is the diffusion of chloride ions through the porous concrete structure. In concrete, the high concentration of calcium hydroxide together with relatively low concentration alkaline elements confers high alkalinity, typically a pH value of between 12 and 13. Since the first hours of concrete curing period, the high alkalinity leads to the formation of a first surface layer on the reinforcement, which is strongly attached and it is formed by dense spinel-like structure with epitaxial orientation. On top of this layer, another external passivation layer is formed (typically ferric hydroxide in case of steel reinforcement). This layer protects the reinforcement from corrosion by blocking direct contact of corrosive compounds with the reinforcement material.

However, when reinforced concrete is exposed to an environment rich in chloride ions (for instance induced by sea salts, de-icing salts, etc.), the chloride ions slowly penetrate the concrete through the porous structure and accumulate. When a sufficiently high concentration of chloride ions is reached, the chloride ions can promote corrosion of the embedded reinforcement in the presence of oxygen and moisture at the reinforcement- concrete interface by damaging the passivation layer. For example, the use of de-icing salts on roadways is probably one of the primary causes of premature failure of reinforced concrete bridge decks, roadways, and parking garages. In order to avoid such corrosion, reinforced concrete may benefit from the use of epoxy-coated, hot dip galvanised or stainless steel

reinforcement material. Another, cheaper way of protecting reinforcement material is by coating the material with zinc phosphate. Zinc phosphate can slowly react with the corroding agent (e.g. alkali), thereby forming a stable hydroxyapatite layer. Further measures of corrosion protection include the use of penetrating sealants. These are applied some time after curing of the concrete. Sealants include paint, plastic foams, films and aluminium foil, felts or fabric mats sealed with tar, and layers of bentonite clay.

Nowadays, both corrosion inhibitors commonly employed (organic and inorganic ions) and barrier solutions (such as polymeric coating of the reinforcement) can protect the structure for a limited period of time. Most of the inhibitors used are soluble and/or are drained out by lixiviation. As regards the protective coating resins, even the most resistant ones - such as epoxy resins - have an accessible porosity and hence water uptake and are unable to resist highly alkaline environments for a long time.

Thus, although these protective measures have mitigated the corrosion of reinforced concrete to some extent, there remains a need for alternative ways of protection reinforced concrete from corrosion, particularly when the concrete is to be applied in an environment that is rich in chloride ions.

Moreover, it would be desirable to have a smart preventive system that is able to detect chloride ions and respond to them in order to eliminate the problem source before it starts (concept of corrosion immunisation).

In this respect, US-A-2007/0 022 916 describes a controlled release formulation for a cement-based composition, in which an admixture for the cement-based composition (such as a corrosion inhibitor) is intercalated in a layered inorganic material. According to this document de-intercalation or release of the admixture can be actively programmed through controlled chemistry involving, for example, type of layered inorganic material, charge density, concentration, and/or pH. No specific corrosion inhibitors are mentioned.

Furthermore, CN-A-1 948 207, JP-A-4 154 648, and JP-A-9 142 903 describe corrosion inhibition systems based on hydrotalcites that are directly incorporated in the mortar mix and/or concrete. These publications all refer to hydrotalcites intercalated with inorganic corrosion inhibitors. Such inorganic corrosion inhibitors are, however, very mobile and leach quickly. In addition, they are environmentally unfriendly and/or partly poisonous.

JP-A-10 231 157 mentions the use of amines and acids as two separate parts of an anti- corrosion system for inhibiting concrete. The amines and acids used as co-additives in combination with an inorganic ion exchange substance. The amines and acids are not intercalated in the inorganic ion exchange substance.

The invention is based on the insight that the use of specific corrosion inhibitors intercalated in a layered double hydroxide is particularly advantageous in view of their limited leaching, their ease of degradation when exposed to the environment and particularly in view of their efficiency as corrosion inhibitor.

Accordingly, in a first aspect the invention is directed to a corrosion inhibition system for concrete reinforced with a corrosion sensitive

reinforcement, comprising layered double hydroxide intercalated with a compound represented by the following formula (I):

Y-R-COO (I)

and/or protonated forms thereof, wherein

Y is NH₂ or COO ; and

R is an optionally substituted aromatic, aliphatic, or cycloaliphatic moiety having 5-18 carbon atoms.

The corrosion inhibition system of the invention is based on layered double hydroxide particles that are intercalated with organic anions capable of effectively protecting the reinforced concrete against corrosion. The intercalated layered double hydroxides can advantageously be applied directly as an aqueous emulsion, in the form of a spray, on the corrosion sensitive reinforcement material that is employed in the concrete, or alternatively be mixed in the concrete mortar. There is no need for using a paint or polymeric carrier. The intercalated layered double hydroxides are able to free the corrosion protective organic anions as a response to the increase of the chloride ion concentration in the aqueous media close to the reinforcing steel. An ion exchange reaction can take place within the bulk of the layered double hydroxide, thereby releasing the corrosion protective organic anions and capturing the chloride ions. Accordingly, the corrosion inhibition system of the invention is able to work as a smart storage of active corrosion protective agent. Advantageously, the corrosion inhibition system of the invention keeps the chloride ion concentration below the limit that is considered dangerous due to the damage induced on the passivated oxide layer of the steel, preferably during the concrete service life.

The invention is relates to the use of layered double hydroxides. These are typically capable of ion exchange. In general ion exchanger compounds comprise a host structure with one or more guest species that can be exchanged by other species of the surroundings. In the case of layered double hydroxides, the host is formed by hydroxide layers of divalent metallic cations that are partly substituted by trivalent cations, therefore having a net positive charge. Electrical neutrality is obtained by anions that are present between the layers, which are the guest or exchangeable species.

The host has open channels that can accommodate anions and solvent molecules. It can also incorporate cations in such channels in order to maintain electrical neutrality of the solid. The ion exchange is illustrated by the equation below. Initially, the system LDH-Inh has inhibitor anions (Inh) in the channels. In contact with an electrolyte that contains e.g. chloride anions, the exchange reaction is ruled by an equilibrium constant and an exchange isotherm, which can be measured: LOH-Inh + NaCl_(aq) → LDH-Cl + Nalnh^

Herein, LDH-ira/i is the synergistic corrosion active system consisting of chloride scavenger (the layered double hydroxide) and active corrosion protective agent (the corrosion inhibitor according to formula (I)), and LDH-Cl is the layered double hydroxide with chloride in the layered double hydroxide channels.

In an embodiment, the anionic counter ions that are originally present between the layers of the double layer hydroxide (and compensate for the net positive charge) are exchanged (substituted) for compounds of general formula (I). In another embodiment (which may optionally be combined with the previous embodiment), distinct double layer hydroxide particles are linked together via compounds of general formula (I) to form larger aggregate particles.

The layered double hydroxide is preferably identified by the general formula M² -_XM³⁺ _X {OH)₂ ((A"^" )_m )__*_■ y H₂0 ,

n m

wherein M²⁺ represents one or more divalent metal cations; ³⁺ represents one or more trivalent metal cations; |i°^")_m)^ is an interlayer n m

anion with valence n ; n is an integer in the range of 1-4; m is an integer in the range of 1-5000. In case m is two or more, the anion is a polyanion having multiple repeating units A^n~ . x is a value in the range of 0.1-0.5; and y is a is an integer in the range of 0-20. The anion may a polyanion, having multiple repeating units A^n~ .

In this formula ²⁺ is preferably Ni²⁺, Zn²⁺, Mn²⁺, Ca²⁺, Mg²⁺, Fe²⁺, or mixtures thereof. Especially preferred divalent metal cations are Mg²⁺, Ca²⁺, Fe²⁺, and Zn²⁺. M³⁺ is preferably Al³⁺, Ga³⁺, Fe³⁺, Cr³⁺, or mixtures thereof. Especially preferred trivalent metal cations are Al³⁺ and Fe³⁺. The value x is preferably in a range of 0.1-0.5, more preferably, x is in the range of 0.17-0.33. The molar ratio between M²⁺ and ³⁺ can be between 2 and 4, and is preferably about 2.

ft^°^"D— i^{s an} interlayer anion that compensates for excess

n m

positive charge induced by M^a+ substitution of M²⁺ . The isomorphic substitution of Mg²⁺ with Al³⁺ gives rise to positively charged layers, and electrical neutrality is given by the anions with relatively high mobility. The anions are allocated in non-ordered interlayer regions that have water molecules, which allow the ion exchange. ([A^n~ )_m )^ can be small or bulk

n m

organic or inorganic molecules or layered materials. The anion ([A^n~ )_m )^ has n m a direct influence on the basal spacing between the layers of the layered double hydroxide. For the ease of intercalation and ion exchange, it is preferred that ^"^"D— i^{s an} inorganic anion, more preferably selected from the group

n m

consisting of NO3 , CI^", CO3² , SO4^2", isopolyanions, heteropolyanions, carboxylates or mixtures thereof. It is preferred that n is an integer in the range of 1-4.

In a preferred embodiment, the layered double hydroxide is a hydrotalcite, more preferably a hydrotalcite having Mg(OH)2 brucite layers wherein part of the Mg²⁺ ions are substituted with Al³⁺ ions.

The layered double hydroxides are intercalated with compounds according to general formula (I). It is preferred that R in formula (I) is (CH2)n wherein n is an integer in the range of 5- 18, preferably 5- 12. Examples of such compounds include 4-aminobenzoate and 11-aminoundecanoate. Without wishing to be bound by theory, the inventors believe that the longer aliphatic chains result in somewhat lower water solubility, which in turn provides resistance against quick leaching.

In a preferred embodiment, Y in formula (I) is NH2. Layered double hydroxides that are intercalated with these compounds can be prepared using a co-precipitation method at controlled pH, and under inert atmosphere to avoid the contamination with carbonate ions. The thus prepared layered double hydroxides can be intercalated with compounds according to general formula (I) at a level ranging between 1.5 and 4.5 meq/g.

In a further aspect, the invention is directed to the use of an intercalated double hydroxide as defined herein as corrosion inhibitor for concrete reinforced with a corrosion sensitive reinforcement.

The inventors surprisingly found that the combination of layered double hydroxide intercalated with compounds of general formula (I) act synergistically to inhibit corrosion in reinforced concrete. More in particular, the release of the corrosion protective agent acts synergistically with the scavenging of the corrosion promoting chloride ions. The corrosion sensitive reinforcement is usually steel, typically in the form of steel plates, steel bars, steel fibres, steel rods, steel fabric, steel wire, welted steel wire netting, welted steel fabric, and/or mesh steel reinforcement.

In yet a further aspect, the invention is directed to a process for corrosion in concrete comprising corrosion sensitive reinforcement, said process comprising:

(i) applying the intercalated layered double hydroxide according to the invention onto a corrosion sensitive reinforcement and reinforcing a concrete mortar with said reinforcement; and/or

(ii) mixing the intercalated layered double hydroxide according to the invention with a concrete mortar and reinforcing said concrete mortar with reinforcement;

and

curing the reinforced concrete mortar.

The intercalated layered double hydroxide can be applied onto the corrosion sensitive reinforcement by spraying, coating, dipping, or the like. To this end, for instance, an aqueous emulsion of the intercalated layered double hydroxide can be prepared. Alternatively or additionally, the intercalated layered double hydroxide can be directly admixed with the concrete mortar components. Advantageously, the invention does not require a polymeric carrier, which in the prior art was essential for applying the corrosion inhibition system and protected prior art corrosion inhibitors from quick leaching.

When admixed with the concrete mortar, the intercalated layered double hydroxide can be applied in a concentration of 0.5-20 wt.% of intercalated layered double hydroxide based on dry weight of the concrete mortar, preferably 1-5 wt.%. Usually the concrete mortar has a water/cement ratio in the range of 0.2-0.7.

The invention may be applied to reinforced concrete in structures exposed to seawater, or in structures exposed to de-icing salts. Such use is particularly advantageous, because in such structures the reinforced concrete is usually exposed to exceptionally high chloride ion concentrations. The invention provides a smart and solution in reducing or preventing corrosion of the corrosion sensitive reinforcement under such conditions.

The invention will now be further illustrated by means of the following Examples which are not intended to limit the invention in any way.

Examples

Release of the corrosion inhibitor by means of ion exchange with chloride anions was confirmed by the inventors using volumetric titrations, X-ray diffraction techniques (diffractograms showing characteristic signals of hydrotalcites with chloride), infrared spectroscopy, and X-ray microanalysis by scanning electron microscopy.

Electrochemical measurements were carried out by the Open Circuit Potential (OCP) according to the ASTM C 876 standard test method for half-cell potentials, measuring the OCP versus a saturated calomel electrode. According to this norm, potentials more positive than -120 mV indicate that corrosion process will not occur in the reinforcement bars with a probability higher than 90 %. A potential between -120 mV and -270 mV means that the corrosion probability is uncertain; while a potential more negative than -270 mV corresponds to a corrosion process probability higher than 90 %.

The following layered double hydroxides were prepared by a controlled pH co-precipitation method of metal salts at moderate temperature. Sample A: Ca2Al(OH)6[NH₂(CH₂)ioCOO] · 2 H₂0

10.60 g of Ca(N0₃)2 and 8.42 g A1(N0₃)3 were dissolved in decarbonated water. This solution was added drop wise into a 0.1 M solution of NH2(CH2)ioCOOH (9.03 g) under vigorous stirring. During the synthesis the temperature was maintained at 70 °C and pH at 11.50 ± 0.2 adjusted by simultaneous drop wise addition of 2 M NaOH solution. The addition of both solutions took about 1 h. The resulting suspension was then maintained at 70 °C, 1.5 hours, and then 18 hours with stirring without temperature. The product was filtered off, washed two times with decarbonated and distilled water and finally with ethanol. The filtration cake material was then dried 12 hours at 100 °C.

Sample B: Zn2Al(OH)₆[NH₂(C6H4)COOJ · 2 H2O

13.74 g of Zn(N0₃)2 and 8.67 g of A1(N0₃)3 were dissolved in decarbonated water. This solution was added drop wise into a 0.1 M solution of ΝΗ2(ΟβΗ4)ΟΟΟΗ (6.34 g) under vigorous stirring. During the synthesis the temperature was maintained at 60 °C and pH at 10.00 ± 0.2 adjusted by simultaneous drop wise addition of 2 M NaOH solution. The addition of both solutions took about 1 h. The resulting suspension was then maintained at 70 °C, 1.5 hours, and then 18 hours with stirring without temperature. The product was filtered off, washed two times with decarbonated and distilled water and finally with ethanol. The filtration cake material was then dried 12 hours at 100 °C.

Sample C: Ca2Fe(OH)6[OOC(CH₂)₈COOJo.5 · 2 H₂0

12.62 g of Ca(N0₃)2 and 10.80 g of Fe(N0₃)3 were dissolved in decarbonated water. This solution was added drop wise into a 0.1 M solution of HOOC(CH2)8COOH (10.81 g) under vigorous stirring. During the synthesis the temperature was maintained at 60 °C and pH at 11.50 ± 0.2 adjusted by simultaneous drop wise addition of 2 M NaOH solution. The addition of both solutions took about 1 h. The resulting suspension was then maintained at 70 °C, 1.5 hours, and then 18 hours with stirring without temperature. The product was filtered off, washed two times with decarbonated and distilled water and finally with ethanol. The filtration cake material was then dried 12 hours at 100 °C.

Comparative Sample D: CasFe(OH)e(N03) · 2 H2O

28.11 g of Ca(N0₃)2 and 24.00 g of Fe(N0₃)3 were dissolved in decarbonated water. This solution was added drop wise into a 0.1 M solution of NaN03 (20.19 g) under vigorous stirring. During the synthesis the

temperature was maintained at 60 °C and pH at 11.50 ± 0.2 adjusted by simultaneous drop wise addition of 2 M NaOH solution. The addition of both solutions took about 1 h. The resulting suspension was then maintained at 70 °C, 1.5 hours, and then 18 hours with stirring without temperature. The product was filtered off, washed two times with decarbonated and distilled water and finally with ethanol. The filtration cake material was then dried 12 hours at 100 °C.

Comparative Sample E: Ca2Al(OH)e(N02) · 2 H2O

32.44 g of Ca(N0₃)2 and 25.75 g of A1(N0₃)3 were dissolved in decarbonated water. This solution was added drop wise into a 0.1 M solution of NaN02 (18.94 g) under vigorous stirring. During the synthesis the

temperature was maintained at 65 °C and pH at 11.00 ± 0.2 adjusted by simultaneous drop wise addition of 2 M NaOH solution. The addition of both solutions took about 1 h. The resulting suspension was then maintained at 70 °C, 1,5 hours, and then 18 hours with stirring without temperature. The product was filtered off, washes two times with decarbonated and distilled water and finally with ethanol. The filtration cake material was then dried 12 hours at 100 °C.

X-ray diffraction, infrared spectroscopy and thermogravimetric analysis were used to characterise the compositions. The X-ray patterns (shown in Figure 1A-E) show a typical layered structure with high

crystallinity. The first reflection in the low angle region corresponds to the interlayer distance. The IR spectra (shown in Figure 2A-E) show characteristic frequencies associated with the presence with of the corresponding anions (around 1350 cm ¹ for the inorganic anions and in the range 1400-1600 cm ¹ for the organic anions). The presence of these characteristic absorption bands with the X-ray diffraction results confirms the formulations proposed.

Successful anion exchange reactions with a 10 equivalents excess of chloride ion (or chloride ion uptake) were confirmed by volumetric titrations, X-ray diffraction and microanalysis on scanning electron microscopy (SEM). Volumetric titrations results show that chloride ion uptake was close to the stoichiometric uptake for all layered double hydroxides after 48 hours.

Semi-quantitative results obtained by microanalysis on SEM also confirmed the chloride extraction capacity of these layered double hydroxides. The corrosion inhibitor de-intercalation process (chloride anion exchange) was observed in the X-ray diffraction patterns of sample A and B in the pictures shown in Figures 3A and 3B.

Electrochemical tests were carried out in a potentiostat galvanostat AUTO LAB. Cylindrical cement paste specimens of 5 cm diameter and 10 cm long with w/c = 0.4 were prepared. Each mortar specimen has embedded a ribbed bar of steel of 0.6 cm in diameter. Layered doubly hydroxides with corrosion inhibitor were added in a concentration of 2 wt.% weight based on dry weight cement. The specimens were partially immersed in a 5 % sodium chloride solution.

Half cell potential was conducted according ASTM C876. The potential difference between working electrode (embedded steels bars) and saturated calomel reference electrode (SCE) place in the solution was measured using a high impedance voltmeter. According to ASTM C876 potential more negative than -270 mV, with respect to SCE, indicate greater than 90 % probability of active reinforcement corrosion. Values less negative than -120 mV SCE indicate a probability of corrosion below 5 %, while those falling between -270 and -120 mV SCE indicate uncertainty of corrosion. The results are shown in Figure 4. This Figure demonstrates that the organic corrosion inhibition system of the invention (samples A, B, and C) are at least as effective as corrosion inhibition systems based on inorganic corrosion inhibitors (samples D and E). The reference in Figure 4 is

Ca₃Al(OH)6(C0₃)i.5 · 2 H₂0.

Claims

1. Corrosion inhibition system for concrete reinforced with a corrosion sensitive reinforcement, comprising layered double hydroxide intercalated with a compound represented by the following formula (I):

Y-R-COO (I)

and/or protonated forms thereof, wherein

Y is NH₂ or COO ; and

R is an optionally substituted aromatic, aliphatic, or cycloahphatic moiety having 5-18 carbon atoms.

2. Corrosion inhibition system according to claim 1, wherein R is a linear aliphatic moiety, preferably (CH2)_n with n being an integer in the range of 5-18, preferably 5-12.

3. Corrosion inhibition system according to claim 1 or 2, wherein said layered double hydroxide is represented by the general formula

M²⁺i-_xM³⁺ _x {OH)₂ ((Aⁿ- )„)__*_^■ y H₂0 , wherein

n m

M²⁺ represents one or more divalent metal cations;

M^a+ represents one or more trivalent metal cations;

A"^")_m )^ is an interlayer anion with valence n ;

n m

m is an integer in the range of 1-000;

n is an integer in the range of 1-4;

x is a value in the range of 0.1-0.5; and

y is a is an integer in the range of 0-20.

4. Corrosion inhibition system according to any one of claims 1-3, wherein the M²⁺ divalent metal cations are selected from the group consisting of Ni²⁺, Mg²⁺, Mn²⁺, Ca²⁺, Fe²⁺, and Zn²⁺; and wherein the ³⁺ trivalent metal cations are selected from the group consisting of Al³⁺, Ga³⁺, Cr³⁺ and Fe³⁺.

5. Corrosion inhibition system according to any one of claims 1-4, wherein the molar ratio between ²⁺ and ³⁺ is in the range of 2-4, preferably the molar ratio between M²⁺ and M³⁺ is about 2.

6. Corrosion inhibition system according to any one of claims 1-5, wherein said layered double hydroxide is a hydrotalcite, preferably a hydrotalcite having Mg(OH)2 brucite layers wherein part of the Mg²⁺ ions are substituted with Al³⁺ ions.

7. Corrosion inhibition system according to any one of claims 1-6, wherein the layered double hydroxide is intercalated with the compound represented by formula (I) at a level ranging between 1.5 and 4.5 meq/g.

8. Corrosion inhibition system according to any one of claims 1-7, wherein ((-A^n_)_m )__*_ is selected from the group consisting of CO3² , CI", ΝΌ3 , n m

isopolyanions, heteropolyanions and carboxylates.

9. Use of an intercalated layered double hydroxide as defined in any one of claims 1-8 as a corrosion inhibitor for concrete reinforced with a corrosion sensitive reinforcement.

10. Process for inhibiting corrosion in concrete comprising corrosion sensitive reinforcement, said process comprising:

(i) applying the intercalated layered double hydroxide as defined in aany one of claims 1-8 onto a corrosion sensitive reinforcement and reinforcing a concrete mortar with said reinforcement; and/or (ii) mixing the intercalated layered double hydroxide as defined in any one of claims 1-8 with a concrete mortar and reinforcing said concrete mortar with reinforcement;

and

- curing the reinforced concrete mortar.

11. Process according to claim 10, wherein said corrosion sensitive reinforcement is a metal reinforcement, preferably selected from the group consisting of plate steel, steel bars, steel fibres, steel rods, steel fabric, steel wire, welted steel wire netting, welted steel fabric, and/or mesh steel reinforcement.

12. Process according to claim 10 or 11, wherein the application of intercalated layered double hydroxide onto the corrosion sensitive

reinforcement comprises one or more selected from spraying, coating, and dipping.

13. Process according to claim 10 or 11, wherein the intercalated layered double hydroxide is mixed with the concrete mortar in a concentration of 0.5-20 wt.% of intercalated layered double hydroxide based on dry weight of the concrete mortar, preferably 1-5 wt.%.

14. Process according to any one of claims 10-13, wherein the concrete mortar has a water/cement ratio in the range of 0.2-0.7.

15. Use of the corrosion inhibiting system according to any one of claims 1-8 in reinforced concrete structures exposed to seawater, or in structures exposed to de-icing salts.