EP4149905A1 - Composant initiateur à base de silicate alcalin destiné à être utilisé dans un système de mortier à plusieurs constituants à base de ciment - Google Patents

Composant initiateur à base de silicate alcalin destiné à être utilisé dans un système de mortier à plusieurs constituants à base de ciment

Info

Publication number
EP4149905A1
EP4149905A1 EP21722922.8A EP21722922A EP4149905A1 EP 4149905 A1 EP4149905 A1 EP 4149905A1 EP 21722922 A EP21722922 A EP 21722922A EP 4149905 A1 EP4149905 A1 EP 4149905A1
Authority
EP
European Patent Office
Prior art keywords
component
silicate
mortar system
cementitious
alkali
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
EP21722922.8A
Other languages
German (de)
English (en)
Inventor
Markus Schönlein
Armin Pfeil
Bernhard Middendorf
Tim Schade
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hilti AG
Original Assignee
Hilti AG
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Hilti AG filed Critical Hilti AG
Publication of EP4149905A1 publication Critical patent/EP4149905A1/fr
Pending legal-status Critical Current

Links

Classifications

    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B40/00—Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
    • C04B40/06—Inhibiting the setting, e.g. mortars of the deferred action type containing water in breakable containers ; Inhibiting the action of active ingredients
    • C04B40/0641—Mechanical separation of ingredients, e.g. accelerator in breakable microcapsules
    • C04B40/065—Two or more component mortars
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/006—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing mineral polymers, e.g. geopolymers of the Davidovits type
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/24—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing alkyl, ammonium or metal silicates; containing silica sols
    • C04B28/26—Silicates of the alkali metals
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B7/00—Hydraulic cements
    • C04B7/24—Cements from oil shales, residues or waste other than slag
    • C04B7/28—Cements from oil shales, residues or waste other than slag from combustion residues, e.g. ashes or slags from waste incineration
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00034—Physico-chemical characteristics of the mixtures
    • C04B2111/00112—Mixtures characterised by specific pH values
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
    • C04B2111/00715—Uses not provided for elsewhere in C04B2111/00 for fixing bolts or the like
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
    • Y02P40/00—Technologies relating to the processing of minerals
    • Y02P40/10—Production of cement, e.g. improving or optimising the production methods; Cement grinding
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00—Technologies for solid waste management
    • Y02W30/50—Reuse, recycling or recovery technologies
    • Y02W30/91—Use of waste materials as fillers for mortars or concrete

Definitions

  • the invention is in the field of the chemical fastening of anchoring elements, in particular galvanized anchoring elements, in mineral substrates in the field of the construction industry and fastening technology, and in particular relates to the chemical fastening of anchoring elements by means of an alkali silicate-activated, cementitious, inorganic multi-component mortar system comprising blast furnace slag.
  • Composite mortars for fastening anchoring elements in mineral substrates in the construction industry and fastening technology are known. These composite mortars are based almost exclusively on organic epoxy-containing resin / hardener systems. However, it is well known that such systems are polluting, expensive, potentially dangerous and / or toxic to the environment and the person who operates them, and they often require special labeling. In addition, organic systems often have a greatly reduced stability when exposed to strong sunlight or otherwise elevated temperatures, which reduces their mechanical performance in the chemical fastening of anchoring elements. In addition, problems can arise in the chemical fastening of galvanized anchoring elements, which can be traced back to zinc corrosion or contact corrosion caused by the chemical fastening means. In the long term, these anchoring elements cannot have sufficiently high loads due to the chemical fastening.
  • an initiator component for a cementitious, inorganic multicomponent mortar system comprising blast furnace slag
  • the mortar system being able to be used for the chemical fastening of, in particular, galvanized anchoring elements in mineral substrates without the handling, properties and mechanical performance of the chemical Adversely affecting fastening system.
  • a further object of the present invention to provide a cementitious system, in particular a cementitious multi-component mortar system, in particular a cementitious two-component mortar system, which overcomes the disadvantages of the prior art systems.
  • the present invention relates to a cementitious multi-component mortar system comprising slag sand and an alkali silicate-based initiator component, which is ideally suited for use as an inorganic chemical fastening system for anchoring elements in mineral substrates in order to achieve high load values.
  • the present invention relates to a cementitious multi-component mortar system comprising slag sand and an alkali silicate-based initiator component for the chemical fastening of galvanized anchoring elements in mineral substrates, the alkali silicate-based initiator component having a pH in a range of 12.5 to 13.5.
  • the present invention further relates to an alkali silicate-based initiator component for a cementitious, inorganic multicomponent mortar system comprising slag sand, for the chemical fastening of anchoring elements, in particular galvanized anchoring elements, in mineral substrates.
  • the present invention also relates to the use of such a cementitious multi-component mortar system and such an alkali silicate-based initiator component for the chemical fastening of anchors, preferably metal elements, in mineral substrates such as structures made of masonry, natural stone, concrete, permeable concrete or the like.
  • binder or “binder component” relates to the cementitious component and optional components such as fillers, for example, of the multi-component mortar system. In particular, this is also referred to as the A component.
  • the term “initiator” or also “initiator component” refers to the aqueous alkali silicate-based component which triggers stiffening, solidification and hardening as a subsequent reaction. In particular, this is also referred to as a B component.
  • a cementitious multi-component mortar system comprising blast furnace slag and an alkali silicate-based initiator component is ideally suited for the chemical fastening of galvanized anchoring elements in mineral substrates, the alkali silicate-based initiator component having a pH value in has a range from 12.5 to 13.5.
  • an alkali silicate-based initiator component is particularly suitable for a cementitious, inorganic multicomponent mortar system comprising slag sand, for the chemical fastening of anchoring elements in mineral substrates, in particular galvanized anchoring elements.
  • the systems, especially the multi-component cementitious mortar system are characterized by positive advantages in terms of environmental aspects, health and safety, handling, storage time and a good balance between setting and hardening, without the handling, properties and mechanical performance of the chemical Adversely affecting fastening system.
  • the present invention therefore relates to a cementitious multi-component mortar system comprising slag sand and an alkali silicate-based initiator component for the chemical fastening of galvanized anchoring elements in mineral substrates, the alkali silicate-based initiator component having a pH in a range of 12.5 to 13.5. It is preferred that the slag sand is present in the binder component. It is particularly preferred that the cementitious multi-component mortar system is a two-component mortar system and comprises a powdery cementitious binder component and an aqueous alkali silicate-based initiator component.
  • Further characteristic values of the slag sand are iron oxide (Fe 2 0s), sodium oxide (Na 2 0), potassium oxide (K2O), chloride, sulfur trioxide (SO3) and manganese oxide (Mn2Ü3), which preferably make up less than 5% of the slag sand.
  • the multi-component cementitious mortar system of the present invention can also comprise ground blast furnace slag having a grind fineness in the range from 4000 to 12000 cm 2 / g.
  • the multicomponent cementitious mortar system of the present invention preferably comprises blast furnace slag in a range from 1% by weight to 60% by weight, more preferably from 10% by weight to 50% by weight, most preferably in a range from 25% by weight to 45% by weight, based on the total weight of the binder component.
  • the multi-component cementitious mortar system preferably further comprises silica fume.
  • the silica fume is preferably present in the binder component.
  • the silica fume of the multi-component cementitious mortar system is in a range from 1% by weight to 10% by weight, preferably from 2% by weight to 8% by weight, most preferably in a range of 4% by weight up to 7.5% by weight, based on the total weight of the binder component.
  • the silica fume preferably has an average particle size of 0.4 ⁇ m and a surface area of 180,000 to 220,000 cm 2 / g or 18-22 m 2 / g.
  • the silica fume can also be replaced by pozzolan materials or by materials with pozzolan properties or by other fine inert fillers. These are, for example, fly ash, limestone powder, corundum, calcite, dolomite, brick flour, rice husk ash, phonolite, calcined clay and metakaolin.
  • the silica fume is present in a range from 5% by weight to 8% by weight, based on the total weight of the binder component.
  • At least one filler or filler mixture can be present in the binder component.
  • These are preferably selected from the group consisting of quartz, sand, quartz powder, clay, fly ash, blast furnace slag, pigments, titanium oxides, light fillers, limestone fillers, corundum, dolomite, alkali-resistant glass, crushed stones, gravel, pebbles and mixtures thereof.
  • the at least one filler of the multi-component cementitious mortar system is preferably in a range from 20% by weight to 80% by weight, more preferably from 30% by weight to 70% by weight, most preferably in a range from 40% by weight .-% to 60% by weight, based on the total weight of the binder component.
  • the filler is sand and is present in a range from 45 to 55% by weight, based on the total weight of the binder component.
  • the filler is a mixture of sand and quartz powder.
  • the sand is preferably in a range from 45% by weight to 55% by weight and the quartz powder in a range from 5% by weight to 10% by weight, based on the total weight of the binder component.
  • the binding agent component can contain other cements, such as calcium aluminate-based cement.
  • the binder component can contain fibers such as mineral fibers, chemical fibers, natural fibers, synthetic fibers, fibers made from natural or synthetic polymers, fibers made from inorganic materials, in particular carbon fibers or glass fibers.
  • the alkali silicate-based initiator component of the multicomponent mortar system preferably comprises an alkali metal silicate-based component, the alkali metal silicate being selected from the group consisting of sodium silicate, potassium silicate, lithium silicate, modifications thereof, mixtures thereof and aqueous solutions thereof.
  • the alkali silicate-based initiator component is an aqueous solution of potassium silicate and potassium hydroxide.
  • the initiator component is an aqueous solution of 10 mol / l KOH and 1.72 mol / l potassium silicate (Betol® K 35 T, Woellner, Germany).
  • the alkali silicate-based initiator component comprises 1 to 50% by weight of silicate, preferably 10 to 40% by weight, particularly preferably 15 to 30% by weight, based on the total weight of the aqueous Alkali silicate.
  • the alkali silicate-based initiator component comprises at least about 0.01% by weight, preferably at least 0.02% by weight, particularly preferably at least about 0.05% by weight, particularly preferably at least 1% by weight, of about 0.01% by weight to about 40% by weight, preferably from about 0.02% by weight to about 35% by weight, more preferably from about 0.05% by weight to about 30% by weight .-%, particularly preferably from about 1% by weight to about 25% by weight of the alkali silicate-based ingredient, based on the total weight of initiator component.
  • the alkali silicate-based initiator component used according to the invention is excellently suited for the chemical fastening of anchoring elements, in particular galvanized anchoring elements, in mineral substrates if it is used in a cementitious, inorganic multi-component mortar system comprising blast furnace slag and has a pH Has a value in a range of 12.5-13.5.
  • an alkali silicate-based initiator component with a pH in a range of 12.5-13 is used in a multi-component cementitious mortar system comprising slag sand in order to achieve suitable load values of galvanized anchor rods compared to conventional anchor rods.
  • the alkali silicate-based initiator component with a pH value in the range of 12.5-13 prevents surface damage and can therefore be used for fastening galvanized anchor rods.
  • the alkali silicate-based initiator component of the multi-component mortar system optionally includes a superplasticizer.
  • the optional flow agent is in a range from 1% by weight to 30% by weight, preferably from 5% by weight to 25% by weight, most preferably in a range from 10% by weight to 20% by weight. -%, based on the total weight of the initiator component, before.
  • the optional superplasticizer is selected from the group consisting of polyacrylic acid polymers with low molecular weight (LMW), superplasticizers from the family of polyphosphonate polyox and polycarbonate polyox, polycondensates, e.g. naphthalene-sulfonic acid-formaldehyde polycondensate or melamine-sulfonic acid-formaldehyde polycondensate,
  • LMW low molecular weight
  • Suitable flow agents are commercially available products.
  • the water content is 90% by weight to 95% by weight and the Superplasticizer content 5% by weight to 10% by weight, based on the total weight of the initiator component.
  • At least one filler or filler mixture can be present in the initiator component.
  • These are preferably selected from the group consisting of quartz, sand, quartz powder, clay, fly ash, pigments, titanium oxides, light fillers, limestone fillers, corundum, dolomite, alkali-resistant glass, crushed stones, gravel, pebbles and mixtures thereof.
  • the alkali silicate-based initiator component can additionally comprise a thickener.
  • the thickener can be selected from the group consisting of bentonite, silica, thickeners based on acrylate, such as alkali-soluble or alkali-swellable emulsions, fumed silica, clay and titanate chelating agents.
  • polyvinyl alcohol PVA
  • HASE hydrophobically modified alkali-soluble emulsions
  • HEUR hydrophobically modified ethylene oxide durethane polymers
  • cellulose thickeners such as hydroxymethyl cellulose (HMC), hydroxyethyl cellulose (HEC), hydrophobically modified hydroxyethyl cellulose (HMHEC), sodium carboxymethyl cellulose (SCMC), sodium carboxymethyl-2-hydroxyethyl cellulose, 2-hydroxypropylmethyl cellulose, 2-hydroxyethylmethyl cellulose, 2-hydroxybutylmethyl cellulose, 2-hydroxy , ethyl-ethyl cellulose, 2-hydroxypropyl cellulose, attapulgite and mixtures thereof.
  • Suitable thickeners are commercially available products such as Optigel WX (BYK-Chemie GmbH, Germany), Rheolate 1 (Elementis GmbH, Germany) and Acrysol ASE-60 (The Dow Chemical Company).
  • the A component or binder component which comprises the slag sand, is in solid form, preferably in the form of a powder or dust.
  • the B component or initiator component is in aqueous form, optionally in the form of a slurry or paste.
  • the weight ratio between the A component and the B component is preferably between 10/1 and 1/3, and is preferably 8/1-4/1.
  • the multi-component cementitious mortar system comprises up to 80% by weight of the A component and up to 40% by weight of the B component.
  • the cementitious multi-component mortar system is a two-component mortar system, preferably a cementitious two-component capsule system.
  • the system preferably comprises two or more foil bags for separating the curable binder component and the initiator component.
  • the contents of the chambers, glass capsules or bags, such as foil bags, which are mixed with one another under mechanical action, preferably by introducing an anchoring element, are preferably already in a borehole.
  • the arrangement in multi-chamber cartridges or buckets or sets of buckets is also possible.
  • the cementitious multi-component mortar system of the present invention can be used for chemical fastening of anchoring elements, preferably galvanized metal elements, such as anchor rods, in particular threaded rods, bolts, steel reinforcing rods or the like, in mineral surfaces such as structures made of masonry, concrete, permeable concrete or natural stone will.
  • anchoring elements preferably galvanized metal elements, such as anchor rods, in particular threaded rods, bolts, steel reinforcing rods or the like
  • mineral surfaces such as structures made of masonry, concrete, permeable concrete or natural stone will.
  • the multi-component cementitious mortar system of the present invention can be used for chemical fastening of galvanized anchoring elements, such as metal elements, in boreholes.
  • cementitious multi-component mortar system of the present invention can be used for the application of fibers, scrims, knitted fabrics or composites, in particular fibers with a high modulus, preferably carbon fibers, in particular for reinforcing building structures, for example walls or ceilings or floors, and furthermore for Assembly components, such as plates or blocks, for example made of stone, glass or plastic, can be used on buildings or structural elements.
  • composition of the blast furnace slag Table 1 Chemical composition of the blast furnace slag meal, determined by means of
  • XRF X-ray fluorescence analysis
  • the powdery binder components (A component) and the liquid initiator components (B component) of Comparative Examples 1-4 and 7-10 and Examples 5-6 and 11-13 according to the invention are first prepared by mixing the components in the Ingredients given in Tables 2 and 3 with the proportions given in Table 4, which are given in% by weight.
  • Table 2 Composition of the A component based on blast furnace slag (% by weight).
  • silica fume fineness of grind in cm 2 / g (Blaine) 18,000-22,000; Size distribution (pm) 0.1-1.
  • Quartz flour size distribution (pm) 0.1-100.
  • Table 3 Composition of component B (% by weight).
  • the powdery binder component A and the initiator component B are mixed with a mixer. All samples are mixed for 1 minute.
  • the mixtures are poured into a stainless steel sleeve drill hole with a diameter of 12 mm, an anchorage depth of 32 mm and ground undercuts of 0.33 mm.
  • an M8 threaded rod with a length of 100 mm is inserted into the borehole.
  • the load values of the hardened mortar compositions are determined at certain times within 24 hours using a "Zwick Roell Z050" material testing device (Zwick GmbH & Co. KG, Ulm, Germany).
  • the stainless steel sleeve is attached to a plate, while the threaded rod is attached to the force measuring device with a nut.
  • the breaking load is determined by pulling out the threaded rod in the middle. Each sample consists of an average of five extracts. The breaking load is calculated as the internal strength and given in Table 5 in N / mm 2 .
  • Table 5 Internal strength in N / mm 2 . As can be seen from Table 5, after 24 hours of curing, all measurable systems according to the invention show considerable internal strengths and increased load values and thus improved mechanical strengths compared to the comparison systems, the alkali silicate-based B component having a pH value of over 13.5 and are ideal for chemical fastening of galvanized anchoring elements.

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Organic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Inorganic Chemistry (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Geology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Combustion & Propulsion (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

L'invention se rapporte à un système de mortier à plusieurs constituants à base de ciment comprenant un laitier de haut fourneau granulé et un constituant initiateur à base de silicate alcalin, pour la fixation chimique d'éléments d'ancrage dans des substrats minéraux, le constituant initiateur à base de silicate alcalin étant particulièrement approprié pour la fixation chimique d'éléments d'ancrage zingués.
EP21722922.8A 2020-05-15 2021-05-06 Composant initiateur à base de silicate alcalin destiné à être utilisé dans un système de mortier à plusieurs constituants à base de ciment Pending EP4149905A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
EP20174879.5A EP3909933A1 (fr) 2020-05-15 2020-05-15 Composant initiateur à base d'alcalisilicate pour l'utilisation dans un système de mortier inorganique cimentaire à composants multiples
PCT/EP2021/062010 WO2021228681A1 (fr) 2020-05-15 2021-05-06 Composant initiateur à base de silicate alcalin destiné à être utilisé dans un système de mortier à plusieurs constituants à base de ciment

Publications (1)

Publication Number Publication Date
EP4149905A1 true EP4149905A1 (fr) 2023-03-22

Family

ID=70738325

Family Applications (2)

Application Number Title Priority Date Filing Date
EP20174879.5A Withdrawn EP3909933A1 (fr) 2020-05-15 2020-05-15 Composant initiateur à base d'alcalisilicate pour l'utilisation dans un système de mortier inorganique cimentaire à composants multiples
EP21722922.8A Pending EP4149905A1 (fr) 2020-05-15 2021-05-06 Composant initiateur à base de silicate alcalin destiné à être utilisé dans un système de mortier à plusieurs constituants à base de ciment

Family Applications Before (1)

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EP20174879.5A Withdrawn EP3909933A1 (fr) 2020-05-15 2020-05-15 Composant initiateur à base d'alcalisilicate pour l'utilisation dans un système de mortier inorganique cimentaire à composants multiples

Country Status (6)

Country Link
US (1) US20230192566A1 (fr)
EP (2) EP3909933A1 (fr)
CN (1) CN115413272A (fr)
AU (1) AU2021272279A1 (fr)
CA (1) CA3172984A1 (fr)
WO (1) WO2021228681A1 (fr)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115159881A (zh) * 2022-07-06 2022-10-11 西南科技大学 一种缓凝碱激发提钛渣水泥以及制备方法

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA2736772C (fr) * 2008-08-11 2019-10-08 Wolfgang Schwarz Liant hydraulique et matrices de liant produites a l'aide dudit liant
DE102015113352A1 (de) * 2014-09-23 2016-03-24 Fischerwerke Gmbh & Co. Kg Befestigungssysteme mit feinteiligen Füllstoffen
WO2017067953A1 (fr) * 2015-10-20 2017-04-27 Hilti Aktiengesellschaft Système de mortier à deux constituants à base de ciment alumineux, et son utilisation
CN107915435B (zh) * 2017-11-28 2020-04-07 中国建筑材料科学研究总院有限公司 低温敏自应力快硬型钢筋连接用套筒灌浆料
CN108975780A (zh) * 2018-07-27 2018-12-11 成都宏基建材股份有限公司 一种地质聚合物修补砂浆及其制备和使用方法

Also Published As

Publication number Publication date
AU2021272279A1 (en) 2022-11-03
CN115413272A (zh) 2022-11-29
CA3172984A1 (fr) 2021-11-18
US20230192566A1 (en) 2023-06-22
EP3909933A1 (fr) 2021-11-17
WO2021228681A1 (fr) 2021-11-18

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