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Calcium Chloride Dihydrate

    • Product Name: Calcium Chloride Dihydrate
    • Factroy Site: No. 100, Qinhuai Road, Jiangning District, Nanjing, Jiangsu, China
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    Specifications
    HS Code 332856
    Product Name Calcium Chloride Dihydrate
    Chemical Formula CaCl2·2H2O
    Cas Number 10035-04-8
    Molar Mass 147.01 g/mol
    Appearance White crystalline solid, granules, or powder
    Odor Odorless
    Density 1.85 g/cm3 at 20°C
    Melting Point 176°C (decomposes)
    Solubility In Water Soluble; approximately 100 g/100 mL at 20°C
    Hygroscopicity Strongly hygroscopic
    Ph Of Aqueous Solution Approximately 7-9

    As an accredited Calcium Chloride Dihydrate factory, we enforce strict quality protocols—every batch undergoes rigorous testing to ensure consistent efficacy and safety standards.

    Packing & Storage
    Packing Packaging: Calcium Chloride Dihydrate supplied as 25 kg net in sealed, double polyethylene-lined woven bags with clear product labeling.
    Container Loading (20′ FCL) Loading 20′ FCL of Calcium Chloride Dihydrate in dry bulk bags or drums, palletized, secured, and protected from moisture.
    Shipping Calcium Chloride Dihydrate ships in sealed polyethylene-lined bags or moisture-proof drums. Keep containers tightly closed and stored in dry, ventilated conditions to prevent caking. While generally not regulated as hazardous cargo, material can irritate skin and generate heat with water. Wear gloves and eye protection during handling and loading.
    Storage Store Calcium Chloride Dihydrate in a tightly sealed, air-tight container to prevent moisture absorption. Keep in a cool, dry, well-ventilated area, away from incompatible substances and direct sunlight. Protect from humidity and physical damage. Ensure containers are clearly labeled. Use dry handling equipment to avoid caking and contamination.
    Shelf Life Calcium chloride dihydrate has a long shelf life if stored tightly sealed in a cool, dry place away from moisture.
    Application of Calcium Chloride Dihydrate
    In cold-weather concrete placement, calcium chloride dihydrate is introduced as an ASTM C494/C494M-19 Type C accelerator. The material is typically pre-dissolved in batch water to a 30–40% w/v solution before contact with cement and aggregates. Addition rates on a dry solids basis range from 0.5% to 2.0% by mass of cement. The mechanism involves accelerated hydration of tricalcium silicate through chloride ion interaction with the electrical double layer at the cement particle surface. Under ASTM C403/C403M-16 penetration resistance testing at 10°C, published cold-weather concreting data show initial set time reductions of 50–65% for a 2.0% dosage relative to an unaccelerated control. The primary operational boundary is the increase in water-soluble chloride ion in the hardened matrix: each 1.0% addition of calcium chloride dihydrate contributes approximately 0.48% chloride ion by mass of cement. Consequently, plain concrete slabs, soil-supported floors without embedded steel, and non-prestressed mass concrete are the principal terminal products. Field experience on truck mixer discharge lines shows that slurry dosing through a piston metering pump reduces batch-to-batch slump variation compared to dry flake addition, because dry flakes form clumps up to 40 mm in diameter in regions of localized wetting and fail to disperse within a 45-second mixing window. Pre-drying of aggregates to a moisture content below 2.0% is required when the dihydrate is dry-batched into a twin-shaft compulsory mixer. Incompatibility with amine-based corrosion inhibitors is documented: the combination can trigger rapid gelation of mix water before cement hydration begins. The upper dosage limit is imposed by strength reduction above 3.0%, where calcium oxychloride formation in wet-dry cycles reduces compressive strength under ASTM C39/C39M-21 by up to 10–15% after 28 days of alternate immersion.
    ACI 318-19 Table 19.3.2.1 water-soluble chloride ion limits
    Concrete categoryMaximum water-soluble chloride ion by mass of cement (%)
    Prestressed concrete0.06
    Reinforced concrete exposed to chlorides in service0.15
    Other reinforced concrete construction0.30
    Reinforced concrete that will be dry or protected from moisture in service1.00
    Plain concreteNo limit specified

    What Limits Calcium Chloride Dihydrate Purity in High-Density Completion Brines?

    High-density clear brines for well completion and workover are formulated with calcium chloride dihydrate where hydrostatic control of zones with pore pressure gradients up to 11.6 lb/gal equivalent is required. The dissolution step is performed in a high-shear mixer using demineralized water with total hardness below 10 mg/L as CaCO₃. The resulting brine is filtered through 5 µm cartridge filters and measured with a Coriolis density meter at 20°C. Because the dihydrate contains 24.5 wt% water of crystallization, the mass correction factor to achieve a given anhydrous CaCl₂ concentration is 1.324. A saturated 11.6 lb/gal calcium chloride brine has a true crystallization temperature near 18°C; this restricts deployment in cold subsea wellheads unless the brine is blended with other salts or heated before displacement. API RP 13J and ISO 13503-3:2006 define test procedures for crystallization temperature, density, and clarity; published universal thresholds for total dissolved solids and specific contaminant ions are limited, so operators specify sulfate, magnesium, and suspended solids limits per field conditions. Operational limits include calcium sulfate precipitation when formation water contains sulfate concentrations above 2,500 mg/L; barium and strontium incompatibilities follow the same mechanism as other calcium-containing brines. Terminal applications include packer fluids in low-pressure wells, gravel pack carrier fluids, and workover displacement fluids in sandstone and carbonate reservoirs where formation damage is evaluated by return permeability core flow tests using field-specific protocols.In cheese manufacture, calcium chloride dihydrate is charged as a 30–40% w/w solution to pasteurized milk at 0.02–0.05% by mass of milk before rennet addition. The addition restores ionic calcium lost through heat-induced precipitation of calcium phosphate during pasteurization at 72°C for 15 seconds. A hold time of 10–15 minutes after addition allows the casein micelle matrix to bind calcium; insufficient hold time produces weak curd because rennet cleavage of κ-casein proceeds before calcium bridges are fully formed. Under 21 CFR 184.1193, the dihydrate is affirmed as GRAS for use as a firming agent, pH adjuster, and processing aid with no quantitative limitation other than good manufacturing practice. The Codex Alimentarius classifies the substance as a firming agent and stabilizer under INS 509. In canned diced tomatoes, a 0.2–0.5% calcium chloride bath or canning liquor maintains mesocarp firmness after retort sterilization at 121°C for 20 minutes; texture retention is measured by Kramer shear cell testing. The operational boundary in dairy systems is excessive calcium addition above 0.1% by mass of milk, which inhibits rennet coagulation and produces a gritty curd with elevated whey solids. Terminal products include Cheddar, mozzarella, cottage cheese, tofu coagulated with calcium salts, and canned vegetable packs where the additive is declared as INS 509 on ingredient specification sheets.

    When Liquid Deicer Brines Must Avoid Asphalt Surface Scaling

    Liquid deicing operations using calcium chloride dihydrate begin with production of a 23.3 wt% CaCl₂ brine in a sparged high-density polyethylene storage tank. The eutectic point of the CaCl₂-water system occurs at 29.8 wt% CaCl₂ and -51°C. Pre-wetting of solid rock salt with 8–12 gallons of 23.3% brine per ton at the spreader auger depresses the effective freezing point of the salt brine film and extends melting below -10°C. SHRP H-205.1 comparative testing shows that calcium chloride brines retain measurable ice melting capacity down to -29°C at 23.3% concentration, while solid sodium chloride loses effective performance near -9°C. The operational boundary on reinforced concrete is chloride-induced corrosion of embedded steel, governed by the same ACI 318-19 Table 19.3.2.1 chloride limits as cast-in-place applications. On asphalt pavements, prolonged contact with calcium chloride brine can accelerate surface scaling under freeze-thaw cycling when the air-void spacing factor exceeds 0.20 mm or when the asphalt binder has lost cohesion after oxidative aging. Terminal uses include airport aprons, port container yards, and non-reinforced concrete bridge decks where SAE AMS 1431B solid deicer compatibility is specified. Anti-icing application on dry pavement at 30–50 gallons per lane mile produces a chloride residual of 0.3–0.6 g/m² after evaporation.

    Thermal Stability of Calcium Chloride Brines in Secondary Refrigeration

    In low-temperature secondary cooling circuits, calcium chloride brine prepared from the dihydrate is circulated through welded carbon steel piping to avoid freezing in plate heat exchangers operating down to -20°C. A 21 wt% CaCl₂ brine has a freezing point of approximately -18°C and a density of 1.20 g/cm³ at 20°C; a 23.3 wt% brine freezes near -29°C and is preferred for low-temperature air-blast evaporators. The brine is circulated through pump suction strainers sized at 2 mm to remove scale fragments from the storage tank. Operational boundaries include corrosion of carbon steel at chloride concentrations above 25 wt% when oxygen is not stripped; continuous nitrogen blanketing at 0.2–0.5 bar overpressure reduces dissolved oxygen to below 0.5 mg/L. Terminal equipment includes shell-and-tube evaporators, plate-and-frame heat exchangers, and spiral freezers where fouling resistance is monitored by differential pressure across the heat exchanger. Published data for specific heat transfer degradation in this configuration is limited; operators therefore rely on laboratory corrosion coupon testing under ASTM G31-21 to qualify inhibitor packages. Incompatibility with aluminum heat exchanger surfaces is documented: aluminum alloys undergo pitting corrosion at chloride concentrations above 200 mg/L, which restricts the brine to steel or copper-nickel circuits.
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    Certification & Compliance
    More Introduction

    Calcium chloride dihydrate, CaCl2·2H2O, CAS 10035-04-8, EINECS 233-140-8, molecular weight 147.01 g/mol, is supplied as white deliquescent flakes, prills, pellets, or powder with a theoretical calcium chloride content of 75.49% by mass. Commercial technical-grade material is normally controlled at 74.0–77.0% CaCl2 with a CaCl2·2H2O assay ≥98.0%. It differs from anhydrous calcium chloride CAS 10043-52-4 and calcium chloride hexahydrate CAS 7774-34-7 in hydration state, dissolution exotherm, dusting behavior, and gravimetric dosing mass. Commercial forms include technical, food-grade FCC/E509, and pharmacopoeial USP/Ph. Eur. grades, with package formats of 25 kg HDPE bags and 500–1000 kg flexible intermediate bulk containers. Because the saturated solution has an equilibrium relative humidity near 30% at 25 °C, moisture-tight storage is required in humid plant environments.

    Specification Boundaries Across Technical, Food, and Pharmaceutical Grades

    Vendor certificate-of-analysis boundaries vary by grade. Technical-grade flake for de-icing, dust control, and oilfield use is commonly controlled for water-insoluble matter, alkali chlorides, sulfate, and magnesium chloride. Food-grade material is evaluated under Commission Regulation (EU) No 231/2012 for E509 calcium chloride and FDA 21 CFR §184.1193; pharmacopoeial material is tested by USP or Ph. Eur. monographs. Representative technical-grade release limits are listed below. Food and pharmaceutical grades may impose tighter limits on heavy metals, arsenic, and fluoride.

    ParameterTechnical-grade release boundaryTest method
    Appearancewhite flakes, prills, or pelletsvisual
    CaCl2 content74.0–77.0%ASTM E449-18
    CaCl2·2H2O purity98.0%ASTM E449-18
    Alkali chlorides as NaCl3.0%ASTM E449-18
    Sulfate as CaSO40.20%ASTM E449-18
    Magnesium chloride0.50%ASTM E449-18
    Water-insoluble matter0.20%gravimetric, ASTM E449-18
    pH, 10% solution8.0–11.0pH meter

    Prilled technical material typically has a granule size distribution within 0.2–2.0 mm, while pelletized de-icing product may fall between 2.0–8.0 mm. Food-grade material is commonly assayed as CaCl2·2H2O with a range near 99.0–107.0%; exact specifications should be aligned with the applicable monographic edition.

    On road maintenance and dust-abatement lines, calcium chloride dihydrate is metered through prewetting or spreading equipment as a hygroscopic brine former rather than as an inert abrasive. The CaCl2–water eutectic is approximately -51 °C at 29.5 wt% CaCl2; practical de-icing response in truck-mounted spreaders is commonly cited in vendor technical bulletins to -32 °C, because mechanical removal and dilution reduce the equilibrium freezing point achieved at the ice surface. Because dihydrate dissolution is exothermic but less strongly exothermic than anhydrous CaCl2, prewetting systems often use a 32–35 wt% brine prepared in insulated tanks and delivered through stainless steel strainers at 0.4–1.0 L/m². Dust-control applications dilute the brine to 0.5–2.0 L/m² per pass, with frequency adjusted by surface moisture and vehicle count; published data for this specific configuration is limited.

    What Limits the Addition Rate in Reinforced Concrete?

    When calcium chloride dihydrate is added to portland cement paste, the calcium ion adsorbs onto C3S and C3A hydration products, shortening the induction period and modifying early ettringite morphology. The material is classified as a Type C accelerating admixture under ASTM C494/C494M-19. A typical dosage is 1.0–2.0% CaCl2·2H2O by mass of cement. At 2.0% addition, the chloride ion introduction is approximately 0.96% by mass of cement, calculated from the 48.2% chloride ion content of the dihydrate; this exceeds the 0.15% water-soluble chloride ion limit in ACI 318-19 Table 19.3.2.1 for reinforced concrete exposed to chlorides and the 0.06% limit for prestressed concrete. The product is therefore restricted to plain concrete or to mixtures where a corrosion-inhibiting admixture is used and chloride ion content is verified by ASTM C1218/C1218M-17. In ready-mixed plants, flash setting is observed at dosages above 2.5%, and dry flake addition can produce rapid slump loss when added to hot mix water above 35 °C. Pre-dissolving the dihydrate to a 25 wt% brine and injecting after batching water through a 2 m³ twin-shaft mixer at 30 rpm reduces set-time variation in comparison to dry addition.

    Dense, solids-free brines are prepared from calcium chloride dihydrate for completion and workover operations where hydrostatic pressure must be controlled without suspended weighting solids. The dihydrate is dissolved in field mixers, filtered through diatomaceous earth units to ≤10 µm clarity, and density is verified by ASTM D4052-22 using a laboratory densitometer. A single-salt calcium chloride brine reaches saturation at approximately 11.6 lb/gal (1.39 g/cm³) at 20 °C, roughly 38–40 wt% CaCl2. Lower-density annulus packer brines at 10.0–11.0 lb/gal (1.20–1.32 g/cm³) are prepared by dilution and re-filtered. Gravimetric batching requires a correction factor of 1.325 relative to anhydrous calcium chloride for equivalent CaCl2 mass, because the dihydrate contributes hydration water. The concentrated chloride brine is corrosive to carbon steel in aerated surface tanks; continuous nitrogen blanketing and filming-amine corrosion inhibitor addition are used to control pitting in API 5CT casing handling circuits.

    When Storage Conditions Drive Surface Moisture Uptake and Caking

    Moisture uptake is governed by the equilibrium relative humidity of the saturated calcium chloride solution, approximately 30% at 25 °C. Above this threshold, the dihydrate forms a surface brine film that cements adjacent particles into agglomerates and blocks rotary valves or auger metering units. In warehouse environments with RH greater than 60%, open storage of unlined bags can gain 1–3% mass within 24 h; storage is therefore specified in sealed HDPE liners with desiccant, and pneumatic transfer lines are purged with dried air at a dew point of ≤-40 °C. If caked material is encountered, lump crushing through a jaw crusher with 5 mm gap followed by screening over a 2 mm mesh restores flowability, but the crushed product should be re-analyzed for assay before batching because surface moisture may alter the CaCl2 concentration. The bulk density of prilled dihydrate is approximately 0.95–1.10 g/cm³; feed hoppers should be designed with a steeper cone angle than used for free-flowing mineral salts.

    Dehydration to the Anhydrous State Is Not a Single-Step Process

    Thermogravimetric analysis of calcium chloride dihydrate under constant heating at 10 °C/min in nitrogen shows stepwise water loss rather than a single dehydration event. The first water of crystallization is released at moderate temperature, and full conversion to anhydrous CaCl2 requires sustained heating above 200 °C under vacuum or a dry purge. Continuous vacuum dryers producing anhydrous calcium chloride from the dihydrate operate at jacket temperatures below 200 °C to avoid hydrolysis and chloride loss; the dihydrate is therefore selected when lower dissolution exotherm and lower dusting are more important than maximizing CaCl2 mass per kilogram. The following table summarizes material-balance differences across the three common hydration states.

    PropertyAnhydrous CaCl2Dihydrate CaCl2·2H2OHexahydrate CaCl2·6H2O
    CAS RN10043-52-410035-04-87774-34-7
    Molecular weight110.98 g/mol147.01 g/mol219.08 g/mol
    Theoretical CaCl2 content100%75.49%50.66%
    Dissolution thermal signaturestrongly exothermicmoderately exothermicslightly endothermic at saturation
    Dusting tendency during mechanical transferhighmoderatelow
    Typical bulk handling habitdense powderflake, prill, pelletcrystalline solid

    Formulation logic therefore follows mass balance: to deliver 100 kg anhydrous CaCl2, the operator must charge 132.5 kg of dihydrate or 197.4 kg of hexahydrate. This correction is applied in oilfield brine mixing, concrete batching, and food processing where ionic concentration is controlled by conductometric verification.

    In cheese and brewing operations, the dihydrate is used as E509 firming agent and calcium ion source, and the hydration water reduces gravimetric drift during batching. Cheese brine is typically prepared at 20–23% CaCl2, then dosed into milk at 0.02–0.05% by volume; rennet coagulation response is evaluated by a Formagraph or rotational viscometer before full production. Brewing water treatment adds the dihydrate to increase calcium ion concentration without sodium, with addition calculated by ion mass balance and verified by conductivity. In pharmaceutical electrolyte concentrates, the dihydrate is selected over anhydrous grade because the lower heat of solution reduces localized temperature rise during reconstitution. The material is incompatible with sulfate-containing concentrates unless calcium sulfate precipitation is controlled by solubility limits; it also attacks aluminum and zinc equipment in humid environments.