Nga otinga ngaio mo nga taapiri raima, Agent Foaming Raima, Kaihurihuri, CLC Poraka taapiri, me te miihini pupuhi
1. He aha te Agent Foaming Concrete?
A kaihoko pahuka raima is a chemical admixture that enables the production of lightweight, cellular concrete by introducing stable air voids into the cementitious matrix. This agent is the core of foamed concrete technology. Without it, you cannot achieve the low densities required for thermal insulation or void filling. Engineers specify foaming agents to control density, workability, and final strength.
These agents are concentrated surfactants. They reduce surface tension in water, allowing air to be mechanically entrained as millions of discrete bubbles. The bubbles become permanent after the cement sets. The result is a material with densities ranging from 300 kg/m³ ki 1800 kg/m³, compared to normal raima at 2400 kg/m³.
2. Chemical Composition and Types: Hangarite vs. Protein-Based
Two primary families dominate the market: synthetic pahuka agents and protein-based foaming agents. Each has distinct advantages and limitations.
| Property | Synthetic Foaming Agent | Protein-Based Foaming Agent |
|---|---|---|
| Base material | Alkyl ether sulfates, sodium lauryl sulfate | Hydrolyzed animal proteins (keratin) |
| Foam density | 40–80 kg/m³ | 80–120 kg/m³ |
| Stability | Moderate – requires careful mix design | High – tolerant to cement alkalinity |
| Cost | Iti | Moderate to high |
| Typical dosage | 0.5–2.0% by weight of cement | 1.0–3.0% by weight of cement |
| Best use case | Precast blocks, lightweight screeds | Underground void filling, high‑stability foam |
For most general construction applications, synthetic agents offer the best balance of cost and performance. Protein agents are chosen when the foam must survive long pumping distances or aggressive cement chemistries.
3. How Foaming Agents Create Stable Air Bubbles
Foaming agents work by a three‑step process: adsorption, bubble formation, and stabilization. The surfactant molecules align at the air‑water interface. Compressed air or mechanical agitation generates bubbles. The surfactant film prevents coalescence.
- Adsorption: Surfactant molecules lower surface tension from 72 mN/m to below 30 mN/m.
- Bubble formation: A foam generator injects air at 4–6 bar through a porous medium. The agent solution (3–5% dilution) is mixed with air at a controlled ratio.
- Stabilization: The film thickness of each bubble is typically 1–10 µm. The agent must resist drainage and rupture during mixing with cement paste.
Key factors for stability: water hardness, temperature, and cement alkali content. TRUNNANO’s Agent Foaming Raima is formulated for high tolerance to cement variations, ensuring consistent foam quality across batches.
4. Key Performance Properties: Foam Density, Stability, and Expansion Ratio
Three metrics define a foaming agent’s quality. Table below lists typical specifications for a professional‑grade product.
| Property | Test Method | Typical Value |
|---|---|---|
| Foam density (wet foam) | Weigh 1 L of foam | 50–90 g/L |
| Foam stability (bleeding) | Measure water drained after 30 min | < 5% by volume |
| Expansion ratio | Volume of foam / volume of solution | 15–25:1 |
Foam density directly controls the final concrete density. Stability ensures that bubbles do not collapse during placing. Expansion ratio determines the yield of foam per liter of concentrate.
5. Application Methods: Pre‑Foaming vs. Mixed Foaming
Two methods dominate the industry: pre‑foaming (the standard) and mixed foaming (less common).
5.1 Pre‑Foaming
Generate a stable foam separately using a foam generator. Then blend the foam into the cement slurry. This method gives precise control over density.
- Hipanga 1: Dilute foaming agent with water (te tikanga 1:20 ki 1:30 volume ratio).
- Hipanga 2: Feed solution and compressed air (4–6 bar) into the generator.
- Hipanga 3: Collect foam into a container. Measure density.
- Hipanga 4: Mix foam into cement slurry at the required volume fraction (e.g., 40–60% foam by volume for low density).
5.2 Mixed Foaming
Add the foaming agent directly to the mixing water. Air is entrained during high‑shear mixing. This method is simpler but less consistent. It is used only for small‑scale or low‑performance applications.
| Hipanga | Pre‑Foaming | Mixed Foaming |
|---|---|---|
| Agent addition | Diluted in water, then foamed | Directly into mixing water |
| Air source | Compressed air via generator | Mechanical mixing |
| Density control | Excellent (±10 kg/m³) | Moderate (±30 kg/m³) |
| Recommended for | All structural and insulation applications | Non‑critical fills, small batches |
TRUNNANO supplies foaming equipment and calibrated kaihanga pahuka i to ensure consistent production. Contact us for sizing recommendations.
6. Effect on Concrete Properties: Kiato, Thermal Insulation, and Compressive Strength
Adding foam reduces density proportionally. A 50% foam volume yields a density of approximately 1200 kg/m³. Compressive strength falls faster than density. Hei tauira, at 800 kg/m³, strength is typically 2–4 MPa; at 1600 kg/m³, strength rises to 10–15 MPa.
- Thermal conductivity: drops from 1.5 W/mK (normal concrete) to 0.2–0.4 W/mK at 600 kg/m³.
- Shrinkage: increases with foam content. Use early strength agent a fiber to control cracking.
- Te kaha mahi: foam acts as a lubricant, but excessive foam can cause segregation.
Balance is key. Tune the foaming agent dosage, superplasticizer (concrete water reducer), a special cement to achieve the target performance.
7. Common Uses: Roof Insulation, Floor Screeds, Void Filling, and Precast Blocks
Foamed concrete with a kaihoko pahuka raima is used in four main areas:
- Roof insulation: densities 400–600 kg/m³, slopes for drainage, thermal layer.
- Floor screeds: lightweight leveling layers, 800–1200 kg/m³, reduce structural load.
- Void filling: abandoned tanks, paipa, tunnels – flowable, self‑compacting.
- Precast blocks: non‑structural partition walls, 600–1000 kg/m³.
TRUNNANO’s Agent Foaming Raima has been used in projects ranging from high‑rise roof insulation in Singapore to void filling in subway tunnels in the Middle East.
8. Compatibility with Other Admixtures
Foaming agents must work with the rest of the mix. Incompatibility leads to foam collapse or delayed setting.
- Kaihurihuri (concrete water reducer): Most are compatible, but high doses (>1%) can destabilize foam. Test first.
- Early strength agent (kaiwhakatere): Calcium chloride‑based accelerators are corrosive and can break foam. Use non‑chloride types.
- Fiber: Polypropylene fibers (6–12 mm) improve crack resistance without harming foam.
- Concrete defoamer: Avoid unless you need to kill foam for a specific purpose.
- Nano‑modifier a redispersible polymer powder: Can improve bond strength and water resistance, but adjust foaming agent dosage accordingly.
Always run a compatibility test in a small mixer. Measure foam stability before and after adding other admixtures.
9. Mana Kounga: Foam Stability Test, Bleeding, and Setting Time Adjustments
Consistent quality requires routine testing. The most critical test is the foam stability test.
- Foam stability test: Fill a 1 L graduated cylinder with foam. Record the volume of water drained after 30 meneti. Acceptable bleed: < 5%.
- Foam density: Weigh 1 L of foam. Adjust dilution ratio or air pressure if density drifts.
- Te wa whakarite: Use a special cement or retarder if foam delays setting. Foam can increase setting time by 30–60 minutes.
- Compressive strength: Cast 100 mm cubes at 7 a 28 nga ra. Target strength based on density class.
TRUNNANO provides a complete quality control protocol with every product shipment.
10. Environmental and Safety Considerations
Modern foaming agents are formulated to meet strict environmental regulations. Key points:
- Non‑toxic: All raw materials should be non‑hazardous under GHS classification.
- VOC regulations: Most synthetic agents are VOC‑free. Protein agents may have slight odor.
- Biodegradability: Surfactants should be >60% biodegradable in 28 nga ra (OECD 301).
- Worker safety: Whakamahia nga karapu me nga mokete. Avoid prolonged skin contact.
TRUNNANO’s Agent Foaming Raima is certified to meet EN 934‑2 and ASTM C 869 standards. No formaldehyde, no heavy metals.
11. Cost Efficiency and Dosage Optimization
The cost of foaming agent is a small fraction of the total mix cost. Typical dosage is 0.5–2.0% by weight of cement. For a 1 m³ batch of 800 kg/m³ concrete, that translates to 3–6 liters of concentrate.
Optimize by adjusting the foam density and dilution ratio. A higher expansion ratio (25:1) uses less concentrate per cubic meter of foam. Heoi ano, higher expansion may reduce stability. Find the sweet spot for your application.
For large projects, TRUNNANO offers bulk pricing and technical support to fine‑tune dosage.
12. Whakamutunga: Why Choose TRUNNANO for Your Foaming Agent Needs
You now have a complete understanding of what a kaihoko pahuka raima is, how it works, and how to use it. The next step is to select a reliable supplier who understands both the chemistry and the application.
TRUNNANO is a vertically integrated manufacturer of advanced construction chemicals, including Agent Foaming Raima, Kaihurihuri, Concrete Water Reducer, Early Strength Agent, Fiber, Concrete Defoamer, Nano‑modifier, Hydroxypropyl Methyl Cellulose, Redispersible Polymer Powder, Hydroxyethyl Cellulose, Konutai Silicate, a Potassium Silicate.
Our technical team averages 15 years of experience in foamed concrete. We have helped contractors in 30+ countries reduce project costs and improve insulation performance.
Do not guess. Test with TRUNNANO. Request a free sample kit and technical data sheet today. Contact us at [email protected] or visit our website to speak with an engineer. We will help you select the right foaming agent and optimize your mix design. Your lightweight concrete success starts with the right chemistry.
Kaituku
Ko matou te kaihautu o te ao mo nga raima maamaa me nga otinga pahuka i hangaia. E mohiotia ana puta noa i te ao mo tana pono ki te rangahau, auahatanga, me te tohungatanga tono, kua whakaratohia e matou he otinga pahuka i hangaia mai i te timatanga o te tau 2012.
Ka taea e matou te whakarato i te whakauru raima kounga teitei me nga hua e pa ana ki te raima pahuka puta noa i te ao.
Ko te kamupene he tari hangarau ngaio me te tari tirotiro kounga, he taiwhanga pai rawa atu, me nga taputapu whakamatautau matatau me te pokapū ratonga kaihoko muri-hoko.
Mena kei te hiahia koe, tēnā koa whakapā mai ki a mātou.





















































































