Regimen Curing Uap Pipa Beton: Protokol Termal 4 Tahap untuk Gorong-Gorong Kekuatan Tinggi
Kuasai periode tunda, laju pemanasan (15°C/jam), penahanan isotermal (65–70°C), dan laju pendinginan untuk mencegah retak mikro.

Curing uap mempercepat kekuatan tekan pipa beton untuk penanganan cepat. Ikuti jadwal termodinamika 4 tahap kami untuk mencapai kekuatan C35–C50 dalam 8 jam tanpa retakan mikro.
1. The Physics of Accelerated Steam Curing
In high-volume precast concrete pipe facilities, waiting 28 days for natural ambient curing before handling or dispatching products is economically impossible. Accelerated atmospheric steam curing (常压蒸汽养护) exposes fresh concrete to saturated steam (relative humidity ≥95%) at elevated temperatures, drastically accelerating calcium-silicate-hydrate (C-S-H) gel formation.
However, cement paste and steel pipe molds possess vastly different thermal expansion coefficients. Rapid, uncontrolled temperature rises cause the trapped water and air within the concrete pores to expand rapidly, rupturing the unformed cement matrix. A strictly monitored 4-stage temperature schedule is essential.
2. The 4-Stage Thermal Schedule in Detail
- 1. Preset Delay Period (静停阶段): The pipe remains inside the curing enclosure with all steam valves shut. This resting phase allows the cement to complete initial setting and develop an early skeletal threshold (penetration resistance ≥3.5 MPa) before thermal expansion begins.
- 2. Controlled Heating Period (升温阶段): Steam is introduced gradually. The rate of temperature increase must not exceed 15°C to 20°C per hour. Temperatures are recorded at 30-minute intervals across multiple sensors.
- 3. Constant Temperature Soaking Period (恒温阶段): Steam flow is modulated to keep chamber temperatures steady at 65°C to 75°C. Variations must be confined within ±5°C. In the event of a steam interruption, the soaking time is extended proportionately using a degree-hour compensation formula.
- 4. Controlled Cooling Period (降温阶段): Steam is closed off. The enclosure cools gradually at a rate not exceeding 15°C to 20°C per hour. When the doors or covers are opened, the temperature differential (ΔT) between the concrete pipe surface and ambient plant air must not exceed 40°C in summer or 30°C in winter.
3. Critical Time & Temperature Parameters
| Curing Stage | Duration (Summer) | Duration (Winter) | Target Temperature | Max Heating/Cooling Rate |
|---|---|---|---|---|
| Preset Delay (静停) | 1.5 – 2.0 hours | 2.0 – 2.5 hours | Ambient (20–25°C) | 0°C (Steam Off) |
| Ramp-Up (升温) | 2.0 – 2.5 hours | 2.5 – 3.0 hours | Rising to 65–75°C | ≤ 20°C / hour strictly |
| Soaking (恒温) | 3.5 – 4.5 hours | 4.0 – 5.5 hours | 65°C – 75°C (±5°C) | Constant hold |
| Cooling (降温) | 1.5 – 2.0 hours | 2.0 – 2.5 hours | Cooling to ≤45°C | ≤ 20°C / hour strictly |
| Total Cycle | 8.5 – 11.0 hours | 10.5 – 13.5 hours | Enables 2 turns / day | Full batch repeatability |
4. Common Curing Failures & Troubleshooting
- Thermal Crazing & Hairline Cracks: Caused by ramping temperatures too rapidly (>20°C/hr) or omitting the preset resting period. Solution: Enforce automatic motorized steam control valves.
- Surface Chalking / Friable Surface: Caused by dry steam or insufficient humidity (<90%). Steam must be saturated wet steam; maintain condensation on mold skins.
- Thermal Shock Fractures: Caused by opening curing doors abruptly into freezing winter air. Solution: Extend natural cooling until surface temperature is within 30°C of ambient.
5. Steam Boiler Sizing & Distribution Design
For a plant operating 2 suspension roller machines and 4 curing pits, a fully automated gas-fired or biomass steam boiler rated for 1.0 to 2.0 tons/hour at 0.7 MPa provides stable, clean saturated steam. Steam delivery headers must feature condensate drain traps and proportional control valves.
6. Demolding Strength Verification
Before lifting the mold to the stripping station, companion test cubes cured in the identical chamber must achieve a compressive strength ≥80% of design strength (typically ≥24–28 MPa). De-molding prematurely risks micro-crack development during crane transport.
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