Ultra High Performance Concrete (UHPC)


Ultra-high performance concrete (UHPC), based on a solid theoretical foundation, replaces coarse aggregates with fine aggregates such as quartz sand, adds mineral admixtures rich in volcanic ash activity such as fly ash and blast furnace slag, incorporates short-cut fine fibers and high-efficiency water reducers, minimizes internal pores and microcracks, and controls the water-binder ratio. Under high-temperature steam curing conditions, its compressive strength is not less than 150 MPa, and its flexural strength can reach up to 40 MPa, resulting in a new type of cement-based composite material with good toughness and excellent durability.

1. Overview of Ultra-High Performance Concrete Definition

Ultra-high performance concrete (UHPC), based on a solid theoretical foundation, replaces coarse aggregates with fine aggregates such as quartz sand, adds mineral admixtures rich in volcanic ash activity such as fly ash and blast furnace slag, adds short-cut fine fibers and high-efficiency water reducers, reduces pores and microcracks inside the material, controls the water-binder ratio, and achieves a compressive strength of not less than 150 MPa and a flexural strength of up to 40 MPa under high-temperature steam curing conditions, to obtain a new type of cement-based composite material with good toughness and excellent durability.

2. Performance Advantages of UHPC

Compared with ordinary concrete, UHPC has the following excellent properties:

(1) Ultra-high strength: UHPC has excellent mechanical properties, its compressive strength is generally not less than 150 MPa, and its flexural strength can reach 40 MPa, and there is no shrinkage phenomenon in the later stage.

(2) Excellent toughness: Compared with ordinary concrete, the fracture energy of steel fiber UHPC can reach 20000~40000 J/m2, the flexural strength is one order of magnitude higher, and the fracture energy is two orders of magnitude higher;

(3) Excellent durability: UHPC has a low water-binder ratio, a dense pore structure and a small porosity, giving it extremely low permeability, good corrosion resistance and excellent wear resistance;

(4) Adjustable shrinkage performance: Although the shrinkage of low water-binder ratio UHPC is greater than that of ordinary concrete, the shrinkage performance can be adjusted by adding appropriate mineral admixtures, fibers and admixtures, and the later shrinkage deformation of UHPC can be effectively reduced under the condition of heat curing;

(5) Good overall economy: Although the unit Price of UHPC is relatively high, especially for steel fiber UHPC, in actual engineering, the application of UHPC can not only reduce the amount of concrete used in components by nearly 2/3, but also improve the structural performance. The application of UHPC can also reduce the amount of reinforcement in structural components. Because of the good durability of UHPC, its service life can be longer. From the perspective of life-cycle cost, its Price is relatively economical.

3. Introduction of Non-Steam Curing Low Shrinkage UHPC Material

UHPC has ultra-high strength, ultra-high toughness and ultra-long durability, and has broad application prospects in bridge maintenance as a new generation of cement-based materials. However, in order to ensure its ultra-high mechanical properties and excellent durability, traditional UHPC requires high-temperature steam curing, and the shrinkage is relatively large, which cannot meet the actual needs of bridge maintenance in different situations. Therefore, the research and development of non-steam curing low shrinkage UHPC is extremely necessary.

(1) Basic Material Properties

Parameter

UC120

UC140

UC160

Compressive Strength/MPa

[120,140)

[140,160)

[160,180)

Axial Compressive Strength/MPa

≥95

≥105

≥120

Flexural Strength/MPa

≥24

≥27

≥30

Tensile Strength/MPa

≥7

≥8

≥9

Elastic Modulus/GPa

≥43

≥47

≥49

Total Curve Shrinkage (μm/m)

≤600

≤650

≤700

Impermeability

≥P12

Freeze-thaw Resistance

≥F800

(2) Application Scenarios

UHPC prefabricated assembled new bridges: energy saving and environmental protection; reduce structural self-weight; improve structural durability and bearing capacity

Prefabricated assembled new bridges

UHPC wet joints: save time; improve performance; no welding

Wet joint connection

  UHPC bridge deck paving: ultra-thin overlay; improve bridge stiffness; improve structural fatigue performance

Bridge deck paving

1. Introduction of Early Strength UHPC Material

Bridge maintenance usually requires minimizing the impact on existing traffic, and can only be carried out without closure or partial closure of traffic, such as closing a certain lane within a limited time. Therefore, the maintenance time is very demanding, which also puts forward high requirements for the rapid development of the performance of maintenance materials. The development of concrete that can reach the design strength required for maintenance in a short time has a strong engineering background and needs, such as the replacement of expansion joint concrete. At the same time, not only the compressive strength of maintenance and repair concrete needs to be considered, but also its bonding and crack resistance are key indicators, and fiber reinforcement technology is worth noting. This product uses sulfoaluminate cement combined with ordinary Portland cement to prepare easy-to-construct early-strength repair UHPC with excellent workability, fast setting time, and excellent performance.

(1) Basic Material Properties

Parameter

Age

Performance Indicators

Slump

Initial

≥260mm

Compressive Strength

3h

≥32MPa

28d

≥100MPa

Flexural Strength

3h

≥7.5MPa

28d

≥20MPa

Initial Setting Time

40~60min

Final Setting Time

90~120min

Construction Requirements

Pump able

Curing Requirements

Normal temperature water spraying curing

(2) Application Scenarios

Repair and reinforcement: fast traffic opening; improve structural bearing capacity; reliable reinforcement performance

UHPC bridge deck repair drawings

UHPC pier repair

1. Construction Process and Precautions

(1) Mixing

UHPC material mixing should strictly follow the construction mix ratio requirements for accurate weighing, using a planetary or horizontal shaft forced mixer to mix the concrete.

(2) Pouring

Concrete with workability meeting the design requirements, the mold temperature is generally controlled at 5~30℃; pouring is layered continuous pouring, the gap time should not exceed 1.5h, and construction joints should not be placed arbitrarily.

(3) Vibration

Use an immersion vibrator to vibrate the poured concrete. When vibrating, avoid colliding with the formwork, steel bars, and embedded parts.

(4) Maintenance

To be closer to actual engineering applications, the maintenance method will primarily use mold maintenance, supplemented by watering maintenance, keeping the concrete surface moist, and the maintenance time is one week.


Key words:

Ultra High Performance Concrete (UHPC)

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