The repair of mortar-based structures is critically important because mortar-based structures such as buildings, bridges, tunnels, highway and roads are inevitably degraded by deterioration or damage. To save expense during construction and to avoid traffic congestion during repair work, it is very important to reduce construction time as much as possible. In order to reduce construction time, therefore, the setting time of mortars has to be shortened. The mortars which have short setting times are called high early strength cement mortars. These high early strength cement mortars usually have a short working time of under 40 min and a compressive strength of over 24 MPa [1].During the winter, mortar-based structures such as tunnels, bridges and roads typically use geothermal heat or internal heaters to protect them from freezing [2]. To use a heat source efficiently, the heat-transfer properties of the mortars are important. However, mortars have low heat-transfer properties because mortars are generally nonconductors. Therefore, it is necessary to improve the heat-transfer properties of mortars [3][4][5][6][7].Carbon materials such as carbon fibers, carbon blacks, carbon nanotubes and graphites usually have high thermal conductivity [8][9][10]. Consequently, there have been a wide number of studies that have explored carbon material reinforced composites, or reinforced concretes, to improve their thermal conductivity and mechanical properties. In particular, carbon blacks and carbon fibers are usually used as an additive to improve thermal properties as well as strength properties [11][12][13][14].To prevent mortar-based structures from freezing in the winter, mortars have to transfer heat efficiently from the heat source, such as geothermal heat or internal heater. In this study, to improve the heat-transfer properties of mortars for repair work, the effect of carbon black and carbon fibers on the heat-transfer properties of high early strength cement mortars was investigated.High early strength cement (Jeong Woo Materials Co., Seoul, Korea) was used as a binder for the mortar. Sand was also used for the mortar, and its density and fineness modulus were 2.65 g/cm 3 and 2.70, respectively. Carbon black (Chezacarb AC-60; Unipetrol RPA, Litvinov, Czech Republic) and carbon fiber (T700SC; Toray Co., Tokyo, Japan) were used as an additive; the bulk density and specific surface area of the carbon black was 0.12 g/cm 3 and 800 m 2 /g, and the bulk density and tensile strength of the carbon fiber was 1.8 g/cm 3 and 3.70 GPa, respectively. Table 1 shows the composition (wt%) of the materials added to the mortar. The weight ratio of binder and sand was 1:3 and that of binder and water was 1:1. The additives were 2 wt% of the binder [15]. The mixing method for the mortar was conducted by the ISO 679 method. A mixture of cement and additive in water was mixed for 30 s at 140 ± 5 rpm, and followed by mixing with the added sand mixture under the same conditions. Then, the mixture, which included cement, additive, water and...