Engineering Properties of Colorful Mortar with Inorganic Color Paste

: Color cement directly exposes the surface of a concrete building through concrete materials or adding color additives and other technologies to achieve a special aesthetic effect of the overall building’s appearance. The multifunctionality of materials is paid increasing attention with time. This study uses additional 5%, 10% and 15% inorganic color paste and 20% polyacrylic emulsion to colorize mortar, and discusses the fresh properties (slump, slump ﬂow), hardened properties (compressive strength, ﬂexural strength, tensile strength and ultrasonic pulse velocity and durability (surface resistivity, thermal conductivity and length change) of mortar. The results show that the slump and slump ﬂow increase with the content of inorganic color paste; the slump ﬂow is larger than the control group and larger than 25 cm, meaning the inorganic color paste can effectively enhance the workability of mortar. The compressive strength, ﬂexural strength and tensile strength decrease as the inorganic color paste increases. The addition of 5% inorganic color paste still maintains certain engineering properties. The addition of polyacrylic emulsion can improve the tensile strength of mortar, which is higher than the control group. The ultrasonic pulse velocity is a little different from compressive strength, but they have similar trends, and it is higher than 3500 m/s. The durability decreases as the inorganic color paste and polyacrylic emulsion increase, meaning the content of inorganic color paste has relatively signiﬁcant inﬂuence. The surface resistivity at the age of 7 days was higher than 20 k Ω -cm. The ﬁndings show that different contents of inorganic color paste and 20% polyacrylic emulsion have different degrees of inﬂuence on the engineering properties of colorful mortar. When the of inorganic color paste 15%, the ultrasonic pulse velocity at the age 3 days is 3376.67~3632.67 m/s, that at the age of 28 days is 3700~3949 m/s, the growth of ultrasonic pulse velocity during the age of 3 to 28 days is 3.22~8.27%, the ultrasonic pulse velocity at the age of 120 days is 3750~4167 m/s, and the growth of ultrasonic pulse velocity during the age of 28 to 120 days is 2.74~7.49%. The results show that the ultrasonic pulse velocity increases with age, and the ultrasonic pulse velocities of various colors and various contents at various ages are lower than the control group. This may because there are bubbles formed when the polyacrylic emulsion is being mixed with mortar and the air cannot be discharged effectively during compacting, resulting in a lower ultrasonic pulse velocity than the control group. A certain compressive strength can be provided after the polyacrylic emulsion is hardened, and the hydration product cannot effectively ﬁll the pores, so that the ultrasonic pulse velocity is lower than the control group.


Introduction
Over time, many urban houses do not conform to current seismic resistance, pipeline or fire codes. In order to meet safety standards and prolong buildings' service life, the old buildings shall be renovated [1]. Therefore, the city plans are updated in many places, the urban function can be increased, the inhabited environment can be improved, the public interest can be increased, the city is beautified and the building's service life is prolonged [2]. The construction industry is deeply correlated with Taiwan's economic development. Manpower shortage has been a problem in Taiwan through the ages, and as the construction industry is a highly labor-intensive industry, the labor shortage heavily damages the industry [3]. Improving the external wall construction material can enhance building esthetics and reduce the construction steps, so as to reduce the manpower demand.
Color cement directly exposes the architectural or structural surface of concrete buildings through special concrete materials (or adding color additives), formwork, pouring, and maintenance technology to achieve a special aesthetic effect of the overall architectural appearance. Because of the strong color cement decorative mortar, substrate adhesion is very suitable for the surface decoration of various substrates. In addition, the colored

Research Materials
The materials used in the color mortar in this study are cement, inorganic color paste, polyacrylic emulsion and fine aggregate. The test materials are as follows: (1) Cement: In this study, general cement made by the Taiwan Cement Corp. (Taipei, Taiwan) is tested, which is Type I ordinary Portland cement according to ASTM C150 [10]. The specific gravity is about 3.15, as shown in Figure 1. ing, and maintenance technology to achieve a special aesthetic effect of the overall architectural appearance. Because of the strong color cement decorative mortar, substrate adhesion is very suitable for the surface decoration of various substrates. In addition, the colored cement decorative mortar has a rich color and changeable texture. It can be widely used in the exterior walls of houses, villas, office buildings, hospitals, factories and other buildings. It also has the various properties of structural concrete and good color durability [4]; however, there are unsatisfactory places in the application of colored cement decorative mortar; the most common one is easy frosting [5,6]. In addition, due to the batch stability of raw materials, the amount of water added during construction, and the construction environment, may cause the appearance of color difference. The color difference of colored cement decorative mortar is also an important research topic [7]. Colorful mortar is mixed with inorganic pigments and polyacrylic emulsion. The pigments include inorganic pigment, organic pigment and synthetic pigment [8]. Organic pigment is likely to fade under the effect of UV, high temperature or rainwater, and it shall not be mixed with mortar. Iron oxide pigment has good color ability, it is very common on the market, and its properties meet the requirements of this study, so this study uses iron oxide pigment to strengthen the color of mortar. Iron oxide pigment has been extensively used for producing coatings, plastics, rubber, ceramics, paper, ink, art pigments, industrial chemicals, animal feed, cosmetics and magnetic recording materials. Oxide pigment is used for producing anti-corrosive primer in paint industry, used as the colorant for such rubber goods as tires and triangular belts in rubber industry, and mixed with cement to manufacture artificial marble, terrazzo floor, imitation glazed tiles and mosaic tiles. Additionally, iron oxide pigment is usually used as the colorant and filling agent for asbestos, man-made leather and leather [1]. The mortar mixed with polyacrylic emulsion, which is a white emulsion-like aqueous material, forms a colloid-like interface after reaction, enhancing the mechanical properties of mortar, including impermeability and wear resistance [9]. This effect can reduce the construction procedure of external rendering layer, so as to reduce the manpower demand. This study uses 5%, 10% and 15% inorganic color pastes and 20% polyacrylic emulsion to colorize mortar, hoping to obtain an appropriate mix proportion, and to achieve workability, durability, safety, ecology, economy and esthetic appearance of works.

Research Materials
The materials used in the color mortar in this study are cement, inorganic color paste, polyacrylic emulsion and fine aggregate. The test materials are as follows: (1) Cement: In this study, general cement made by the Taiwan Cement Corp. (Taipei, Taiwan) is tested, which is Type I ordinary Portland cement according to ASTM C150 [10]. The specific gravity is about 3.15, as shown in Figure 1.  (2) Mixing water: meeting the ASTM C1602 [11] mixing water standard specification.
(3) Polyacrylic emulsion: provided by Fushibao Material Technology Co., Ltd. (Taipei, Taiwan), as shown in Figure 1. The basic properties are shown in Table 1.

Test Items and Methods
The main test items in this study include slump, slump flow, compressive strength, flexural strength, tensile strength, ultrasonic pulse velocity, surface resistivity, thermal conductivity and length change. The test specifications are described below.

Test Items and Methods
The main test items in this study include slump, slump flow, compressive strength, flexural strength, tensile strength, ultrasonic pulse velocity, surface resistivity, thermal conductivity and length change. The test specifications are described below.
(1) Slump: tested referring to ASTM C143 [13]. A minislump cone is used to perform three tests, and the average is taken to judge the slump of the mortar. (2) Slump flow: tested according to ASTM C230 [14], aiming to determine the standard flow value of mortar. The test must be measured four times after 25 drops, and the average of the four measurements is the slump flow value of the sample. (3) Compressive strength: 342 pieces of 5 cm × 5 cm × 5 cm test cube poured according to ASTM C109 [15]. (4) Flexural strength: 342 pieces of 4 cm × 4 cm × 16 cm cuboid specimen poured according to ASTM C348 [16], so as to analyze the flexural resistance of different mortars. (5) Tensile strength: 342 pieces of splayed specimen poured according to ASTM C190 [17]. (6) Ultrasonic pulse velocity: measured by using two probes to contact the specimen surface according to ASTM C597 [18]. The transmitter sound pulse is transferred into the specimen, and the pulse transmission time is measured to calculate the pulse velocity of ultrasound in the specimen. (7) Surface resistivity: measured according to ASTM C876 [19]. It can be regarded as an indirect index of the internal porosity and connectivity of mortar. The higher the resistivity is, the less surface current flows through the specimen, representing higher compactness and better durability of the specimen. (8) Thermal conductivity: calculated from the correlation between specimen temperature difference and time variation according to ASTM E1225 [20]. Higher conductivity coefficient represents lower porosity of the specimen and better compactness, but a weaker thermal insulation effect. (9) Length changes at different ages: measured according to ASTM C157 [21] to judge the volume stability of mortar.

Test Variables and Mix Proportions
In this test, three specimens are used for each age and ratio, and 342 specimens are used for the Compressive, Flexural and Tensile strength. The test variables are listed below, and the mix proportions are shown in Table 3.

Results and Discussion
(1) Slump As shown in Figure 3, the slump value of the control group mortar without inorganic color paste is 0.1 cm, and the slump values of the colorful mortar with different color contents are higher than 8 cm; thus, the effect of inorganic color paste on the slump is relatively obvious. The composition of dispersant in the inorganic color paste is similar to the composition of a water-reducing agent and the water content and dispersant content in different color pastes are unclear, so the colorful mortar with inorganic color paste has higher slump. When the content of inorganic color paste increases from 5% to 10%, the slump growth rates of yellow, green, white, red, blue and black are 2.9, 5.0, 10.0, 10.5, 14.3, and 18.2%. When the substitution amount increases from 10% to 15%, the slump growth rates increase from 5% to 10%, meaning 5% to 10% have a relatively obvious growth rate; this may because the influence of dispersant content in the inorganic color paste on the mortar has been maximized, and thus the increase in content has no obvious help. Therefore, the growth amplitude is small when the content is 15%, and the black inorganic color paste has the most obvious effect on slump value among various colors, the yellow inorganic color paste has insignificant influence on slump, and overall the inorganic color paste can increase mortar slump, contributing to the workability of mortar.  (2) Slump flow As shown in Figure 4, the slump flow of the control group is 11.5 cm, and the slump flows of colorful mortars with 5%, 10% and 15% red inorganic color pastes are 26.8, 26.9 and 27.2 cm, meaning the slump flow increases with content. When the content of inorganic color paste is 10%, the slump flows of the colorful mortars in different colors (red, yellow, green, blue, white, and black) are 26.9, 28.4, 25.5, 26.8, 26.6 and 28.5 cm, respectively. The slump flows of various colors are larger than the control group and larger than 25 cm, meaning the inorganic color paste can effectively enhance the workability of mortar. As the slump flows in this test are larger than the upper limit 25 cm of the test instrument, a concrete slump plate is fixed above the instrument to enlarge the data measuring area.  (2) Slump flow As shown in Figure 4, the slump flow of the control group is 11.5 cm, and the slump flows of colorful mortars with 5%, 10% and 15% red inorganic color pastes are 26.8, 26.9 and 27.2 cm, meaning the slump flow increases with content. When the content of inorganic color paste is 10%, the slump flows of the colorful mortars in different colors (red, yellow, green, blue, white, and black) are 26.9, 28.4, 25.5, 26.8, 26.6 and 28.5 cm, respectively. The slump flows of various colors are larger than the control group and larger than 25 cm, Appl. Sci. 2021, 11, 6297 6 of 14 meaning the inorganic color paste can effectively enhance the workability of mortar. As the slump flows in this test are larger than the upper limit 25 cm of the test instrument, a concrete slump plate is fixed above the instrument to enlarge the data measuring area.
As shown in Figure 4, the slump flow of the control group is 11.5 cm, and the slump flows of colorful mortars with 5%, 10% and 15% red inorganic color pastes are 26.8, 26.9 and 27.2 cm, meaning the slump flow increases with content. When the content of inorganic color paste is 10%, the slump flows of the colorful mortars in different colors (red, yellow, green, blue, white, and black) are 26.9, 28.4, 25.5, 26.8, 26.6 and 28.5 cm, respectively. The slump flows of various colors are larger than the control group and larger than 25 cm, meaning the inorganic color paste can effectively enhance the workability of mortar. As the slump flows in this test are larger than the upper limit 25 cm of the test instrument, a concrete slump plate is fixed above the instrument to enlarge the data measuring area.   (3) Compressive strength As shown in Table 4 and Figure 5, the compressive strength of mortar increases with age. The compressive strengths of the control group mortar at the ages of 3 days 28 days and 120 days are 33.81, 38.57 and 41.2 MPa. The growth of compressive strength during the age of 3 to 28 days is about 12.34%, and the growth during the age of 28 to 120 days is about 6.82%. The compressive strengths of colorful mortar with 10% red inorganic color paste on Day 3, Day 28 and Day 120 are 15.97, 26.75 and 38.36 MPa. The compressive strengths of colorful mortar with 10% yellow inorganic color paste on Day 3, Day 28 and Day 120 are 15.81, 33.54 and 40.92 MPa. The compressive strengths of colorful mortar with 15% black inorganic color paste on Day 3, Day 28 and Day 120 are 14.68, 30.68 and 39.09 MPa. The growth of compressive strength during the age of 3 days to 28 days is 40.3-52.86% and the growth during the age of 28 days to 120 days is 22-43.4%; there is significant growth compared to the control group. This may because the addition of inorganic color paste results in excessive mixing water, the porosity in the specimen is increased, the compressive strength decreases at a short age, and the compressive strength increases with age due to cement hydration and polyacrylic emulsion hardening [22].
At the age of 28 days, the compressive strengths of color cement with 5%, 10% and 15% red inorganic color pastes are 31.14, 26.75 and 23.21 MPa, the compressive strengths of color cement with yellow inorganic color paste are 34.31, 33.54 and 33.15 MPa, the compressive strengths of black inorganic color paste are 31.74, 30.68 and 29.08 MPa. The results show that the compressive strengths of the three inorganic color pastes decrease as the content increases. The compressive strength of mortar with 5% inorganic color paste is close to the control group, and the yellow inorganic color paste is the closest to the control group. The 5% inorganic color paste has less effect on the compressive strength of mortar, the contents 10% and 15% have relatively significant effect. It is because higher content of inorganic color paste influences the water-cement ratio more significantly.  As shown in Figure 6, the flexural strength of colorful mortar increases with age. At the age of 28 days, when the content of inorganic color paste increases from 5% to 15%, the flexural strength decreases from 10.3-13.0 MPa to 8.9-11.5 MPa, meaning the addition of inorganic color paste can influence the flexural strength of mortar. When the content of inorganic color paste is 5%, the flexural strength of colorful mortar is higher than the control group by 0.6-1.1 MPa at the age of 56 days; that of blue inorganic color paste is lower than the control group by 0.2-4.2 MPa at all ages, meaning the blue inorganic color paste has relatively significant influence on flexural strength. As the content of inorganic color paste increases to 15%, the flexural strength of colorful mortar other than white inorganic color paste only approaches the control group, while the flexural strength of white inorganic color paste is higher than the control group by 0.1 MPa at the age of 120 days, meaning the content 15% of inorganic color paste has relatively significant influence on flexural strength, and the white inorganic color paste can effectively enhance flexural strength at a late age. The addition of polyacrylic emulsion to colorful mortar can effectively enhance the flexural strength, and the property is better than compressive strength.
Appl. Sci. 2021, 11, x FOR PEER REVIEW  The results show that the tensile strengths ious contents and various colors at the age of 120 days are higher than the control and the tensile strength of colorful mortar from the age of 28 days to the age of 1 (excluding various contents of red inorganic color paste and 15% black inorgan The results show that the tensile strengths of various contents and various colors at the age of 120 days are higher than the control group, and the tensile strength of colorful mortar from the age of 28 days to the age of 120 days (excluding various contents of red inorganic color paste and 15% black inorganic color paste) is lower than the control group, meaning the mortar has better tensile strength at the age of 28 days. This may because the polyacrylic emulsion can improve the tensile property of mortar.  Table 5 and Figure 8, the ultrasonic pulse velocity of the co at the age of 3 days is 4037 m/s, at the age of 28 days is 4413 m/s, and the grow sonic pulse velocity of the control group during the age of 3 to 28 days is abou ultrasonic pulse velocity at the age of 120 days is 4479 m/s, and the growth o pulse velocity of the control group during the age of 28 to 120 days is about 1 the content of inorganic color paste is 5%, the ultrasonic pulse velocity at the a is 3533~3799 m/s, that at the age of 28 days is 3770~4010 m/s, that at the age o 3917~4313 m/s, and the growth of ultrasonic pulse velocity during the age of is 5.52~11.67%, while that during the age of 28 to 120 days is 2.22~6.74%. When of inorganic color paste is 15%, the ultrasonic pulse velocity at the age o 3376.67~3632.67 m/s, that at the age of 28 days is 3700~3949 m/s, the growth o pulse velocity during the age of 3 to 28 days is 3.22~8.27%, the ultrasonic puls the age of 120 days is 3750~4167 m/s, and the growth of ultrasonic pulse velo the age of 28 to 120 days is 2.74~7.49%. The results show that the ultrasonic pu increases with age, and the ultrasonic pulse velocities of various colors and v tents at various ages are lower than the control group. This may because there formed when the polyacrylic emulsion is being mixed with mortar and the a discharged effectively during compacting, resulting in a lower ultrasonic pu than the control group. A certain compressive strength can be provided aft acrylic emulsion is hardened, and the hydration product cannot effectively fi (6) Ultrasonic pulse velocity As shown in Table 5 and Figure 8, the ultrasonic pulse velocity of the control group at the age of 3 days is 4037 m/s, at the age of 28 days is 4413 m/s, and the growth of ultrasonic pulse velocity of the control group during the age of 3 to 28 days is about 8.53%. The ultrasonic pulse velocity at the age of 120 days is 4479 m/s, and the growth of ultrasonic pulse velocity of the control group during the age of 28 to 120 days is about 1.49%. When the content of inorganic color paste is 5%, the ultrasonic pulse velocity at the age of 3 days is 3533~3799 m/s, that at the age of 28 days is 3770~4010 m/s, that at the age of 120 days is 3917~4313 m/s, and the growth of ultrasonic pulse velocity during the age of 3 to 28 days is 5.52~11.67%, while that during the age of 28 to 120 days is 2.22~6.74%. When the content of inorganic color paste is 15%, the ultrasonic pulse velocity at the age of 3 days is 3376.67~3632.67 m/s, that at the age of 28 days is 3700~3949 m/s, the growth of ultrasonic pulse velocity during the age of 3 to 28 days is 3.22~8.27%, the ultrasonic pulse velocity at the age of 120 days is 3750~4167 m/s, and the growth of ultrasonic pulse velocity during the age of 28 to 120 days is 2.74~7.49%. The results show that the ultrasonic pulse velocity increases with age, and the ultrasonic pulse velocities of various colors and various contents at various ages are lower than the control group. This may because there are bubbles formed when the polyacrylic emulsion is being mixed with mortar and the air cannot be discharged effectively during compacting, resulting in a lower ultrasonic pulse velocity than the control group. A certain compressive strength can be provided after the polyacrylic emulsion is hardened, and the hydration product cannot effectively fill the pores, so that the ultrasonic pulse velocity is lower than the control group.  Control  0  0  4037  4307  4414  4465  4468   Red  20   5  3660  4004  4046  4067  4147  10  3635  3979  4004  4024  4088  15  3633  3917  3949  4004  4023   Yellow  20   5  3799  4035  4147  4172  4266  10  3754  3979  4010  4100  4167  15  3615  3901  3941  3949  3979   Green  20   5  3660  3827  3920  3949  3992  10  3571  3717  3827  3846  3930   As shown in Figure 9, the surface resistivities of the control group at differ days, 28 days and 120 days) are 25, 45 and 99 kΩ-cm. When the content of inorg paste is 5% at the age of 28 days, the surface resistivities of colors are 30~51 kΩthe content is 10% at the age of 28 days, the surface resistivities of colors are 28~ As shown in Figure 9, the surface resistivities of the control group at different ages (3 days, 28 days and 120 days) are 25, 45 and 99 kΩ-cm. When the content of inorganic color paste is 5% at the age of 28 days, the surface resistivities of colors are 30~51 kΩcm. When the content is 10% at the age of 28 days, the surface resistivities of colors are 28~49 kΩ-cm. When the content is 15% at the age of 28 days, the surface resistivities of colors are 25~47 kΩ-cm. When the content of inorganic color paste is 5% at the age of 120 days, the surface resistivities of colors are 91~99 kΩ-cm. When the content is 10% at the age of 120 days, the surface resistivities of colors are 70~91 kΩ-cm. When the content is 15% at the age of 120 days, the surface resistivities of colors are 60~90 kΩ-cm. The higher the surface resistivity is, the higher is the resistance to the migration of ions on the specimen surface, and the invasion of adverse ions is more difficult. Therefore, if the surface resistivity is higher than 20 kΩ-cm, it means that the specimen has good compactness [23,24]. The surface resistivity of all variables at the age of 7 days is higher than 20 kΩ-cm in this study, meaning the specimens have good surface compactness.
l. Sci. 2021, 11, x FOR PEER REVIEW When the content is 15% at the age of 28 days, the surface resistivities of kΩ-cm. When the content of inorganic color paste is 5% at the age of 120 d resistivities of colors are 91~99 kΩ-cm. When the content is 10% at the age surface resistivities of colors are 70~91 kΩ-cm. When the content is 15% a days, the surface resistivities of colors are 60 ~90 kΩ-cm. The higher the su is, the higher is the resistance to the migration of ions on the specimen s invasion of adverse ions is more difficult. Therefore, if the surface resistivi 20 kΩ-cm, it means that the specimen has good compactness [23,24]. The ity of all variables at the age of 7 days is higher than 20 kΩ-cm in this stud specimens have good surface compactness. As shown in Figure 10, the thermal conductivities of the control grou 3 days, 28 days and 120 days are 2.3763, 3.0935 and 3.7238 W/m·K. Whe inorganic color paste is 5% at the age of 3 days, the thermal conductivity W/m·K, that at the age of 28 days is 2.1275~2.8196 W/m·K, and that at the is 2.8784~3.2633 W/m·K. When the content of inorganic color paste is 1 conductivities at the ages of 3 days, 28 days and 120 days are 1.4074 1.8413~2.3207 W/m·K and 2.2758~2.9567 W/m·K. When the content of paste is 15% at the age of 3 days, the thermal conductivity is 1.0044~1.5222 the age of 28 days is 1.4945~1.8162 W/m·K, and that at the age of 120 days W/m·K. The results show that the thermal conductivity of colorful mort contents at various ages is lower than the control group. As the thermal c creases as the porosity increases, the polyacrylic emulsion forms many As shown in Figure 10, the thermal conductivities of the control group at the ages of 3 days, 28 days and 120 days are 2.3763, 3.0935 and 3.7238 W/m·K. When the content of inorganic color paste is 5% at the age of 3 days, the thermal conductivity is 1.5806~2.0724 W/m·K, that at the age of 28 days is 2.1275~2.8196 W/m·K, and that at the age of 120 days is 2.8784~3.2633 W/m·K. When the content of inorganic color paste is 10%, the thermal conductivities at the ages of 3 days, 28 days and 120 days are 1.4074~1.8395 W/m·K, 1.8413~2.3207 W/m·K and 2.2758~2.9567 W/m·K. When the content of inorganic color paste is 15% at the age of 3 days, the thermal conductivity is 1.0044~1.5222 W/m·K, that at the age of 28 days is 1.4945~1.8162 W/m·K, and that at the age of 120 days is 2.0258~2.7202 W/m·K. The results show that the thermal conductivity of colorful mortar with various contents at various ages is lower than the control group. As the thermal conductivity decreases as the porosity increases, the polyacrylic emulsion forms manybubbles during mixing, forming many pores in the specimen, and the thermal conductivity decreases. As the colorful mortar hydration becomes completed, the inter-nal compactness of each specimen increases, so that the thermal conductivity increases with age.  Figure 11, the length changes of the control group at the 28 days and 120 days are −0.0451, −0.1001% and −0.1299%. When the conte color paste is 5% at the age of 120 days, the length changes of colors (red blue, white, and black) are −0.0931, −0.3724, −0.0814, −0.0407, −0.0417 and − the content of inorganic color paste is 15% at the age of 120 days, the len colors (red, yellow, green, blue, white, and black) are −0.1313, −0.7207, − −0.1918 and −0.3542%. The results show that, when the content of inorgan 15%, the length is shortened obviously, and the content of yellow inorga has relatively significant dry shrinkage; this may because the content influe cement ratio. (9) Length change As shown in Figure 11, the length changes of the control group at the ages of 3 days, 28 days and 120 days are −0.0451, −0.1001% and −0.1299%. When the content of inorganic color paste is 5% at the age of 120 days, the length changes of colors (red, yellow, green, blue, white, and black) are −0.0931, −0.3724, −0.0814, −0.0407, −0.0417 and −0.0548%. When the content of inorganic color paste is 15% at the age of 120 days, the length changes of colors (red, yellow, green, blue, white, and black) are −0.1313, −0.7207, −0.1940, −0.0776, −0.1918 and −0.3542%. The results show that, when the content of inorganic color paste is 15%, the length is shortened obviously, and the content of yellow inorganic color paste has relatively significant dry shrinkage; this may because the content influences the water-cement ratio. colors (red, yellow, green, blue, white, and black) are −0.1313, −0.7207, −0.1 −0.1918 and −0.3542%. The results show that, when the content of inorganic 15%, the length is shortened obviously, and the content of yellow inorgan has relatively significant dry shrinkage; this may because the content influenc cement ratio.

1.
The slump and slump flow increase with the content of inorganic color paste. The black inorganic color paste has the best fresh properties, the yellow inorganic color paste takes second place, and the other colors have insignificant differences.

2.
The compressive strength decreases as the content of inorganic color paste increases, meaning a high content of inorganic color paste has negative influence on hardened properties. The addition of polyacrylic emulsion can reduce the specimen compactness, and the hardened properties degrade accordingly. The yellow inorganic color paste is the most effective on compressive strength; the compressive strength exceeds the control group when the content is 5%. The green inorganic color paste is the least effective on compressive strength.

3.
The flexural strength and tensile strength decrease as the content of inorganic color paste increases. The polyacrylic emulsion can improve the flexural strength and tensile strength of mortar. The strengths increase at later ages, and even exceed the control group.

4.
The ultrasonic pulse velocity increases with age. The ultrasonic pulse velocity of colorful mortar with inorganic color paste is lower than the control group. Because the polyacrylic emulsion reduces the specimen compactness, the ultrasonic pulse velocity is lower than 4400 m/s. The content 5% of yellow inorganic color paste has the highest ultrasonic pulse velocity (4321.33 m/s), the content 15% of green inorganic color paste has the lowest ultrasonic pulse velocity (3750.33 m/s).

5.
The resistivity decreases as the content of inorganic color paste increases. The trend of resistivity is different from the ultrasonic pulse velocity at late age. As the specimen shall be wet in quadrupole-type resistance measurement, the curing environment of this experiment is atmosphere, the specimen is too dry, and the measured resistivity is too high. 6.
The thermal conductivity and length change decrease as the content of inorganic color paste increases. The addition of polyacrylic emulsion results in pores in the specimen, so that the thermal conductivity decreases. Various colors have insignificant