Study on the Modification of Sulphoaluminate-ordinary Portland Cement-based Materials by Silica Fume Content

Study on the Modification of Sulphoaluminate-ordinary Portland Cement-based Materials by Silica Fume Content | Research Square window.SnipcartSettings = { analytics: { enabled: false } }; (function() { var accessVector = localStorage.getItem('access_vector') || ''; window.dataLayer = window.dataLayer || []; if (accessVector) { window.dataLayer.push({ user: { profile: { profileInfo: { snid: accessVector } } } }); } })(); (function(w,d,s,l,i){w[l]=w[l]||[];w[l].push({'gtm.start':new Date().getTime(),event:'gtm.js'});var f=d.getElementsByTagName(s)[0],j=d.createElement(s),dl=l!='dataLayer'?'&l='+l:'';j.async=true;j.src='https://www.googletagmanager.com/gtm.js?id='+i+dl;f.parentNode.insertBefore(j,f);})(window,document,'script','dataLayer','GTM-K279D39R'); Browse Preprints In Review Journals COVID-19 Preprints AJE Video Bytes Research Tools Research Promotion AJE Professional Editing AJE Rubriq About Preprint Platform In Review Editorial Policies Our Team Advisory Board Help Center Sign In Submit a Preprint Cite Share Download PDF Research Article Study on the Modification of Sulphoaluminate-ordinary Portland Cement-based Materials by Silica Fume Content SHAO Fangjie, CAO Wanzhi This is a preprint; it has not been peer reviewed by a journal. https://doi.org/ 10.21203/rs.3.rs-6628055/v1 This work is licensed under a CC BY 4.0 License Status: Posted Version 1 posted You are reading this latest preprint version Abstract The water demand of the composite cement increased and the setting time was prolonged by adding silica fume to the sulphoaluminate cement with large amount of ordinary Portland cement.When the silica fume content was 6%,the dry shrinkage rate of the composite cement mortar reached the minimum value of 0.0403% at 60 days.The appropriate amount of silica fume can improve the strength and carbonation resistance of cement mortar in the middle and late stages,and the addition of 4% silica fume has the best effect on the freeze-thaw resistance of mortar.The hydration mechanism of composite cement system with silica fume was analyzed by means of micro-test from the degree of cement hydration and the micro-morphology of hydration products. sulphoaluminate cement mechanical properties freeze-thaw resistance hydration mechanism Figures Figure 1 Figure 2 Figure 3 Figure 4 Figure 5 Figure 6 Figure 7 Figure 8 Introduction Through the previous literature and experimental research,we can conclude that the setting time of the composite cement system is shorter than that of pure L·SAC or pure P·O when 5%~50% ordinary Portland cement is added to the sulphoaluminate cement.With the different ratio of the two kinds of cement,the setting time is the shortest when the ordinary silicate cement accounts for half [1] .The strength performance of the composite cement is related to the ratio of the two kinds of cement.Our preliminary test found that when the ordinary Portland cement is in the narrow range of about 40%±5%,the composite cementitious system still shows obvious early strength,fast hardening and low shrinkage performance.The volume stability meets the technical requirements of the production of new wall materials,and the improvement effect on the later performance is better.Through the previous experimental study,it can be seen that when the content of ordinary Portland cement accounts for 40% of the cementitious material,the physical performance indexes and durability indexes meet the requirements of the actual project.In this paper,through the study of ordinary Portland cement and silica fume,the best admixture ratio is determined,and the sulphoaluminate cement-based composite cementitious material with good basic physical properties and durability is prepared.The performance of the binary system after adding sulphoaluminate cement is analyzed and the mechanism of action is studied. Experimental Materials and Methods 1.1 Experimental materials The cement used in the test was taken from the 'Qilian Shan' brand 42.5 ordinary Portland cement(P·O) produced in Gansu Province.The fast hardening cement used in the paper is 42.5 grade low alkalinity sulphoaluminate cement(L·SAC) produced in Zhengzhou,Henan Province.The sulphoaluminate cement is mainly composed of anhydrous calcium sulphoaluminate,dicalcium silicate and iron phase.The chemical composition (mass fraction) of the two cements is shown in Table 1. Table 1 Chemical composition of cement Cement Chemical composition/wt% CaO SiO 2 Al 2 O 3 Fe 2 O 3 SO 3 MgO Na 2 O K 2 O Loss L·SAC 44.63 6.84 31.28 1.65 8.64 1.36 0.76 0.3 4.54 P·O 51.86 23.68 6.32 3.51 4.48 0.86 0.5 1.6 7.2 The fine aggregate is ISO standard sand,and its related parameters are shown in Table 2. Table 2 Physical parameter index of sand Apparent density Fineness modulus Soil content 2657kg/m 3 2.61 1.5% Silica fume (SF),the main chemical composition of silica fume is amorphous silica,the product of Northwest Ferroalloy Factory is used.The specific surface area measured by nitrogen adsorption method is ≥15000m 2 /kg,and the activity index (28 days) is≥85%.Before the test,the main chemical composition and content of silica fume were analyzed as shown in Table 3. Table 3 Main chemical composition and content of silica fume(%) Raw material Na 2 O CaO SiO 2 Fe 2 O 3 Al 2 O 3 MgO Loss Silica fume 5.84 0.34 85.24 1.34 0.86 0.27 3.09 1.2 Experimental method Determination of water requirement of normal consistency,initial setting time and final setting time of cement reference to ＂Test methods for water requirement of normal consistency,setting time and soundness of the portland cement＂GB/T 1346-2024;The determination of compressive strength and flexural strength of cement mortar shall be carried out in accordance with the method specified in "Test method of cement mortar strength (ISO method)"GB/T 17671-2021,the water-cement ratio is 1:2,the cement sand ratio is 1:3,and the size of the triple mortar test specimen is 40mm×40mm×160mm,all cement mortar specimens are cured under standard conditions.The drying shrinkage test is carried out according to JC/T 603-2004 "Standard test method for drying shinkage of mortar".The carbonization resistance test is carried out according to GB/T 50082-2009"Standard for test methods of long-term performance and durability of ordinary concrete".Freeze-thaw durability experiment is carried out according to test method for rapid freezing and thawing in GB/T 50082-2009"Standard for test methods of long-term performance and durability of ordinary concrete",the relative dynamic elastic modulus and mass loss rate of mortar after 25N freeze-thaw cycles (N is an integer) are measured as indicators for evaluating freeze-thaw durability. Cement hydration test:The JSM-5600LV low vacuum scanning electron microscope produced by Japan Electronic Optics Company was used to observe the morphology and crystallization of cement hydration samples.The chemical composition of the test area was determined by X-Max N electric refrigeration Energy Dispersive Spectrometer(EDS) produced by Oxford Instrument Technology Co.,Ltd.The D8 Advance X-ray Powder diffractometer produced by German Bruker company was used to observe the change of phase composition of cement paste at different hydration ages. 2 Experimental results and analysis Table 5 Component ratio and properties of composite cement Item CMR/% Normal consistency Setting time/min CS/MPa FS/MPa SF P·O L·SAC is fs 1d 7d 28d 1d 7d 28d SF0 0 40 60 0.35 17 24 18.2 20.3 27.5 3.8 4.3 4.6 SF2 2 40 58 0.362 18 26 18 23 28.6 3.7 4.4 4.67 SF4 4 40 56 0.371 18.3 26.5 17.6 25.6 32.1 3.6 4.5 4.7 SF6 6 40 54 0.389 18.5 27 16.96 24.1 31.2 3.6 4.5 4.8 SF8 8 40 52 0.393 18 26.5 16.2 23.2 29.8 3.57 4.2 4.4 SF10 10 40 50 0.402 17.5 26.3 15.8 22.5 27.6 3.58 4.1 4.2 Notes:Cementitious material ratio—CMR;Initial setting—is;Final setting—fs;Compressive strength—CS; Flexural strength—FS In this section,the effects of adding different proportions of silica fume on the properties of sulphoaluminate cement-based materials with high content of ordinary Portland cement were studied.The content of silica fume was set as 2%,4%,6%,8% and 10% of the amount of cementitious material.The normal consistency,setting time and strength of composite cement were measured respectively.The specific component ratio of composite cement and the physical and mechanical properties of cement are shown in Table 5. 2.1 Basic performance Fig.1 is the water requirement of normal consistency and setting time diagrams of sulphoaluminate cement mixed with silica fume and ordinary Portland cement.According to the experimental data,the normal consistency and water demand of five groups of double mixed ordinary Portland cement and silica fume were higher than the sulphoaluminate cement mixed with 40% ordinary Portland cement alone.With the increase of the amount of silica fume in the double-doped system,the normal consistency of the composite cement tended to increase.When the amount of silica fume in the double-doped system was 10%,the normal consistency of the composite cement reached a maximum value of 40.2%. According to the setting time diagram of the double-doped system,the experimental results show that the initial setting time of the double-doped silica fume ordinary Portland cement is slightly longer than that of the composite cement with 40% ordinary Portland cement,and the final setting time and time interval are prolonged. According to the setting time diagram of the double-doped system,the experimental results show that the initial setting time of the double-doped silica fume and ordinary Portland cement is slightly longer than the composite cement blended with 40% ordinary Portland cement alone,and the final setting time and time interval are prolonged.With the increase of silica fume content in the double-doped system,the initial setting time increased slightly and then tended to be stable,the final setting time SF6>SF4=SF8>SF10> SF2>SF0.This is due to the increase of silica fume content,the content of mineral admixtures in the mixed system also increases,the amount of cement clinker should be reduced,the generated hydration products are reduced,and the formed network space structure is slow,which is manifested as the extension of setting time. 2.2 Strength properties It can be concluded from Fig.2 that with the increase of curing age,the strength of composite cement mortar shows an increasing trend,and there is no inverted shrinkage.With the increase of silica fume content,the compressive strength and flexural strength of 1d composite cement mortar have little change trend,and slightly decrease.The compressive strength and flexural strength of the blank group reach the maximum value,which are 18.2 MPa and 3.8 MPa respectively.It can be seen that the early strength of composite cement is mostly produced by the hydration of ordinary Portland cement and sulphoaluminate cement,the addition of silica fume instead of cement will reduce the amount of cementitious materials,so that the strength of composite cement mortar will decrease for one day. It can be seen from Fig.2(a) that the compressive strength of the blank group at 7d was 20.3MPa.After adding 2% silica fume,the compressive strength of 7d increased to 23MPa.Except for the blank group,the compressive strength of composite cement mortar with different silica fume content reached more than 22.5MPa.From the development speed of 1d to 7d,the development speed of the sample mixed with 4% silica fume is the fastest,and the compressive strength of the mortar from 1d to 7d increases from 17.6MPa to 25.6MPa,with the largest increase rate.From the Figure 2(b),it can be seen that when the amount of silica fume is 4%,the flexural strength of the composite cement mortar from 1d to 7d increases the most,from 3.6MPa to 4.5MPa,and the other five groups are lower than 0.9MPa.Figure 2(a) and figure 2(b) 7d strength change trend can be seen,with the increase of silica fume content show a trend of first increased and then decreased. Combined with the analysis of figure 2(a) and 2(b),it can be seen that the compressive strength and flexural strength of the composite cement mortar at 28d are similar to those at 7d,and show a trend of increasing first and then decreasing with the increase of silica fume ratio.When the content of silica fume is 4%,the 28d compressive strength of specimen SF4 reaches the maximum value of the age,which is 32.1MPa;When the content of silica fume is 6%,the 28d flexural strength of specimen SF6 reaches the maximum value of the age,which is 4.8MPa. In summary,the addition of 4% silica fume can promote the development of the strength value of the composite cement from 1d to 7d,and an appropriate amount of silica fume can increase the strength value of the composite cement mortar at 28d.This is because silica fume has a high pozzolanic effect,the amorphous SiO 2 contained in silica fume forms secondary hydration reaction with Ca(OH) 2 generated by the hydration of cement,which promotes the increase of hydrated calcium silicate gel in hydration products.SiO 2 absorbs Ca(OH) 2 on the surface of cement,which makes the surface of cement particles re-exposed and hydrated,and the hydration of composite cement is more complete.Because the micro-aggregate in silica fume fills the pores between cement particles,the microstructure and cohesive force of mortar are improved,thereby enhancing the mechanical properties of composite materials and inhibiting the strength of sulphoaluminate cement-based materials. 2.3 Dry-shrinkage performance According to the six ratios in Table 1,four groups of specimens with the effect of silica fume on the dry-shrinkage performance of sulphoaluminate cement-based materials were made.According to the JC/T 603-2004 specification,the specimens with pre-embedded nail heads at two ends of 25mm×25mm×280mm were formed,and the dry-shrinkage rates of the specimens were measured at ages of 1d,3d,7d,14d,28d and 60d.According to the formula given by the specification,the obtained data are calculated and processed,and the dry shrinkage line chart of cement mortar at different dosage is drawn. The change of silica fume content is 0%,2%,4% and 6%,and the relevant test results are shown in Figure 3.From figure 3,it can be seen that under the three dosages of silica fume,the dry-shrinkage rate of the composite cement mortar increases with the extension of the curing time of the specimen in the drying shrinkage curing box,which is consistent with the change trend of single silica fume in the sulphoaluminate cement.The dry-shrinkage rate increases rapidly in the early stage of curing,and the increase rate of dry-shrinkage value in the later stage of curing gradually slows down.The more the silica fume content,the smaller the dry-shrinkage rate of the composite cement mortar.When the content is 6%,the dry-shrinkage rate of the composite cement mortar reaches the minimum value of 0.0403% at 60 days. 2.4 Carbonization performance It can be seen from Fig.4 that the carbonization depth of the composite cement mortar increases with the extension of the carbonization age,when the carbonization age is 3d,the carbonization depth of the cement mortar under each ratio of silica fume does not fluctuate much,and the performance is relatively stable.When the carbonation age is 7d,14d and 28d,with the increase of silica fume content,the carbonation depth of composite cement mortar shows a trend of decreasing first and then increasing.When the silica fume content is 2%,the carbonation depth values of 7d,14d and 28d have begun to decrease.When the silica fume content is 4%,the carbonation depth values at three ages have been reduced to the lowest,which are 6.6mm,10.3mm and 13.4mm respectively.Continuing to increase the amount of silica fume,the carbonation depth value shows an increasing trend.Therefore,it can be concluded that the amount of silica fume has little effect on the early carbonation depth of composite cement mortar,adding appropriate amount of silica fume can improve the carbonation resistance of composite cement mortar in the middle and late stages,the optimum amount of silica fume is 4%. 2.5 Freeze-thaw resistance The amount of silica fume varies from 0% to 8% of the amount of cementitious materials in the composite cement mortar,the results of its freeze-thaw resistance are shown in Table 6.The relative dynamic modulus of elasticity and mass loss rate of composite cement mortar after 25N(N is an integer) freeze-thaw cycles were tested. Table 6 Effect of silica fume content on freeze-thaw resistance of composite cement mortar SF content Inspection item 25 times 50 times 75 times 100 times 125 times 150 times 175 times 200 times 0% RDME/% 93 87.2 84 80 76 73 69 64 MLR/% 0.4 0.7 1.1 2.1 2.6 3.0 3.3 3.9 2% RDME/% 95 90 87 84 81 78 76 71 MLR/% 0.37 0.6 0.9 1.2 1.7 2.1 2.3 2.4 4% RDME/% 97 92 89 86 83 81 78 74 MLR/% 0.2 0.4 0.6 0.9 1.3 1.6 1.8 1.9 6% RDME/% 98 94 91 87 85 83 81 77 MLR/% 0.1 0.25 0.4 0.7 1.1 1.3 1.5 1.6 8% RDME/% 96 91 85.5 83 78 75 72 67 MLR/% 0.2 0.4 0.6 1.0 1.5 1.8 2.0 2.1 Notes:Relative dynamic modulus of elasticity—RDME;Mass loss rate—MLR Fig.5 and Fig.6 are the curves of relative dynamic modulus of elasticity and mass loss rate of composite cement mortar under different silica fume content with the increase of freeze-thaw cycles.It can be seen from Fig.5 that with the increase of freeze-thaw cycles,the relative dynamic modulus of elasticity of composite cement mortar with different silica fume content decreases gradually.Under the same number of freeze-thaw cycles,the relative dynamic elastic modulus of the composite cement mortar with silica fume of 0%,2%,4%,6% and 8% increases first and then decreases with the increase of the proportion of silica fume,when the proportion of silica fume is 4%,the relative dynamic elastic modulus still maintains a large value compared with other proportions.It can be seen that the addition of 4% silica fume is the amount of composite cement mortar to maintain good freeze-thaw resistance. According to the analysis of figure 6,in the first 75 freeze-thaw cycles,the development rate of mass loss rate under different proportions of silica fume content is relatively slow,and the mass loss rate under each proportion is not very different.When the freeze-thaw cycles exceed 75 times and continue to increase,the mass loss rate shows a trend of accelerated development.Under the same number of freeze-thaw cycles,with the increase of the proportion of silica fume,the mass loss rate decreases first and then increases.When the proportion of silica fume is 4%,the mass loss rate of composite cement mortar is the lowest,which is consistent with the conclusion of Fig.5. 2.6 Micro experimental results and analysis 2.6.1 XRD analysis Fig.7 shows the XRD test of cement paste hydration samples aged 8h and 28d with 60%L·SAC+40%P·O,56%L·SAC+40%P·O+4%SF and 50%L·SAC+40%P·O+10%SF. 2.6.2 SEM-EDS test In this paper,60%L·SAC+40%P·O,56%L·SAC+40%P·O+4%SF and 50%L·SAC+40%P·O+10%SF were selected for SEM-EDS test of cement paste hydration samples at ages of 8h and 28d. It can be seen from figure 8 that when the hydration age of the composite cement paste is 8h,a large number of fine rod-like ettringite and flocculent gel are formed in the composite cement with 4% silica fume,which are mainly distributed in the cracks of the cement paste holes.In the holes,it will gradually accumulate and expand,further fill the holes,and make the cement stone structure more dense.Fig.8(a) SF0 sample,composite cement paste in standard curing 8h,the formation of flocculent gel wrapped in the appearance of the surface of the cement particles,the amount of ettringite is less.A large number of flocculent gels and ettringite can be seen in the Fig.(c) SF10 sample,but there are a few microcracks and a dense spatial structure cannot be formed.From the SEM photographs of 28d cement paste,it is found that a large amount of C-S-H gel and ettringite are interlaced in SF4 sample,forming a dense space network structure.The fine silica fume particles react with the laminated Ca(OH) 2 in the cement paste to form a C-S-H gel,which is filled between the voids of the cement particles,improving the bonding force and interface structure,making the interior of cement stone more dense,thereby improving the strength of the cement stone.Small fine cracks appear in both (d) and (f),resulting in lower strength and durability than the sample with 4% silica fume. 2.7 Mechanism analysis The influence mechanism of silica fume on the microstructure of hardened sulphoaluminate cement paste in the presence of ordinary Portland cement:①The hydration degree of cement is improved,and the secondary hydration reaction (pozzolanic effect) occurs with the hydration product Ca(OH) 2 ,the generated C-S-H gel is attached to the hardened cement paste,and the performance of the traditional C-S-H gel is improved,thereby improving the microstructure of the hardened cement stone [5] .②Silica fume and its secondary hydration products effectively filled the harmful pores in the cement stone,the harmful pore porosity and total porosity decrease,at the same time,the transition pores and gel pores increase,and the pore size distribution change,the number of small pores increase,the number of large pores decrease,and the distribution is reasonable and uniform,thereby improving the pore structure layout of the cement paste.③The addition of silica fume consumes Ca(OH) 2 in cement paste and improves the interfacial properties between mortar aggregate and cement paste.The water molecules contact with the silica fume to form a silicon-rich gel,which accumulates between the unhydrated cement clinker particles and covers the surface of the cement particles.The silicon-rich gel continues to react with Ca(OH) 2 to form a new C-S-H gel with a low calcium-silicon ratio.These new C-S-H gels are mostly gathered in the pores of the old gel,which greatly improves the structural compactness.More mainly due to the participation of silica fume,the high alkaline compound formed by adding portland cement is transformed into low alkaline compound in the later stage,and the condition of ettringite metastable state is created at the same time,which inhibits the shrinkage of the compressive strength of the cement stone in the later stage and improves the later performance index [6] . Conclusion (1)In the sulphoaluminate cement mixed with 40% ordinary Portland cement,the water demand of the composite cement increases with the addition of silica fume.When the fixed proportion of ordinary Portland cement is 40%,the initial setting time increases slowly,the final setting time and time interval increase,and the setting time is shortened compared with the single mixing of silica fume.With the increase of the proportion of silica fume,the early strength change trend is not significant,the strength value of 7d and 28d first increased and then decreased.When the mixed silica fume is 4%,the compressive strength reaches the maximum value,when the mixed silica fume is 6%,the flexural strength reaches the maximum value.The change trend of dry-shrinkage rate of cement mortar mixed with silica fume is consistent with that of single mixed silica fume.The dry-shrinkage rate of specimens increases rapidly in the early stage of curing,and the increase rate of dry-shrinkage value gradually slows down in the later stage.The incorporation of silica fume has a certain inhibitory effect on the dry-shrinkage rate of cement mortar.When the silica fume is 6%,the dry-shrinkage rate of cement mortar reaches the minimum value. (2)When 40% of ordinary Portland cement is fixed in the composite cement mortar,the addition of different amounts of silica fume has little effect on the early carbonation depth of sulphoaluminate cement-based cementitious materials,and an appropriate amount of silica fume can improve the carbonation resistance of cement mortar in the later stage.In sulphoaluminate cement-based materials,the addition of silica fume can improve the freeze-thaw resistance of mortar,with the increase of silica fume content,the freeze-thaw resistance increases first and then decreases. Declarations Author Contribution A. wrote the main manuscript text and B. prepared figures 5-8. All authors reviewed the manuscript. References Chen Juan.Research of Properties Modification and Applications of Sulphoaluminate Cement[D].Wuhan University,2005:9-11. Wang Hongzhen,Shao Fangjie,Cao Wanzhi,Qiao Hongxia.Study on Ordinary Portland Cement and Low Alkalinity Sulphoaluminate Cement Composite System Performance[J].Concrete,2018(09):89-92. Wang Yanmou,Su Muzhen,Zhang Liang.Sulphoaluminate Cement[M].Beijing:Beijing Industrial University Press,1999(in Chinese). Laure Pelletier,Frank Winnfeld,Barbara Lothenhach. The ternary system Portland cement-calcium sulphoaluminate clinker-anhydrite: Hydration mechanism and mortar properties[J].Cem Concr Compos,2010,32:497. Fu X,Yang C,Liu Z,etal. Studies on effects of activators on properties and mechanism of hydration of sulphoaluminate cement[J].Cement and Concrete research,2003,33(3):317-320. Ma Baoguo,Han Lei,Li Hainan,et al.Impact of Mineral Admixture on the Performance of Sulphoaluminate Cement[J].New Building Materials,2014(9):20-23. Additional Declarations No competing interests reported. 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mortar\u003c/strong\u003e\u003c/p\u003e","description":"","filename":"3.png","url":"https://assets-eu.researchsquare.com/files/rs-6628055/v1/305dab3b9446348791664f1b.png"},{"id":83341969,"identity":"5f76115a-061d-4166-995f-078ca55e9e44","added_by":"auto","created_at":"2025-05-23 10:54:53","extension":"png","order_by":4,"title":"Figure 4","display":"","copyAsset":false,"role":"figure","size":10883,"visible":true,"origin":"","legend":"\u003cp\u003e\u003cstrong\u003eEffect of silica fume on carbonation performance of composite cement mortar\u003c/strong\u003e\u003c/p\u003e","description":"","filename":"4.png","url":"https://assets-eu.researchsquare.com/files/rs-6628055/v1/6d584c1102bd69bd14ab9409.png"},{"id":83341970,"identity":"1d0dea10-2ff1-4a11-bc2a-8a44a108bbdd","added_by":"auto","created_at":"2025-05-23 10:54:53","extension":"png","order_by":5,"title":"Figure 5","display":"","copyAsset":false,"role":"figure","size":17078,"visible":true,"origin":"","legend":"\u003cp\u003e\u003cstrong\u003eEffect of SF content on relative dynamic elastic modulus of composite cement mortar\u003c/strong\u003e\u003c/p\u003e","description":"","filename":"5.png","url":"https://assets-eu.researchsquare.com/files/rs-6628055/v1/662ef42f5f26bd28bdf697ea.png"},{"id":83341967,"identity":"92e8127a-cb9b-4222-a688-974d402ffeb5","added_by":"auto","created_at":"2025-05-23 10:54:53","extension":"png","order_by":6,"title":"Figure 6","display":"","copyAsset":false,"role":"figure","size":14924,"visible":true,"origin":"","legend":"\u003cp\u003e\u003cstrong\u003eEffect of SF content on mass loss rate of composite cement mortar\u003c/strong\u003e\u003c/p\u003e","description":"","filename":"6.png","url":"https://assets-eu.researchsquare.com/files/rs-6628055/v1/8f198139df77adf242269ff7.png"},{"id":83341974,"identity":"d558b9fd-94aa-4e93-8130-0ae1702b23cc","added_by":"auto","created_at":"2025-05-23 10:54:53","extension":"png","order_by":7,"title":"Figure 7","display":"","copyAsset":false,"role":"figure","size":29645,"visible":true,"origin":"","legend":"\u003cp\u003e\u003cstrong\u003eXRD patterns of composite cement paste at different ages\u003c/strong\u003e\u003c/p\u003e","description":"","filename":"7.png","url":"https://assets-eu.researchsquare.com/files/rs-6628055/v1/a54d2c47984a4074a6cc9aa6.png"},{"id":83341978,"identity":"f75b5b9c-602a-4c45-8567-c49f8262d508","added_by":"auto","created_at":"2025-05-23 10:54:53","extension":"png","order_by":8,"title":"Figure 8","display":"","copyAsset":false,"role":"figure","size":676466,"visible":true,"origin":"","legend":"\u003cp\u003e\u003cstrong\u003eSEM-EDS images of cement paste hydration samples with different SF content\u003c/strong\u003e\u003c/p\u003e","description":"","filename":"8.png","url":"https://assets-eu.researchsquare.com/files/rs-6628055/v1/ce36ae75b83810449d1a2ec9.png"},{"id":83343600,"identity":"997962aa-f36e-473e-a444-9978b078a065","added_by":"auto","created_at":"2025-05-23 11:26:54","extension":"pdf","order_by":0,"title":"","display":"","copyAsset":false,"role":"manuscript-pdf","size":1939903,"visible":true,"origin":"","legend":"","description":"","filename":"manuscript.pdf","url":"https://assets-eu.researchsquare.com/files/rs-6628055/v1/9dde2e90-5ee8-4f1e-94e9-50c761d3fc59.pdf"}],"financialInterests":"No competing interests reported.","formattedTitle":"Study on the Modification of Sulphoaluminate-ordinary Portland Cement-based Materials by Silica Fume Content","fulltext":[{"header":"Introduction","content":"\u003cp\u003eThrough the previous literature and experimental research,we can conclude that the setting time of the composite cement system is shorter than that of pure L·SAC or pure P·O when 5%~50% ordinary Portland cement is added to the sulphoaluminate cement.With the different ratio of the two kinds of cement,the setting time is the shortest when the ordinary silicate cement accounts for half\u003csup\u003e[1]\u003c/sup\u003e.The strength performance of the composite cement is related to the ratio of the two kinds of cement.Our preliminary test found that when the ordinary Portland cement is in the narrow range of about 40%±5%,the composite cementitious system still shows obvious early strength,fast hardening and low shrinkage performance.The volume stability meets the technical requirements of the production of new wall materials,and the improvement effect on the later performance is better.Through the previous experimental study,it can be seen that when the content of ordinary Portland cement accounts for 40% of the cementitious material,the physical performance indexes and durability indexes meet the requirements of the actual project.In this paper,through the study of ordinary Portland cement and silica fume,the best admixture ratio is determined,and the sulphoaluminate cement-based composite cementitious material with good basic physical properties and durability is prepared.The performance of the binary system after adding sulphoaluminate cement is analyzed and the mechanism of action is studied.\u003c/p\u003e"},{"header":"Experimental Materials and Methods","content":"\u003cp\u003e\u003cstrong\u003e1.1 Experimental materials\u003c/strong\u003e\u003c/p\u003e\n\u003cp\u003eThe cement used in the test was taken from the \u0026apos;Qilian Shan\u0026apos; brand 42.5 ordinary Portland cement(P\u0026middot;O) produced in Gansu Province.The fast hardening cement used in the paper is 42.5 grade low alkalinity sulphoaluminate cement(L\u0026middot;SAC) produced in Zhengzhou,Henan Province.The sulphoaluminate cement is mainly composed of anhydrous calcium sulphoaluminate,dicalcium silicate and iron phase.The chemical composition (mass fraction) of the two cements is shown in Table 1.\u003c/p\u003e\n\u003cp\u003e\u003cstrong\u003eTable 1 Chemical composition of cement\u003c/strong\u003e\u003c/p\u003e\n\u003cdiv align=\"Left\"\u003e\n \u003ctable border=\"1\" cellspacing=\"0\" cellpadding=\"0\"\u003e\n \u003ctbody\u003e\n \u003ctr\u003e\n \u003ctd rowspan=\"2\" style=\"width: 44px;\"\u003e\n \u003cp\u003eCement\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd colspan=\"9\" style=\"width: 408px;\"\u003e\n \u003cp\u003eChemical composition/wt%\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd valign=\"top\" style=\"width: 45px;\"\u003e\n \u003cp\u003eCaO\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd valign=\"top\" style=\"width: 45px;\"\u003e\n \u003cp\u003eSiO\u003csub\u003e2\u003c/sub\u003e\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd valign=\"top\" style=\"width: 45px;\"\u003e\n \u003cp\u003eAl\u003csub\u003e2\u003c/sub\u003eO\u003csub\u003e3\u003c/sub\u003e\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd valign=\"top\" style=\"width: 45px;\"\u003e\n \u003cp\u003eFe\u003csub\u003e2\u003c/sub\u003eO\u003csub\u003e3\u003c/sub\u003e\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd valign=\"top\" style=\"width: 45px;\"\u003e\n \u003cp\u003eSO\u003csub\u003e3\u003c/sub\u003e\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd valign=\"top\" style=\"width: 45px;\"\u003e\n \u003cp\u003eMgO\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd valign=\"top\" style=\"width: 45px;\"\u003e\n \u003cp\u003eNa\u003csub\u003e2\u003c/sub\u003eO\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd valign=\"top\" style=\"width: 45px;\"\u003e\n \u003cp\u003eK\u003csub\u003e2\u003c/sub\u003eO\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd valign=\"top\" style=\"width: 45px;\"\u003e\n \u003cp\u003eLoss\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd valign=\"top\" style=\"width: 44px;\"\u003e\n \u003cp\u003eL\u0026middot;SAC\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd valign=\"top\" style=\"width: 45px;\"\u003e\n \u003cp\u003e44.63\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd valign=\"top\" style=\"width: 45px;\"\u003e\n \u003cp\u003e6.84\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd valign=\"top\" style=\"width: 45px;\"\u003e\n \u003cp\u003e31.28\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd valign=\"top\" style=\"width: 45px;\"\u003e\n \u003cp\u003e1.65\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd valign=\"top\" style=\"width: 45px;\"\u003e\n \u003cp\u003e8.64\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd valign=\"top\" style=\"width: 45px;\"\u003e\n \u003cp\u003e1.36\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd valign=\"top\" style=\"width: 45px;\"\u003e\n \u003cp\u003e0.76\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd valign=\"top\" style=\"width: 45px;\"\u003e\n \u003cp\u003e0.3\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd valign=\"top\" style=\"width: 45px;\"\u003e\n \u003cp\u003e4.54\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd valign=\"top\" style=\"width: 44px;\"\u003e\n \u003cp\u003eP\u0026middot;O\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd valign=\"top\" style=\"width: 45px;\"\u003e\n \u003cp\u003e51.86\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd valign=\"top\" style=\"width: 45px;\"\u003e\n \u003cp\u003e23.68\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd valign=\"top\" style=\"width: 45px;\"\u003e\n \u003cp\u003e6.32\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd valign=\"top\" style=\"width: 45px;\"\u003e\n \u003cp\u003e3.51\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd valign=\"top\" style=\"width: 45px;\"\u003e\n \u003cp\u003e4.48\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd valign=\"top\" style=\"width: 45px;\"\u003e\n \u003cp\u003e0.86\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd valign=\"top\" style=\"width: 45px;\"\u003e\n \u003cp\u003e0.5\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd valign=\"top\" style=\"width: 45px;\"\u003e\n \u003cp\u003e1.6\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd valign=\"top\" style=\"width: 45px;\"\u003e\n \u003cp\u003e7.2\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003c/tbody\u003e\n \u003c/table\u003e\n\u003c/div\u003e\n\u003cp\u003eThe fine aggregate is ISO standard sand,and its related parameters are shown in Table 2.\u003c/p\u003e\n\u003cp\u003e\u003cstrong\u003eTable 2 Physical parameter index of sand\u003c/strong\u003e\u003c/p\u003e\n\u003cdiv align=\"Left\"\u003e\n \u003ctable border=\"1\" cellspacing=\"0\" cellpadding=\"0\"\u003e\n \u003ctbody\u003e\n \u003ctr\u003e\n \u003ctd valign=\"top\" style=\"width: 101px;\"\u003e\n \u003cp\u003eApparent density\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd valign=\"top\" style=\"width: 104px;\"\u003e\n \u003cp\u003eFineness modulus\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd valign=\"top\" style=\"width: 86px;\"\u003e\n \u003cp\u003eSoil content\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd valign=\"top\" style=\"width: 101px;\"\u003e\n \u003cp\u003e2657kg/m\u003csup\u003e3\u003c/sup\u003e\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd valign=\"top\" style=\"width: 104px;\"\u003e\n \u003cp\u003e2.61\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd valign=\"top\" style=\"width: 86px;\"\u003e\n \u003cp\u003e1.5%\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003c/tbody\u003e\n \u003c/table\u003e\n\u003c/div\u003e\n\u003cp\u003eSilica fume (SF),the main chemical composition of silica fume is amorphous silica,the product of Northwest Ferroalloy Factory is used.The specific surface area measured by nitrogen adsorption method is \u0026ge;15000m\u003csup\u003e2\u003c/sup\u003e/kg,and the activity index (28 days) is\u0026ge;85%.Before the test,the main chemical composition and content of silica fume were analyzed as shown in Table 3.\u003c/p\u003e\n\u003cp\u003e\u003cstrong\u003eTable 3 Main chemical composition and content of silica fume(%)\u003c/strong\u003e\u003c/p\u003e\n\u003cdiv align=\"Left\"\u003e\n \u003ctable border=\"1\" cellspacing=\"0\" cellpadding=\"0\"\u003e\n \u003ctbody\u003e\n \u003ctr\u003e\n \u003ctd style=\"width: 81px;\"\u003e\n \u003cp\u003eRaw material\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 53px;\"\u003e\n \u003cp\u003eNa\u003csub\u003e2\u003c/sub\u003eO\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 53px;\"\u003e\n \u003cp\u003eCaO\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 53px;\"\u003e\n \u003cp\u003eSiO\u003csub\u003e2\u003c/sub\u003e\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 53px;\"\u003e\n \u003cp\u003eFe\u003csub\u003e2\u003c/sub\u003eO\u003csub\u003e3\u003c/sub\u003e\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 53px;\"\u003e\n \u003cp\u003eAl\u003csub\u003e2\u003c/sub\u003eO\u003csub\u003e3\u003c/sub\u003e\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 53px;\"\u003e\n \u003cp\u003eMgO\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 53px;\"\u003e\n \u003cp\u003eLoss\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd style=\"width: 81px;\"\u003e\n \u003cp\u003eSilica fume\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 53px;\"\u003e\n \u003cp\u003e5.84\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 53px;\"\u003e\n \u003cp\u003e0.34\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 53px;\"\u003e\n \u003cp\u003e85.24\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 53px;\"\u003e\n \u003cp\u003e1.34\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 53px;\"\u003e\n \u003cp\u003e0.86\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 53px;\"\u003e\n \u003cp\u003e0.27\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 53px;\"\u003e\n \u003cp\u003e3.09\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003c/tbody\u003e\n \u003c/table\u003e\n\u003c/div\u003e\n\u003cp\u003e\u003cstrong\u003e1.2 Experimental method\u003c/strong\u003e\u003c/p\u003e\n\u003cp\u003eDetermination of water requirement of normal consistency,initial setting time and final setting time of cement reference to\u0026nbsp;＂Test methods for water requirement of normal consistency,setting time and soundness of the portland cement＂GB/T 1346-2024;The determination of compressive strength and flexural strength of cement mortar shall be carried out in accordance with the method specified in \u0026quot;Test method of cement mortar strength (ISO method)\u0026quot;GB/T 17671-2021,the water-cement ratio is 1:2,the cement sand ratio is 1:3,and the size of the triple mortar test specimen is 40mm\u0026times;40mm\u0026times;160mm,all cement mortar specimens are cured under standard conditions.The drying shrinkage test is carried out according to JC/T 603-2004 \u0026quot;Standard test method for drying shinkage of mortar\u0026quot;.The carbonization resistance test is carried out according to GB/T 50082-2009\u0026quot;Standard for test methods of long-term performance and durability of ordinary concrete\u0026quot;.Freeze-thaw durability experiment is carried out according to test method for rapid freezing and thawing in GB/T 50082-2009\u0026quot;Standard for test methods of long-term performance and durability of ordinary concrete\u0026quot;,the relative dynamic elastic modulus and mass loss rate of mortar after 25N freeze-thaw cycles (N is an integer) are measured as indicators for evaluating freeze-thaw durability.\u003c/p\u003e\n\u003cp\u003eCement hydration test:The JSM-5600LV low vacuum scanning electron microscope produced by Japan Electronic Optics Company was used to observe the morphology and crystallization of cement hydration samples.The chemical composition of the test area was determined by X-Max\u003csup\u003eN\u003c/sup\u003e electric refrigeration Energy Dispersive Spectrometer(EDS) produced by Oxford Instrument Technology Co.,Ltd.The D8 Advance X-ray Powder diffractometer produced by German Bruker company was used to observe the change of phase composition of cement paste at different hydration ages.\u003c/p\u003e\n\u003cp\u003e\u003cstrong\u003e2 Experimental results and analysis\u003c/strong\u003e\u003c/p\u003e\n\u003cp\u003e\u003cstrong\u003eTable 5 Component ratio and properties of composite cement\u003c/strong\u003e\u003c/p\u003e\n\u003cdiv align=\"Left\"\u003e\n \u003ctable border=\"1\" cellspacing=\"0\" cellpadding=\"0\" width=\"592\"\u003e\n \u003ctbody\u003e\n \u003ctr\u003e\n \u003ctd rowspan=\"2\" style=\"width: 43px;\"\u003e\n \u003cp\u003eItem\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd colspan=\"3\" style=\"width: 144px;\"\u003e\n \u003cp\u003eCMR/%\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd rowspan=\"2\" style=\"width: 75px;\"\u003e\n \u003cp\u003eNormal consistency\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd colspan=\"2\" style=\"width: 105px;\"\u003e\n \u003cp\u003eSetting time/min\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd colspan=\"3\" style=\"width: 116px;\"\u003e\n \u003cp\u003eCS/MPa\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd colspan=\"3\" style=\"width: 108px;\"\u003e\n \u003cp\u003eFS/MPa\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd style=\"width: 52px;\"\u003e\n \u003cp\u003eSF\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003eP\u0026middot;O\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 51px;\"\u003e\n \u003cp\u003eL\u0026middot;SAC\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 54px;\"\u003e\n \u003cp\u003eis\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 52px;\"\u003e\n \u003cp\u003efs\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 42px;\"\u003e\n \u003cp\u003e1d\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 37px;\"\u003e\n \u003cp\u003e7d\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 37px;\"\u003e\n \u003cp\u003e28d\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 37px;\"\u003e\n \u003cp\u003e1d\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 34px;\"\u003e\n \u003cp\u003e7d\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 37px;\"\u003e\n \u003cp\u003e28d\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd style=\"width: 43px;\"\u003e\n \u003cp\u003eSF0\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 52px;\"\u003e\n \u003cp\u003e0\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e40\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 51px;\"\u003e\n \u003cp\u003e60\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 75px;\"\u003e\n \u003cp\u003e0.35\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 54px;\"\u003e\n \u003cp\u003e17\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 52px;\"\u003e\n \u003cp\u003e24\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 42px;\"\u003e\n \u003cp\u003e18.2\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 37px;\"\u003e\n \u003cp\u003e20.3\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 37px;\"\u003e\n \u003cp\u003e27.5\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 37px;\"\u003e\n \u003cp\u003e3.8\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 34px;\"\u003e\n \u003cp\u003e4.3\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 37px;\"\u003e\n \u003cp\u003e4.6\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd style=\"width: 43px;\"\u003e\n \u003cp\u003eSF2\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 52px;\"\u003e\n \u003cp\u003e2\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e40\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 51px;\"\u003e\n \u003cp\u003e58\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 75px;\"\u003e\n \u003cp\u003e0.362\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 54px;\"\u003e\n \u003cp\u003e18\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 52px;\"\u003e\n \u003cp\u003e26\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 42px;\"\u003e\n \u003cp\u003e18\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 37px;\"\u003e\n \u003cp\u003e23\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 37px;\"\u003e\n \u003cp\u003e28.6\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 37px;\"\u003e\n \u003cp\u003e3.7\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 34px;\"\u003e\n \u003cp\u003e4.4\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 37px;\"\u003e\n \u003cp\u003e4.67\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd style=\"width: 43px;\"\u003e\n \u003cp\u003eSF4\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 52px;\"\u003e\n \u003cp\u003e4\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e40\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 51px;\"\u003e\n \u003cp\u003e56\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 75px;\"\u003e\n \u003cp\u003e0.371\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 54px;\"\u003e\n \u003cp\u003e18.3\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 52px;\"\u003e\n \u003cp\u003e26.5\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 42px;\"\u003e\n \u003cp\u003e17.6\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 37px;\"\u003e\n \u003cp\u003e25.6\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 37px;\"\u003e\n \u003cp\u003e32.1\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 37px;\"\u003e\n \u003cp\u003e3.6\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 34px;\"\u003e\n \u003cp\u003e4.5\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 37px;\"\u003e\n \u003cp\u003e4.7\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd style=\"width: 43px;\"\u003e\n \u003cp\u003eSF6\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 52px;\"\u003e\n \u003cp\u003e6\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e40\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 51px;\"\u003e\n \u003cp\u003e54\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 75px;\"\u003e\n \u003cp\u003e0.389\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 54px;\"\u003e\n \u003cp\u003e18.5\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 52px;\"\u003e\n \u003cp\u003e27\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 42px;\"\u003e\n \u003cp\u003e16.96\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 37px;\"\u003e\n \u003cp\u003e24.1\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 37px;\"\u003e\n \u003cp\u003e31.2\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 37px;\"\u003e\n \u003cp\u003e3.6\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 34px;\"\u003e\n \u003cp\u003e4.5\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 37px;\"\u003e\n \u003cp\u003e4.8\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd style=\"width: 43px;\"\u003e\n \u003cp\u003eSF8\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 52px;\"\u003e\n \u003cp\u003e8\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e40\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 51px;\"\u003e\n \u003cp\u003e52\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 75px;\"\u003e\n \u003cp\u003e0.393\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 54px;\"\u003e\n \u003cp\u003e18\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 52px;\"\u003e\n \u003cp\u003e26.5\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 42px;\"\u003e\n \u003cp\u003e16.2\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 37px;\"\u003e\n \u003cp\u003e23.2\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 37px;\"\u003e\n \u003cp\u003e29.8\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 37px;\"\u003e\n \u003cp\u003e3.57\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 34px;\"\u003e\n \u003cp\u003e4.2\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 37px;\"\u003e\n \u003cp\u003e4.4\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd style=\"width: 43px;\"\u003e\n \u003cp\u003eSF10\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 52px;\"\u003e\n \u003cp\u003e10\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e40\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 51px;\"\u003e\n \u003cp\u003e50\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 75px;\"\u003e\n \u003cp\u003e0.402\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 54px;\"\u003e\n \u003cp\u003e17.5\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 52px;\"\u003e\n \u003cp\u003e26.3\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 42px;\"\u003e\n \u003cp\u003e15.8\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 37px;\"\u003e\n \u003cp\u003e22.5\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 37px;\"\u003e\n \u003cp\u003e27.6\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 37px;\"\u003e\n \u003cp\u003e3.58\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 34px;\"\u003e\n \u003cp\u003e4.1\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 37px;\"\u003e\n \u003cp\u003e4.2\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003c/tbody\u003e\n \u003c/table\u003e\n\u003c/div\u003e\n\u003cp\u003eNotes:Cementitious material ratio\u0026mdash;CMR;Initial setting\u0026mdash;is;Final setting\u0026mdash;fs;Compressive strength\u0026mdash;CS;\u003c/p\u003e\n\u003cp\u003eFlexural strength\u0026mdash;FS\u003c/p\u003e\n\u003cp\u003eIn this section,the effects of adding different proportions of silica fume on the properties of sulphoaluminate cement-based materials with high content of ordinary Portland cement were studied.The content of silica fume was set as 2%,4%,6%,8% and 10% of the amount of cementitious material.The normal consistency,setting time and strength of composite cement were measured respectively.The specific component ratio of composite cement and the physical and mechanical properties of cement are shown in Table 5.\u003c/p\u003e\n\u003cp\u003e\u003cstrong\u003e2.1 Basic performance\u003c/strong\u003e\u003c/p\u003e\n\u003cp\u003eFig.1 is the water requirement of normal consistency and setting time diagrams of sulphoaluminate cement mixed with silica fume and ordinary Portland cement.According to the experimental data,the normal consistency and water demand of five groups of double mixed ordinary Portland cement and silica fume were higher than the sulphoaluminate cement mixed with 40% ordinary Portland cement alone.With the increase of the amount of silica fume in the double-doped system,the normal consistency of the composite cement tended to increase.When the amount of silica fume in the double-doped system was 10%,the normal consistency of the composite cement reached a maximum value of 40.2%.\u003c/p\u003e\n\u003cp\u003eAccording to the setting time diagram of the double-doped system,the experimental results show that the initial setting time of the double-doped silica fume ordinary Portland cement is slightly longer than that of the composite cement with 40% ordinary Portland cement,and the final setting time and time interval are prolonged.\u003c/p\u003e\n\u003cp\u003eAccording to the setting time diagram of the double-doped system,the experimental results show that the initial setting time of the double-doped silica fume and ordinary Portland cement is slightly longer than the composite cement blended with 40% ordinary Portland cement alone,and the final setting time and time interval are prolonged.With the increase of silica fume content in the double-doped system,the initial setting time increased slightly and then tended to be stable,the final setting time SF6\u0026gt;SF4=SF8\u0026gt;SF10\u0026gt; SF2\u0026gt;SF0.This is due to the increase of silica fume content,the content of mineral admixtures in the mixed system also increases,the amount of cement clinker should be reduced,the generated hydration products are reduced,and the formed network space structure is slow,which is manifested as the extension of setting time.\u003c/p\u003e\n\u003cp\u003e\u003cstrong\u003e2.2 Strength properties\u003c/strong\u003e\u003c/p\u003e\n\u003cp\u003eIt can be concluded from Fig.2 that with the increase of curing age,the strength of composite cement mortar shows an increasing trend,and there is no inverted shrinkage.With the increase of silica fume content,the compressive strength and flexural strength of 1d composite cement mortar have little change trend,and slightly decrease.The compressive strength and flexural strength of the blank group reach the maximum value,which are 18.2 MPa and 3.8 MPa respectively.It can be seen that the early strength of composite cement is mostly produced by the hydration of ordinary Portland cement and sulphoaluminate cement,the addition of silica fume instead of cement will reduce the amount of cementitious materials,so that the strength of composite cement mortar will decrease for one day.\u003c/p\u003e\n\u003cp\u003eIt can be seen from Fig.2(a) that the compressive strength of the blank group at 7d was 20.3MPa.After adding 2% silica fume,the compressive strength of 7d increased to 23MPa.Except for the blank group,the compressive strength of composite cement mortar with different silica fume content reached more than 22.5MPa.From the development speed of 1d to 7d,the development speed of the sample mixed with 4% silica fume is the fastest,and the compressive strength of the mortar from 1d to 7d increases from 17.6MPa to 25.6MPa,with the largest increase rate.From the Figure 2(b),it can be seen that when the amount of silica fume is 4%,the flexural strength of the composite cement mortar from 1d to 7d increases the most,from 3.6MPa to 4.5MPa,and the other five groups are lower than 0.9MPa.Figure 2(a) and figure 2(b) 7d strength change trend can be seen,with the increase of silica fume content show a trend of first increased and then decreased.\u003c/p\u003e\n\u003cp\u003eCombined with the analysis of figure 2(a) and 2(b),it can be seen that the compressive strength and flexural strength of the composite cement mortar at 28d are similar to those at 7d,and show a trend of increasing first and then decreasing with the increase of silica fume ratio.When the content of silica fume is 4%,the 28d compressive strength of specimen SF4 reaches the maximum value of the age,which is 32.1MPa;When the content of silica fume is 6%,the 28d flexural strength of specimen SF6 reaches the maximum value of the age,which is 4.8MPa.\u003c/p\u003e\n\u003cp\u003eIn summary,the addition of 4% silica fume can promote the development of the strength value of the composite cement from 1d to 7d,and an appropriate amount of silica fume can increase the strength value of the composite cement mortar at 28d.This is because silica fume has a high pozzolanic effect,the amorphous SiO\u003csub\u003e2\u003c/sub\u003e contained in silica fume forms secondary hydration reaction with Ca(OH)\u003csub\u003e2\u003c/sub\u003e generated by the hydration of cement,which promotes the increase of hydrated calcium silicate gel in hydration products.SiO\u003csub\u003e2\u003c/sub\u003e absorbs Ca(OH)\u003csub\u003e2\u003c/sub\u003e on the surface of cement,which makes the surface of cement particles re-exposed and hydrated,and the hydration of composite cement is more complete.Because the micro-aggregate in silica fume fills the pores between cement particles,the microstructure and cohesive force of mortar are improved,thereby enhancing the mechanical properties of composite materials and inhibiting the strength of sulphoaluminate cement-based materials.\u003c/p\u003e\n\u003cp\u003e\u003cstrong\u003e2.3 Dry-shrinkage performance\u003c/strong\u003e\u003c/p\u003e\n\u003cp\u003eAccording to the six ratios in Table 1,four groups of specimens with the effect of silica fume on the dry-shrinkage performance of sulphoaluminate cement-based materials were made.According to the JC/T 603-2004 specification,the specimens with pre-embedded nail heads at two ends of 25mm\u0026times;25mm\u0026times;280mm were formed,and the dry-shrinkage rates of the specimens were measured at ages of 1d,3d,7d,14d,28d and 60d.According to the formula given by the specification,the obtained data are calculated and processed,and the dry shrinkage line chart of cement mortar at different dosage is drawn.\u003c/p\u003e\n\u003cp\u003eThe change of silica fume content is 0%,2%,4% and 6%,and the relevant test results are shown in Figure 3.From figure 3,it can be seen that under the three dosages of silica fume,the dry-shrinkage rate of the composite cement mortar increases with the extension of the curing time of the specimen in the drying shrinkage curing box,which is consistent with the change trend of single silica fume in the sulphoaluminate cement.The dry-shrinkage rate increases rapidly in the early stage of curing,and the increase rate of dry-shrinkage value in the later stage of curing gradually slows down.The more the silica fume content,the smaller the dry-shrinkage rate of the composite cement mortar.When the content is 6%,the dry-shrinkage rate of the composite cement mortar reaches the minimum value of 0.0403% at 60 days.\u003c/p\u003e\n\u003cp\u003e\u003cstrong\u003e2.4 Carbonization performance\u003c/strong\u003e\u003c/p\u003e\n\u003cp\u003eIt can be seen from Fig.4 that the carbonization depth of the composite cement mortar increases with the extension of the carbonization age,when the carbonization age is 3d,the carbonization depth of the cement mortar under each ratio of silica fume does not fluctuate much,and the performance is relatively stable.When the carbonation age is 7d,14d and 28d,with the increase of silica fume content,the carbonation depth of composite cement mortar shows a trend of decreasing first and then increasing.When the silica fume content is 2%,the carbonation depth values of 7d,14d and 28d have begun to decrease.When the silica fume content is 4%,the carbonation depth values at three ages have been reduced to the lowest,which are 6.6mm,10.3mm and 13.4mm respectively.Continuing to increase the amount of silica fume,the carbonation depth value shows an increasing trend.Therefore,it can be concluded that the amount of silica fume has little effect on the early carbonation depth of composite cement mortar,adding appropriate amount of silica fume can improve the carbonation resistance of composite cement mortar in the middle and late stages,the optimum amount of silica fume is 4%.\u003c/p\u003e\n\u003cp\u003e\u003cstrong\u003e2.5 Freeze-thaw resistance\u003c/strong\u003e\u003c/p\u003e\n\u003cp\u003eThe amount of silica fume varies from 0% to 8% of the amount of cementitious materials in the composite cement mortar,the results of its freeze-thaw resistance are shown in Table 6.The relative dynamic modulus of elasticity and mass loss rate of composite cement mortar after 25N(N is an integer) freeze-thaw cycles were tested.\u003c/p\u003e\n\u003cp\u003e\u003cstrong\u003eTable 6 Effect of silica fume content on freeze-thaw resistance of composite cement mortar\u003c/strong\u003e\u003c/p\u003e\n\u003cdiv align=\"Left\"\u003e\n \u003ctable border=\"1\" cellspacing=\"0\" cellpadding=\"0\" width=\"492\"\u003e\n \u003ctbody\u003e\n \u003ctr\u003e\n \u003ctd style=\"width: 53px;\"\u003e\n \u003cp\u003eSF content\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 113px;\"\u003e\n \u003cp\u003eInspection item\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e25 times\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e50 times\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e75 times\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e100 times\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e125 times\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e150 times\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e175 times\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e200 times\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd rowspan=\"2\" style=\"width: 53px;\"\u003e\n \u003cp\u003e0%\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 113px;\"\u003e\n \u003cp\u003eRDME/%\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e93\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e87.2\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e84\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e80\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e76\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e73\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e69\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e64\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd style=\"width: 113px;\"\u003e\n \u003cp\u003eMLR/%\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e0.4\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e0.7\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e1.1\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e2.1\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e2.6\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e3.0\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e3.3\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e3.9\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd rowspan=\"2\" style=\"width: 53px;\"\u003e\n \u003cp\u003e2%\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 113px;\"\u003e\n \u003cp\u003eRDME/%\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e95\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e90\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e87\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e84\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e81\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e78\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e76\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e71\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd style=\"width: 113px;\"\u003e\n \u003cp\u003eMLR/%\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e0.37\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e0.6\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e0.9\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e1.2\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e1.7\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e2.1\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e2.3\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e2.4\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd rowspan=\"2\" style=\"width: 53px;\"\u003e\n \u003cp\u003e4%\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 113px;\"\u003e\n \u003cp\u003eRDME/%\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e97\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e92\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e89\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e86\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e83\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e81\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e78\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e74\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd style=\"width: 113px;\"\u003e\n \u003cp\u003eMLR/%\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e0.2\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e0.4\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e0.6\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e0.9\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e1.3\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e1.6\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e1.8\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e1.9\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd rowspan=\"2\" style=\"width: 53px;\"\u003e\n \u003cp\u003e6%\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 113px;\"\u003e\n \u003cp\u003eRDME/%\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e98\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e94\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e91\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e87\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e85\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e83\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e81\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e77\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd style=\"width: 113px;\"\u003e\n \u003cp\u003eMLR/%\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e0.1\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e0.25\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e0.4\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e0.7\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e1.1\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e1.3\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e1.5\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e1.6\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd rowspan=\"2\" style=\"width: 53px;\"\u003e\n \u003cp\u003e8%\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 113px;\"\u003e\n \u003cp\u003eRDME/%\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e96\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e91\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e85.5\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e83\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e78\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e75\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e72\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e67\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003ctr\u003e\n \u003ctd style=\"width: 113px;\"\u003e\n \u003cp\u003eMLR/%\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e0.2\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e0.4\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e0.6\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e1.0\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e1.5\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e1.8\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e2.0\u003c/p\u003e\n \u003c/td\u003e\n \u003ctd style=\"width: 41px;\"\u003e\n \u003cp\u003e2.1\u003c/p\u003e\n \u003c/td\u003e\n \u003c/tr\u003e\n \u003c/tbody\u003e\n \u003c/table\u003e\n\u003c/div\u003e\n\u003cp\u003eNotes:Relative dynamic modulus of elasticity\u0026mdash;RDME;Mass loss rate\u0026mdash;MLR\u003c/p\u003e\n\u003cp\u003eFig.5 and Fig.6 are the curves of relative dynamic modulus of elasticity and mass loss rate of composite cement mortar under different silica fume content with the increase of freeze-thaw cycles.It can be seen from Fig.5 that with the increase of freeze-thaw cycles,the relative dynamic modulus of elasticity of composite cement mortar with different silica fume content decreases gradually.Under the same number of freeze-thaw cycles,the relative dynamic elastic modulus of the composite cement mortar with silica fume of 0%,2%,4%,6% and 8% increases first and then decreases with the increase of the proportion of silica fume,when the proportion of silica fume is 4%,the relative dynamic elastic modulus still maintains a large value compared with other proportions.It can be seen that the addition of 4% silica fume is the amount of composite cement mortar to maintain good freeze-thaw resistance.\u003c/p\u003e\n\u003cp\u003eAccording to the analysis of figure 6,in the first 75 freeze-thaw cycles,the development rate of mass loss rate under different proportions of silica fume content is relatively slow,and the mass loss rate under each proportion is not very different.When the freeze-thaw cycles exceed 75 times and continue to increase,the mass loss rate shows a trend of accelerated development.Under the same number of freeze-thaw cycles,with the increase of the proportion of silica fume,the mass loss rate decreases first and then increases.When the proportion of silica fume is 4%,the mass loss rate of composite cement mortar is the lowest,which is consistent with the conclusion of Fig.5.\u003c/p\u003e\n\u003cp\u003e\u003cstrong\u003e2.6 Micro experimental results and analysis\u003c/strong\u003e\u003c/p\u003e\n\u003cp\u003e\u003cstrong\u003e2.6.1\u0026nbsp;\u003c/strong\u003e\u003cstrong\u003eXRD analysis\u003c/strong\u003e\u003c/p\u003e\n\u003cp\u003eFig.7 shows the XRD test of cement paste hydration samples aged 8h and 28d with 60%L\u0026middot;SAC+40%P\u0026middot;O,56%L\u0026middot;SAC+40%P\u0026middot;O+4%SF and 50%L\u0026middot;SAC+40%P\u0026middot;O+10%SF.\u003c/p\u003e\n\u003cp\u003e\u003cimg 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\"\u003e\u003cbr\u003e\u003c/p\u003e\n\u003cp\u003e\u003cstrong\u003e2.6.2 SEM-EDS test\u003c/strong\u003e\u003c/p\u003e\n\u003cp\u003eIn this paper,60%L\u0026middot;SAC+40%P\u0026middot;O,56%L\u0026middot;SAC+40%P\u0026middot;O+4%SF and 50%L\u0026middot;SAC+40%P\u0026middot;O+10%SF were selected for SEM-EDS test of cement paste hydration samples at ages of 8h and 28d.\u003c/p\u003e\n\u003cp\u003eIt can be seen from figure 8 that when the hydration age of the composite cement paste is 8h,a large number of fine rod-like ettringite and flocculent gel are formed in the composite cement with 4% silica fume,which are mainly distributed in the cracks of the cement paste holes.In the holes,it will gradually accumulate and expand,further fill the holes,and make the cement stone structure more dense.Fig.8(a) SF0 sample,composite cement paste in standard curing 8h,the formation of flocculent gel wrapped in the appearance of the surface of the cement particles,the amount of ettringite is less.A large number of flocculent gels and ettringite can be seen in the Fig.(c) SF10 sample,but there are a few microcracks and a dense spatial structure cannot be formed.From the SEM photographs of 28d cement paste,it is found that a large amount of C-S-H gel and ettringite are interlaced in SF4 sample,forming a dense space network structure.The fine silica fume particles react with the laminated Ca(OH)\u003csub\u003e2\u003c/sub\u003e in the cement paste to form a C-S-H gel,which is filled between the voids of the cement particles,improving the bonding force and interface structure,making the interior of cement stone more dense,thereby improving the strength of the cement stone.Small fine cracks appear in both (d) and (f),resulting in lower strength and durability than the sample with 4% silica fume.\u003c/p\u003e\n\u003cp\u003e\u003cstrong\u003e2.7 Mechanism analysis\u003c/strong\u003e\u003c/p\u003e\n\u003cp\u003eThe influence mechanism of silica fume on the microstructure of hardened sulphoaluminate cement paste in the presence of ordinary Portland cement:①The hydration degree of cement is improved,and the secondary hydration reaction (pozzolanic effect) occurs with the hydration product Ca(OH)\u003csub\u003e2\u003c/sub\u003e,the generated C-S-H gel is attached to the hardened cement paste,and the performance of the traditional C-S-H gel is improved,thereby improving the microstructure of the hardened cement stone\u003csup\u003e[5]\u003c/sup\u003e.②Silica fume and its secondary hydration products effectively filled the harmful pores in the cement stone,the harmful pore porosity and total porosity decrease,at the same time,the transition pores and gel pores increase,and the pore size distribution change,the number of small pores increase,the number of large pores decrease,and the distribution is reasonable and uniform,thereby improving the pore structure layout of the cement paste.③The addition of silica fume consumes Ca(OH)\u003csub\u003e2\u003c/sub\u003e in cement paste and improves the interfacial properties between mortar aggregate and cement paste.The water molecules contact with the silica fume to form a silicon-rich gel,which accumulates between the unhydrated cement clinker particles and covers the surface of the cement particles.The silicon-rich gel continues to react with Ca(OH)\u003csub\u003e2\u003c/sub\u003e to form a new C-S-H gel with a low calcium-silicon ratio.These new C-S-H gels are mostly gathered in the pores of the old gel,which greatly improves the structural compactness.More mainly due to the participation of silica fume,the high alkaline compound formed by adding portland cement is transformed into low alkaline compound in the later stage,and the condition of ettringite metastable state is created at the same time,which inhibits the shrinkage of the compressive strength of the cement stone in the later stage and improves the later performance index\u003csup\u003e[6]\u003c/sup\u003e.\u003c/p\u003e"},{"header":"Conclusion","content":"\u003cp\u003e(1)In the sulphoaluminate cement mixed with 40% ordinary Portland cement,the water demand of the composite cement increases with the addition of silica fume.When the fixed proportion of ordinary Portland cement is 40%,the initial setting time increases slowly,the final setting time and time interval increase,and the setting time is shortened compared with the single mixing of silica fume.With the increase of the proportion of silica fume,the early strength change trend is not significant,the strength value of 7d and 28d first increased and then decreased.When the mixed silica fume is 4%,the compressive strength reaches the maximum value,when the mixed silica fume is 6%,the flexural strength reaches the maximum value.The change trend of dry-shrinkage rate of cement mortar mixed with silica fume is consistent with that of single mixed silica fume.The dry-shrinkage rate of specimens increases rapidly in the early stage of curing,and the increase rate of dry-shrinkage value gradually slows down in the later stage.The incorporation of silica fume has a certain inhibitory effect on the dry-shrinkage rate of cement mortar.When the silica fume is 6%,the dry-shrinkage rate of cement mortar reaches the minimum value.\u003c/p\u003e\n\u003cp\u003e(2)When 40% of ordinary Portland cement is fixed in the composite cement mortar,the addition of different amounts of silica fume has little effect on the early carbonation depth of sulphoaluminate cement-based cementitious materials,and an appropriate amount of silica fume can improve the carbonation resistance of cement mortar in the later stage.In sulphoaluminate cement-based materials,the addition of silica fume can improve the\u0026nbsp;freeze-thaw\u0026nbsp;resistance of mortar,with the increase of silica fume content,the\u0026nbsp;freeze-thaw\u0026nbsp;resistance\u0026nbsp;increases first and then decreases.\u003c/p\u003e"},{"header":"Declarations","content":"\u003ch2\u003eAuthor Contribution\u003c/h2\u003e\u003cp\u003eA. wrote the main manuscript text and B. prepared figures 5-8. All authors reviewed the manuscript.\u003c/p\u003e"},{"header":"References","content":"\u003col\u003e\n \u003cli\u003eChen Juan.Research of Properties Modification and Applications of Sulphoaluminate Cement[D].Wuhan University,2005:9-11.\u003c/li\u003e\n \u003cli\u003eWang Hongzhen,Shao Fangjie,Cao Wanzhi,Qiao Hongxia.Study on Ordinary Portland Cement and Low Alkalinity Sulphoaluminate Cement Composite System Performance[J].Concrete,2018(09):89-92.\u003c/li\u003e\n \u003cli\u003eWang Yanmou,Su Muzhen,Zhang Liang.Sulphoaluminate Cement[M].Beijing:Beijing Industrial University Press,1999(in Chinese).\u003c/li\u003e\n \u003cli\u003eLaure Pelletier,Frank Winnfeld,Barbara Lothenhach. The ternary system Portland cement-calcium sulphoaluminate clinker-anhydrite: Hydration mechanism and mortar properties[J].Cem Concr Compos,2010,32:497.\u003c/li\u003e\n \u003cli\u003eFu X,Yang C,Liu Z,etal. Studies on effects of activators on properties and mechanism of hydration of sulphoaluminate cement[J].Cement and Concrete research,2003,33(3):317-320.\u003c/li\u003e\n \u003cli\u003eMa Baoguo,Han Lei,Li Hainan,et al.Impact of Mineral Admixture on the Performance of Sulphoaluminate Cement[J].New Building Materials,2014(9):20-23.\u003c/li\u003e\n\u003c/ol\u003e"}],"fulltextSource":"","fullText":"","funders":[],"hasAdminPriorityOnWorkflow":false,"hasManuscriptDocX":true,"hasOptedInToPreprint":true,"hasPassedJournalQc":"","hasAnyPriority":true,"hideJournal":true,"highlight":"","institution":"","isAcceptedByJournal":false,"isAuthorSuppliedPdf":false,"isDeskRejected":"","isHiddenFromSearch":false,"isInQc":false,"isInWorkflow":false,"isPdf":false,"isPdfUpToDate":true,"isWithdrawnOrRetracted":false,"journal":{"display":true,"email":"[email protected]","identity":"researchsquare","isNatureJournal":false,"hasQc":true,"allowDirectSubmit":true,"externalIdentity":"","sideBox":"","snPcode":"","submissionUrl":"/submission","title":"Research Square","twitterHandle":"researchsquare","acdcEnabled":true,"dfaEnabled":false,"editorialSystem":"","reportingPortfolio":"","inReviewEnabled":false,"inReviewRevisionsEnabled":true},"keywords":"sulphoaluminate cement, mechanical properties, freeze-thaw resistance, hydration mechanism","lastPublishedDoi":"10.21203/rs.3.rs-6628055/v1","lastPublishedDoiUrl":"https://doi.org/10.21203/rs.3.rs-6628055/v1","license":{"name":"CC BY 4.0","url":"https://creativecommons.org/licenses/by/4.0/"},"manuscriptAbstract":"\u003cp\u003eThe water demand of the composite cement increased and the setting time was prolonged by adding silica fume to the sulphoaluminate cement with large amount of ordinary Portland cement.When the silica fume content was 6%,the dry shrinkage rate of the composite cement mortar reached the minimum value of 0.0403% at 60 days.The appropriate amount of silica fume can improve the strength and carbonation resistance of cement mortar in the middle and late stages,and the addition of 4% silica fume has the best effect on the freeze-thaw resistance of mortar.The hydration mechanism of composite cement system with silica fume was analyzed by means of micro-test from the degree of cement hydration and the micro-morphology of hydration products.\u003c/p\u003e","manuscriptTitle":"Study on the Modification of Sulphoaluminate-ordinary Portland Cement-based Materials by Silica Fume Content","msid":"","msnumber":"","nonDraftVersions":[{"code":1,"date":"2025-05-23 10:54:48","doi":"10.21203/rs.3.rs-6628055/v1","editorialEvents":[{"type":"communityComments","content":0}],"status":"published","journal":{"display":true,"email":"[email protected]","identity":"researchsquare","isNatureJournal":false,"hasQc":true,"allowDirectSubmit":true,"externalIdentity":"","sideBox":"","snPcode":"","submissionUrl":"/submission","title":"Research Square","twitterHandle":"researchsquare","acdcEnabled":true,"dfaEnabled":false,"editorialSystem":"","reportingPortfolio":"","inReviewEnabled":false,"inReviewRevisionsEnabled":true}}],"origin":"","ownerIdentity":"01fb8109-d315-4323-bddf-7ab7d98b391a","owner":[],"postedDate":"May 23rd, 2025","published":true,"recentEditorialEvents":[],"rejectedJournal":[],"revision":"","amendment":"","status":"posted","subjectAreas":[],"tags":[],"updatedAt":"2025-05-23T10:54:51+00:00","versionOfRecord":[],"versionCreatedAt":"2025-05-23 10:54:48","video":"","vorDoi":"","vorDoiUrl":"","workflowStages":[]},"version":"v1","identity":"rs-6628055","journalConfig":"researchsquare"},"__N_SSP":true},"page":"/article/[identity]/[[...version]]","query":{"redirect":"/article/rs-6628055","identity":"rs-6628055","version":["v1"]},"buildId":"8U1c8b4HqxoKbykW_rLl7","isFallback":false,"isExperimentalCompile":false,"dynamicIds":[84888],"gssp":true,"scriptLoader":[]}