第六期_2021_《混凝土與水泥制品》雜志社

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第六期

凍融循環對完全碳化混凝土軸拉性能的影響

周雁玲，曹大富，葛文杰，張鑫，董政

2021年第6期

摘要

引用本文

摘 ? 要：為研究凍融作用對完全碳化混凝土軸拉性能的影響，制作了C30、C40、C45三個強度等級的混凝土試件，經完全碳化后進行凍融循環試驗和軸心受拉試驗。結果表明：完全碳化使C30、C40和C45混凝土的峰值應力分別上升8.7%、9.7%和12.1%，峰值應變分別上升1.9%、7.2%和9.6%；隨凍融循環次數的增加，混凝土受拉峰值應力和峰值應變不斷下降，且混凝土強度等級越低，下降速度越快。根據碳化后不同凍融循環次數時混凝土的峰值應力和峰值應變數據變化情況，提出了相應的擬合公式。根據試驗結果擬合了受拉應力-應變上升段曲線，結果表明：擬合效果良好。 Abstract: In order to study the influence of freeze-thaw on the axial tensile property of concrete after full carbonation, the specimens of C30, C40 and C45 were prepared. After full carbonation, freeze-thaw cycles and axial tensile tests were carried out. The results show that full carbonation increases the peak stress of C30, C40 and C45 concrete by 8.7%, 9.7% and 12.1%, and the peak strain by 1.9%, 7.2% and 9.6% respectively. With the increase of freeze-thaw cycles, the peak tensile stress and strain of concrete decrease. The lower the concrete grade, the faster the changing rate. According to the data changes of peak stress and peak strain at different freeze-thaw times after carbonation, a fitting formula was proposed. The tensile stress-strain rising curves were fitted, and the results show that the fitting effect is good.

周雁玲,曹大富,葛文杰,等.凍融循環對完全碳化混凝土軸拉性能的影響[J].混凝土與水泥制品,2021(6):1-7. ZHOU Y L,CAO D F,GE W J,et al.The Effect of Freeze-thaw Cycles on Axial Tensile Property of Full Carbonated Concrete[J].CHINA CONCRETE AND CEMENT PRODUCTS,2021(6):1-7.

3D打印混凝土關鍵問題及應用展望

張啟云

2021年第6期

摘要

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摘 ? 要：對3D打印混凝土材料的流變性及可打印性、層間性能及各向異性、3D打印混凝土的纖維增韌方法及協同增韌技術等關鍵問題進行了總結和討論，并對3D打印混凝土的工程應用進行了分析及展望。 Abstract: The key issues for 3D printing concrete such as the rheology and printability properties of concrete materials, the interlayer and anisotropy properties of 3D printing concrete, the fiber and concurrent reinforcement technology are summarized and discussed, and the engineering application of 3D printing concrete is analyzed and prospected.

張啟云.3D打印混凝土關鍵問題及應用展望[J].混凝土與水泥制品,2021(6):8-12,18. ZHANG Q Y.Key Issues and Application Prospects of 3D Printing Concrete[J].CHINA CONCRETE AND CEMENT PRODUCTS,2021(6):8-12,18.

多元膠凝材料水化熱動力學研究

任旭1,2，張秀貞1,2，劉志超1,2，何永佳1,2，胡曙光1,2，曾波3

2021年第6期

摘要

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摘 ? 要：采用等溫量熱法測定了不同體系的多元膠凝材料水化放熱速率和累計放熱量，分析了礦物摻合料、溫度和早強劑對膠凝材料水化放熱過程的影響?；贙rstulovic-Dabic水化動力學模型計算了總放熱量、水化時間和反應速率常數等動力學參數，討論了不同體系膠凝材料水化反應各階段的反應速率與反應程度的關系。結果表明：水泥、水泥-礦渣多元膠凝材料和水泥-粉煤灰多元膠凝材料的水化動力學過程可分為結晶成核與晶體生長（NG）、相邊界反應（I）和擴散（D）3個階段；在高溫下和添加早強劑條件下，多元膠凝材料的水化動力學過程控制階段為結晶成核與晶體生長（NG）和擴散（D）2個階段。 Abstract: Hydration heat emission rate and cumulative hydration heat of different cementitious material were measured by isothermal calorimetry, and the effects of mineral admixtures, temperature and hardening accelerator on the hydration process of cementitious materials were analyzed. Based on the Krstulovic-Dabic hydration kinetic model, the kinetic parameters such as total hydration heat, hydration time and reaction rate constant were calculated, and the relationship between the reaction rate and the degree of hydration was discussed. The results show that the hydration kinetics of cement, cement-slag binder and cement-fly ash binder can be divided into 3 stages (NG, I and D), and the hydration kinetics of multiple cementitious materials under high temperature and hardening accelerator can be controled by 2 stages (NG and D).

任旭,張秀貞,劉志超,等.多元膠凝材料水化熱動力學研究[J].混凝土與水泥制品,2021(6):13-18. REN X,ZHANG X Z,LIU Z C,et al.Study on Hydration Thermodynamics and Kinetics of Multiple Cementitious Materials[J].CHINA CONCRETE AND CEMENT PRODUCTS,2021(6):13-18.

基于耗散能理論的橡膠自密實混凝土疲勞力學性能研究

田華軒，陳徐東，陳晨，劉志恒

2021年第6期

摘要

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摘 ? 要：為研究橡膠自密實混凝土在循環荷載作用下的疲勞壽命，利用MTS液壓伺服試驗機進行了橡膠自密實混凝土四點彎曲疲勞試驗?；谀芰糠ǚ治隽讼鹉z自密實混凝土的能量耗散特性。研究結果表明：橡膠自密實混凝土的單周疲勞耗散能wd呈現出明顯的階段性，其中，B階段為主要階段，且基本保持恒定；同一加載頻率下，wd與應力水平呈指數關系；同一應力水平下，加載頻率越高，wd越大；在低應力水平時的臨界耗散能Wcd大于高應力水平時的臨界耗散能，且Wcd隨應力水平近似線性降低。此外，提出了一種基于耗散能的橡膠自密實混凝土的疲勞壽命預測方法，并與試驗結果進行了對比，驗證了該預測方法的有效性。 Abstract: In order to study the fatigue life of rubber self-compacting concrete under cyclic loading, the four-point bending fatigue test of rubber self-compacting concrete was carried out using MTS hydraulic servo testing machine, and the energy dissipation characteristics of rubber self-compacting concrete were analyzed based on the energy method. The results show that the single-cycle fatigue dissipation energy wd of rubber self-compacting concrete presents an obvious three-stage nature, of which the second stage is the main stage and remains basically constant. Under the same loading frequency, wd has an exponential relationship with the stress level, and under the same stress level , the higher the loading frequency, the greater wd. The critical dissipation energy Wcd at low stress levels is greater than the critical dissipation energy at high stress levels, and Wcd decreases approximately linearly with the load level. In addition, a method for predicting the fatigue life of rubber self-compacting concrete based on dissipated energy is proposed and compared with the test results to verify the effectiveness of the prediction method.

田華軒,陳徐東,陳晨,等.基于耗散能理論的橡膠自密實混凝土疲勞力學性能研究[J].混凝土與水泥制品,2021(6):19-24. TIAN H X,CHEN X D,CHEN C,et al.Study on Fatigue Mechanical Property of Rubber Self-compacting Concrete Based on Energy Dissipation[J].CHINA CONCRETE AND CEMENT PRODUCTS,2021(6):19-24.

自密實補償收縮高強鋼管混凝土的制備及應用

周孝軍1,2，龐帥1,2，丁慶軍2,3，牟廷敏2,4，彭健秋1,2，李成君2,5

2021年第6期

摘要

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摘 ? 要：為解決高強鋼管混凝土組合結構高墩的主管內高拋混凝土與大流動性、低收縮協同提升的難題，研究了膠凝材料組成體系、骨料母巖強度對混凝土工作性和力學性能的影響，探究了膨脹劑摻量對混凝土體積穩定性的影響，并通過SEM分析了高強鋼管混凝土的微觀結構。結果表明：硅灰與粉煤灰微珠復摻能有效降低混凝土的黏度；母巖強度較高的玄武巖能保證后期強度穩定增長；摻35 kg/m3的膨脹劑能保證混凝土的體積穩定性；微觀結構顯示混凝土具有致密的結構、飽滿的界面過渡區。摻硅灰、粉煤灰微珠與適量膨脹劑，利用玄武巖碎石能制備性能優異的自密實補償收縮高強混凝土，并將其成功應用于四川涼山金陽河特大橋組合結構橋墩。 Abstract: In order to solve the problem of synergistic improvement of high throwing, large fluidity, and low shrinkage in the main pipes of the high concrete filled steel tube composite structure high pier, the effects of cementitious material composition system and aggregate mother rock strength on the working performance and mechanical properties of concrete were studied. The effect of the amount of expansion agent on the volume stability of concrete was investigated. The microstructure of high-strength steel tube concrete was analyzed by SEM. The results show that the mineral admixture system of silica fume and fly ash microbeads can effectively reduce the viscosity of the concrete. The basalt with high mother rock strength can guarantee the stable growth of the later strength. The expansion agent of 35 kg/m3 can guarantee the concrete volume stability performance. The microstructure shows that the concrete has a dense structure and a full interface transition zone. With the addition of silica fume and fly ash microbeads and an appropriate amount of expansion agent, the self-compacting shrinkage-compensating high-strength concrete was prepared with excellent performance and it was successfully applied to the combination structure of Jinyanghe Bridge in Liangshan, Sichuan Pier.

周孝軍,龐帥,丁慶軍,等.自密實補償收縮高強鋼管混凝土的制備及應用[J].混凝土與水泥制品,2021(6):25-29. ZHOU X J,PANG S,DING Q J,et al.Application and Preparation of Self-compacting Shrinkage-compensating High-strength Concrete for Steel Tube[J].CHINA CONCRETE AND CEMENT PRODUCTS,2021(6):25-29.

關于預拌混凝土企業開展綠色建材產品認證自評價工作的要點

魏霞，李衛東，梁宏偉

2021年第6期

摘要

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摘 ? 要：綠色建材產品認證作為一項新的認證制度目前正在全國范圍內有序推進。通過對預拌混凝土企業開展綠色建材產品認證前自評價工作的研究，分析了評價標準、評價項目、評價結果以及開展評價工作的步驟和方法，為預拌混凝土企業開展自評價工作提供參考。 Abstract: Green building materials products certification is a new certification system, which is proceeding in nationwide. Through research the self-assessment work before green building materials product certification in ready-mixed concrete enterprises, the assessment criteria, assessment items, assessment result and the steps and methods were analyzed during the assessment work to provide the reference for ready-mixed concrete enterprises.

魏霞,李衛東,梁宏偉.關于預拌混凝土企業開展綠色建材產品認證自評價工作的要點[J].混凝土與水泥制品,2021(6):30-34. WEI X,LI W D,LIANG H W.The Key Points to Prepare the Self-evaluation of Green Building Materials Product Certification for Ready-mixed Concrete Enterprises[J].CHINA CONCRETE AND CEMENT PRODUCTS,2021(6):30-34.

一種輸電鐵塔用裝配式板式基礎的設計與模擬

王彥海1,2，任文強1,2，劉曉亮1,2，時文峰3

2021年第6期

摘要

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摘 ?要：為提升山區丘陵等施工環境復雜地段的輸電鐵塔基礎建設效率，以廣泛應用的板式基礎為研究對象，基于模塊化、標準化及規范化的設計思想，分析了其受載特性及傳荷路徑，研發了裝配式板式基礎模塊化方案和節點連接設計方法，并通過具體工程實例對設計方法進行了理論研究，最后利用ABAQUS軟件對設計實例中的基礎整體及節點受力情況進行了仿真分析。結果表明：裝配式板式基礎各模塊受力合理，荷載傳遞路徑明確，鋼筋及節點連接構件應力與理論計算結果接近，能滿足工程設計要求。 Abstract: In order to improve the efficiency of transmission tower foundation construction in mountainous and hilly areas with complex construction environment, the plate foundation widely used in transmission lines was taken as the research object. Based on the design idea of modularization, standardization and normalization, the loading characteristics and load transfer path of the foundation were analyzed. In order to meet the structural stability and component strength, the modular scheme of assembled slab foundation and the design method of joint connecting component were systematically studied, and the theoretical application of the design method was carried out through specific engineering examples. Finally, ABAQUS software was used to analyze the stress of whole foundation and joints in the design example. The results show that the stress of steel bar and joint connection members are close to the theoretical calculation results, and meet the engineering design requirements, which proves the feasibility of the design method.

王彥海,任文強,劉曉亮,等.一種輸電鐵塔用裝配式板式基礎的設計與模擬[J].混凝土與水泥制品,2021(6):35-40,45. WANG Y H,REN W Q,LIU X L,et al.Design and Simulation of the Assembled Slab Foundation for Transmission Tower[J].CHINA CONCRETE AND CEMENT PRODUCTS,2021(6):35-40,45.

石粉含量對預制構件混凝土性能的影響研究

趙斌

2021年第6期

摘要

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摘 ? 要：為了解石粉含量對機制砂混凝土的性能影響，制備了2%、5%、7%、10%四種石粉含量的機制砂混凝土，分別研究了其力學性能、工作性及耐久性，探究了不同石粉含量機制砂在預制構件混凝土中的應用，進行了裝配式構件的試生產。結果表明：在合適摻量下，石粉在一定程度上能改善機制砂的堆積密度，從而提高混凝土強度；石粉含量過大會降低混凝土密實性，從而影響混凝土力學性能；采用機制砂配制的混凝土力學性能、抗滲性能和抗凍性能可以達到與天然砂混凝土的同等水平。 Abstract: In order to study the influence of stone powder content on the performance of manufactured sand concrete, the manufactured sand concrete with 2%, 5%, 7% and 10% of stone powder was prepared, and its mechanical properties, working performance and durability were studied respectively. The application of manufactured sand with different stone powder content in prefabricated component concrete was studied, and the prefabricated component was producted in factory. The results show that stone powder can improve the strength of the concrete by improving the bulk density of manufactured sand in a certain extent. Excessive stone powder content will reduce the compactness of concrete and have bad effect on the mechanical properties of concrete. The mechanical properties, impermeability and frost resistance of concrete with manufactured sand are similar to those of concrete with natural sand.

趙斌.石粉含量對預制構件混凝土性能的影響研究[J].混凝土與水泥制品,2021(6):41-45. Effect of Different Stone Powder Content on the Performance of Precast ConcreteZHAO Bin[J].CHINA CONCRETE AND CEMENT PRODUCTS,2021(6):41-45.

綜合管廊用氣密性混凝土的制備及應用研究

劉華東，張榮華，蔣小勇，桂根生，吳鑫

2021年第6期

摘要

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摘 ? 要：為避免綜合管廊燃氣泄漏造成的安全隱患，制備了氣密性能符合要求的氣密性混凝土，研究了膠凝材料用量、水膠比、砂率、礦物摻合料以及外加組分對綜合管廊用氣密性混凝土性能的影響。根據試驗結果，成功制備了工作性良好的C40氣密性混凝土，其透氣系數達到4.72×10-12 cm/s，并成功應用于實際工程。 Abstract: In order to avoid the potential safety hazard caused by gas leakage in utility tunnel, the effects of cementitious material dosage, W/C, sand ratio, mineral admixtures and additional components on airtight concrete for utility tunnel were studied. According to the test results, C40 airtight concrete with good workability is successfully prepared, and its air permeability coefficient reaches 4.72×10-12 cm/s, which is applied to practical engineering successfully. ?

劉華東,張榮華,蔣小勇,等.綜合管廊用氣密性混凝土的制備及應用研究[J].混凝土與水泥制品,2021(6):46-49. LIU H D,ZHANG R H,JIANG X Y,et al.Preparation and Application of Airtight Concrete for Utility Tunnel[J].CHINA CONCRETE AND CEMENT PRODUCTS,2021(6):46-49.

鋼-PVA混雜纖維再生混凝土梁抗彎性能試驗研究

蘇駿1,2，趙家玉1，李磊1

2021年第6期

摘要

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蘇駿,趙家玉,李磊.鋼-PVA混雜纖維再生混凝土梁抗彎性能試驗研究[J].混凝土與水泥制品,2021(6):50-55. SU J,ZHAO J Y,LI L.Experimental Study on Flexural Behavior of Steel-PVA Hybrid Fiber Reinforced Recycled Concrete Beams[J].CHINA CONCRETE AND CEMENT PRODUCTS,2021(6):50-55.

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