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    蘇州混凝土水泥制品研究院有限公司

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    發布時間:2020-01-06 00:00:00
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    第十二期

    模擬混凝土孔隙溶液pH值對鋼筋表面鈍化膜的影響
    模擬混凝土孔隙溶液pH值對鋼筋表面鈍化膜的影響
    • 林崇雄
    2021年第12期
    摘要
    引用本文
    摘 ? 要:通過自腐蝕電位、電化學阻抗譜和線性極化曲線測試研究了模擬混凝土孔隙溶液pH值(13.5、12.5、11.5)對鋼筋表面鈍化膜的影響。結果表明:三種測試方法得出的結論基本一致,相同Cl-含量的模擬混凝土孔隙溶液pH值越高,鋼筋表面鈍化膜腐蝕破壞越??;提高孔隙溶液的pH值,能顯著提高鋼筋表面鈍化膜的耐腐蝕性能;通過預鈍化處理鋼筋和提高混凝土孔隙溶液的堿性,可顯著提高混凝土工程中鋼筋的抗腐蝕性能。 Abstract: The influence of the pH value(13.5、12.5、11.5) of the simulated concrete pore solution on the passive film of steel bar was studied by the corrosion potential, electrochemical impedance spectroscopy and linear polarization curves tests. The results show that the three kinds of test methods have the same conclusion basically. The passive film on the surface of the steel bar has lower corrosion trend in the simulated concrete pore solution with same chloride ion content and higher pH value. By improving the alkalinity of the pore solution, the corrosion resistance of the passive film on the surface of the steel rebar can be significantly improved. By pre-passivating the steel bar and improving the alkalinity of the concrete pore solution, the corrosion resistance of the steel bars in the concrete can be significantly enhanced.
    林崇雄.模擬混凝土孔隙溶液pH值對鋼筋表面鈍化膜的影響[J].混凝土與水泥制品,2021(12):1-5,11. LIN C X.Influence of pH Value of Simulated Concrete Pore Solution on Passive Film of Steel Bar[J].China Concrete and Cement Products,2021(12):1-5,11.
    高性能水泥基灌漿料的制備及研究
    高性能水泥基灌漿料的制備及研究
    • 蔣 濤1,廖開星2,潘從玲1,俞 鋒1,韓玉春1,吳劍劍2,彭先兵1
    2021年第12期
    摘要
    引用本文
    摘 ? 要:研究了細骨料種類和級配、膨脹劑摻量對高性能水泥基灌漿料性能的影響,并對比分析了緩凝劑摻量及摻入方式對其實際應用效果的影響。結果表明:采用河砂作為細骨料制備的灌漿料能夠保持較好的流動性,但其強度低于采用石英砂或機制砂作為細骨料的灌漿料;當膨脹劑摻量為2%時,灌漿料的豎向膨脹率能夠滿足GB/T 50448—2015《水泥基灌漿材料應用技術規范》的要求;兩種緩凝劑復摻的效果優于單摻,復摻0.8‰緩凝劑RA+0.8‰緩凝劑RB可明顯延長Ⅳ類灌漿料的凝結時間,且30 min經時擴展度損失較小,對強度的影響也較小,能夠滿足實際工程要求。 Abstract: The effects of different fine aggregate, gradation and expansive agent content on the performance of cement-based high-performance grouting material were studied, and the practical application effects of retarder content and mixing mode in grouting material were compared and analyzed. The results show that when river sand is used as fine aggregate, the grouting material can maintain good fluidity, but its strength is lower than that of grouting material with quartz sand or machine-made sand as fine aggregate. When the content of expansion agent is 2%, the vertical expansion rate of grouting material can meet the requirements of GB/T 50448—2015 The Application Requirements of Technical Code for Application of Cement-based Grouting Materials. The effect of the two retarders is better than that of the single retarder. The compound addition of 0.8‰ retarder RA+0.8‰ retarder RB can significantly prolong the setting time of Ⅳ grouting material and has little impact on the strength, so it can be well applied to practical projects.
    蔣濤,廖開星,潘從玲,等.高性能水泥基灌漿料的制備及研究[J].混凝土與水泥制品,2021(12):6-11. JIANG T,LIAO K X,PAN C L,et al.Study on Preparation and Application of High Performance Cement-based Grouting Material[J].China Concrete and Cement Products,2021(12):6-11.
    隧道濕噴高性能噴射混凝土配合比試驗研究
    隧道濕噴高性能噴射混凝土配合比試驗研究
    • 張 戈1,安明喆1,王 月1,王 靖2,黃良賢1,劉俊元2
    2021年第12期
    摘要
    引用本文
    摘 ? 要:基于回彈率、強度和耐久性的要求,進行了膠凝材料用量、水膠比及砂率對噴射混凝土性能影響的試驗研究。結果表明:水膠比影響著噴射混凝土的內聚力和黏附力,是影響回彈率的最主要因素;受工作性和施工工藝的影響,膠凝材料用量是影響噴射混凝土1 d和28 d抗壓強度的主要因素;當膠凝材料用量為540 kg/m3、水膠比為0.38、砂率為50%、硅灰摻量為15%時,可制備出回彈率為8.2%,28 d抗壓強度為71.2 MPa,電通量為133 C,抗凍等級大于F300,28 d碳化深度為2 mm的高性能噴射混凝土。 Abstract: Based on the requirements of rebound rate, strength and durability, the experimental study on the influence of the content of cementitious materials, water-binder ratio and sand ratio on the performance of shotcrete was carried out. The results show that the water-binder ratio affects the cohesion and adhesion of shotcrete, which is the most important factor affecting the rebound rate. Affected by workability and construction technology, the content of cementitious materials is the main factor affecting the compressive strength of shotcrete at 1 d and 28 d. The high-performance shotcrete with dosage of cementitious material is 540 kg/m3, water-binder ratio is 0.38, sand ratio is 50% and silica fume content is 15% has excellent properties. Its rebound rate is 8.2%, the 28 d compressive strength is 71.2 MPa, the electric flux is 133 C, and the frost resistance level is greater than F300, and the 28 d carbonation depth is 2 mm.
    張戈,安明喆,王月,等.隧道濕噴高性能噴射混凝土配合比試驗研究[J].混凝土與水泥制品,2021(12):12-15,28. ZHANG G,AN M Z,WANG Y,et al.Experimental Study on Mix Proportion of High Performance Wet-mix Shotcrete in Tunnel[J].China Concrete and Cement Products,2021(12):12-15,28.
    混凝土斷裂能尺寸效應研究綜述
    混凝土斷裂能尺寸效應研究綜述
    • 卜靜武1,劉雨夕1,徐 穎2
    2021年第12期
    摘要
    引用本文
    摘 ? 要:對近年來國內外有關混凝土斷裂能尺寸效應的研究成果進行了總結與討論,介紹了混凝土斷裂能的試驗方法,并針對三點彎曲梁法和楔入劈拉法獲得的數據分別進行了分析,討論了試件高度、寬度、縫高比、跨高比、韌帶高度、韌帶面積對混凝土斷裂能的影響。此外,針對現有研究中存在的不足,提出了下一步研究的方向。 Abstract: The experimental results on the size factors on the fracture energy of concrete in recent years are summarized and discussed. The concrete fracture energy test methods are introduced, and the data obtained by the three-point bending beam method and the wedge splitting method are analyzed respectively. The different influencing factors, such as specimen height, width, seam-to-height ratio, span-to-height ratio, ligament height, ligament area on the fracture energy of concrete are discussed through the data obtained by the three-point bending test and wedge splitting test. In addition, based on the problems in the existing research, the future research direction is proposed.
    卜靜武,劉雨夕,徐穎.混凝土斷裂能尺寸效應研究綜述[J].混凝土與水泥制品,2021(12):16-19,28. BU J W,LIU Y X,XU Y.Research Review on the Size Effect of Fracture Energy of Concrete[J].China Concrete and Cement Products,2021(12):2021(12):16-19,28.
    基于孔結構特征的透水混凝土性能研究進展
    基于孔結構特征的透水混凝土性能研究進展
    • 黃冬輝1,崔 璨1,湯斐宇1,趙海濤2,趙 暉3
    2021年第12期
    摘要
    引用本文
    摘 ? 要:基于國內外現有研究成果,總結了透水混凝土孔結構特征的表征方法,綜述了孔結構特征對透水混凝土透水性能和力學性能的影響以及透水混凝土的透水性能和力學性能之間的關系,并對進一步研究方向進行了展望。 Abstract: Based on existing research results at home and abroad, the characterization method of the pore structure characteristics of permeable concrete is summarized. The influence of pore structure characteristics on the water permeability and mechanical properties of permeable concrete and the relationship between the water permeability and mechanical properties of permeable concrete are reviewed, and further research directions are prospected.
    黃冬輝,崔璨,湯斐宇,等.基于孔結構特征的透水混凝土性能研究進展[J].混凝土與水泥制品,2021(12):20-23. HUANG D H,CUI C,TANG F Y,et al.Review on the Pervious Concrete Performance Based on the Pore Structure Characteristics[J].China Concrete and Cement Products,2021(12):2021(12):20-23.
    原材料氯離子含量對硬化混凝土中氯離子總量的影響
    原材料氯離子含量對硬化混凝土中氯離子總量的影響
    • 張琨健1,2
    2021年第12期
    摘要
    引用本文
    摘 ? 要:通過分析混凝土中各原材料的氯離子含量,研究了不同氯離子含量的砂樣和水樣、不同養護齡期以及不同強度等級對新拌混凝土及硬化混凝土中氯離子總量的影響。結果表明:隨著砂、水中氯離子含量的增加,混凝土拌合物及硬化混凝土中氯離子含量顯著增加;混凝土硬化后隨著齡期的增長,其氯離子含量呈下降趨勢;當砂中氯離子含量超出規定時,混凝土中的氯離子總量容易超標,即使混凝土其他原材料氯離子含量都達標,硬化后的氯離子含量也仍可能超標;隨著混凝土強度等級的提高,混凝土中的氯離子總量明顯降低;各原材料的氯離子含量計算總量接近且略高于新拌混凝土實測氯離子含量,可采用計算混凝土各原材料中氯離子含量的方法預測硬化混凝土中氯離子總量是否超標。 Abstract: Through the analysis of the Cl- content of various raw materials in concrete, the impact of sand samples and water samples with different Cl- content and different curing ages, different strength grades on the total Cl- content in concrete mixtures of and hardened concrete were studied. The results show that as the Cl- content in sand or water increases, the Cl- content in the concrete mixture and hardened concrete increases significantly. After hardening, as the curing age increases, the Cl- content of the concrete shows a downward trend. When the Cl- content in the sand exceeds the standards, the Cl- content in the concrete easily exceeds the target. Even if the Cl- content of each raw material of concrete meets the standard, the Cl- content of the concrete may still exceed the standard after hardening. With the improvement of concrete design strength grade, the Cl- content in the concrete decreases significantly. The calculated values of total Cl- content of each raw material is close to and slightly higher than the test values of chloride ion content of fresh concrete. The method of calculating the total amount of Cl- in each raw material of concrete can be used to determine whether the Cl- content in hardened concrete exceeds the standard.
    張琨健.原材料氯離子含量對硬化混凝土中氯離子總量的影響[J].混凝土與水泥制品,2021(12):24-28. ZHANG K?J.Influence of Cl- Content of Raw Materials to Cl-?Content in Hardened?Concrete[J].China Concrete and Cement Products,2021(12):24-28.
    預應力鋼筒混凝土管極限內壓與損傷機理研究
    預應力鋼筒混凝土管極限內壓與損傷機理研究
    • 李海珍1,馮 新1,張 寬1,劉賢良2
    2021年第12期
    摘要
    引用本文
    摘 ? 要:通過建立運行期管線及其周圍土體的非線性有限元模型,研究了預應力鋼筒混凝土管(PCCP)在極限內壓荷載下的損傷演化規律。結果表明:管線在工作壓力及設計壓力荷載下均可安全運行;隨內水壓力的進一步增加,管芯由受壓轉變為受拉狀態,進而出現(微)裂縫損傷,且材料損傷先在管芯內側出現,管芯損傷后鋼筒應力迅速增加直至達到其屈服強度,達到彈性極限狀態;在極限內壓下埋地管線內外層材料失效位置不同,但材料損傷均由插口端向管體中部延伸。研究成果可為遭受水錘作用PCCP管線的損傷評價提供參考。 Abstract: The nonlinear finite element model of pipeline was established including its surrounding soil, then the material damage and damage mechanism of the pipeline under the limit internal pressure load were analyzed. The results show that the pipe can operate safely under the working internal pressure and the design pressure in both cases. With increasing of internal water pressure, the concrete core transforms into tension state, and then (micro) crack damage in inner side occurrs first. Due to the material damage of the pipe core, the stress of the steel cylinder increases rapidly until it reaches its yield strength. The damage position of each material is different under the combined loads, however, the damage is both extended from the spigot end to the middle of the pipe. The finding can provide a reference and suggestions for damage assessment of in-service PCCP.
    李海珍,馮新,張寬,等.預應力鋼筒混凝土管極限內壓與損傷機理研究[J].混凝土與水泥制品,2021(12):29-33,41. LI H Z,FENG X,ZHANG K,et al.Investigation on Ultimate Internal Pressure and Damage Mechanism of PCCP[J].China Concrete and Cement Products,2021(12):29-33,41.
    環形超高性能混凝土制品離心成型試驗研究
    環形超高性能混凝土制品離心成型試驗研究
    • 黃福云1,桂 奎1,林 潮2,黃 偉1,馬 宇1,楊芳芳1
    2021年第12期
    摘要
    引用本文
    摘 ? 要:為改善環形UHPC制品離心成型質量問題,試驗研究了水膠比、鋼纖維摻量、減水劑、骨料摻量等因素對環形UHPC制品離心成型質量的影響。試驗室研究結果表明:單摻細骨料UHPC制品隨著水膠比的增大,其壁厚不均勻度也隨之增大,制品離心成型難度也越大;雙摻細骨料UHPC制品隨著水膠比的增大,其壁厚不均勻度基本呈現先減小后增大的趨勢;適宜雙摻細骨料UHPC制品離心成型的水膠比范圍比單摻細骨料UHPC制品的大;減水劑用量宜為1.2%~1.5%,當減水劑用量超過2.0%時,制品無法成型;含粗骨料UHPC制品的水膠比范圍宜為0.16~0.17,鋼纖維摻量與粗骨料體積含量呈反比關系,骨料的摻加能防止鋼纖維“跑偏”,減少鋼纖維集中分布在最外層現象的發生;采用離心成型工藝,單摻細骨料UHPC制品的混凝土坍落度宜控制在90~150 mm,雙摻細骨料UHPC制品的混凝土坍落度宜控制在120~180 mm。 Abstract: In order to improve the insufficient centrifugal forming of UHPC pipe structure, the test parameters include water binder ratio, steel fiber content, water reducing agent, aggregate content, etc. on the experimental study of UHPC circular products by cemtrifugal forming were carried out. The results show that with the increase of water-binder ratio, the wall thickness unevenness of single mixed fine aggregate UHPC products increases, and the products are more difficult to centrifugal molding. With the increase of water-binder ratio, the wall thickness of double mixed fine aggregate UHPC products basically shows a trend of decreasing first and then increasing, and the range of water-binder ratio of double mixed fine aggregate UHPC products is larger. The dosage of water reducing agent should be 1.2%~1.5%. When the dosage exceeds 2.0%, the products are not formed. The recommended water-binder ratio should be 0.16~0.17, the volume content of steel fiber and coarse aggregate is inversely proportional, in order to prevent the deviation of steel fiber and reduce the phenomenon of steel fiber concentrated in the outermost layer, the slump range of single mixed fine aggregate UHPC products is 90~150 mm and the double mixed fine aggregate UHPC products is 120~180 mm.
    黃福云,桂奎,林潮,等.環形超高性能混凝土制品離心成型試驗研究[J].混凝土與水泥制品,2021(12):34-41. HUANG F Y,GUI K,LIN C,et al.Experimental Study on Circular Ultra-high Performance Concrete Products Using Centrifugal Forming[J].China Concrete and Cement Products,2021(12):34-41.
    預制混凝土勁性復合樁地基設計及有限元分析
    預制混凝土勁性復合樁地基設計及有限元分析
    • 王 亭1,曹 陽2,李建立3,張志紅4
    2021年第12期
    摘要
    引用本文
    摘 ? 要:以夾砂層地質為研究背景,結合工程實例,采用規范計算、現場載荷試驗及ANSYS有限元分析方法,對預制混凝土勁性復合樁(PPRC勁性復合樁)地基進行了設計計算,并將結果進行了分析比較。結果表明,PPRC勁性復合樁單樁抗壓承載力試驗值與有限元分析結果較相近,且大于承載力設計值,PPRC勁性復合樁承載力特征值滿足設計要求;通過與水泥粉煤灰碎石樁(CFG樁)對比可知,PPRC勁性復合樁經濟優勢明顯,具有較好的推廣前景。 Abstract: Take the geology of site mezzanine layer as the background of the study and combine with the engineering examples, theoretical calculationsthe, static load tests and ANSYS finite element analysis were used to design iso-core PPRC strength composite pile. The results show that the test value of the single-pile pressure-resistant carrying capacity of the strength composite pile is similar to the analysis value of finite element,and greater than the carrying capacity design value. The composite foundation carrying feature value meets the design requirements. Through comparison and analysis with CFG pile composite foundation, it is found that the economic advantages of the PPRC strength composite pile composite foundation are obvious and have good prospects for popularization.
    王亭,曹陽,李建立,等.預制混凝土勁性復合樁地基設計及有限元分析[J].混凝土與水泥制品,2021(12):42-44,49. WANG T,CAO Y,LI J L,et al.Design and Finite Element Analysis on Foundation of PPRC Strength Composite Piles[J].China Concrete and Cement Products,2021(12):42-44,49.
    玄武巖纖維對3D打印再生水泥基材料性能的影響研究
    玄武巖纖維對3D打印再生水泥基材料性能的影響研究
    • 余 盈,李 犇,許亮軍,鄧宇軒,馬瑤娜,謝詠菲
    2021年第12期
    摘要
    引用本文
    摘 ? 要:研究了不同摻量的玄武巖纖維對3D打印再生水泥基材料工作性與力學性能的影響。結果表明:當玄武巖纖維摻量為0.3%~0.5%時,可滿足3D打印所需的流動性、可擠出性、可建造性、凝結時間等要求,且所制備的3D打印再生水泥基材料的抗壓與抗折性能均較好。 Abstract: The effects of different contents of basalt fiber on the workability and mechanical properties of 3D printed recycled cement-based materials were studied. The results show that when the content of basalt fiber is 0.3%~0.5%, it can meet the requirements of fluidity, extrudability, constructability and setting time for 3D printing, and the compressive and flexural properties of the prepared 3D printed recycled cement-based materials are good.
    余盈,李犇,許亮軍,等.玄武巖纖維對3D打印再生水泥基材料性能的影響研究[J].混凝土與水泥制品,2021(12):45-49. YU Y,LI B,XU L J,et al.DENG Yu-xuan,Research on the Influence of Basalt Fiber on the Properties of 3D Printed Recycled Cement-based Materials[J].China Concrete and Cement Products,2021(12):45-49.
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