摘   要：以实际工程为依托，研发了一种新型露骨料饰面SP墙板，阐述了该墙板的饰面工艺、预应力工艺、预埋件定位等生产技术，介绍了其在生产过程中的质量控制技术和产品检验过程，最后介绍了新型露骨料饰面SP墙板在全装配混凝土结构新型工业厂房外围护系统中的应用。 Abstract: Based on the actual project, a new type of exposed aggregate facing SP wallboard is developed. The production technology of the wall panel, such as facing technology, prestress technology and embedded parts positioning are described. The quality control technology and product inspection process in the production process are introduced. Finally, the application of the new exposed aggregate facing SP wallboard in the fully assembled industrial plant is introduced.

高雅静,李晓文,刘昊,等.新型露骨料饰面SP墙板的研发与应用[J].混凝土与水泥制品,2020(11):44-47. GAO Y J,LI X W,LIU H,et al.Research and Application of A New Exposed Aggregate Facing SP Wallboard[J].CHINA CONCRETE AND CEMENT PRODUCTS,2020(11):44-47.

摘   要：结合实际工程，进行了钢结构住宅用预制夹心保温外墙挂板的结构设计、 配合比设计及配制技术、生产工艺以及质量控制等方面的研究，开发了适用于钢结构住宅的轻质预制夹心保温外墙板，并在实际钢结构住宅建筑中得以应用。 Absrtact: Combined with the practical project, the structure design, mix proportion design and preparation technology, production technology and quality control of prefabricated sandwich insulation exterior wallboard used in the steel structure housing are studied, and the light weight prefabricated sandwich insulation exterior wallboard suitable for steel structure residence is developed, which has been applied in the specific engineering.

王宇,吴杰,朱敏涛.钢结构住宅用预制夹心保温外挂墙板的设计与应用研究[J].混凝土与水泥制品,2020(11):40-43. WANG Y,WU J,ZHU M T.Study on the Design and Application of Prefabricated Sandwich Insulation External Wallboard Used in Steel Structure Housing[J].CHINA CONCRETE AND CEMENT PRODUCTS,2020(11):40-43.

摘   要：为了进一步完善外包钢加固环形混凝土电杆的受弯承载力计算方法，基于空心钢管混凝土结构理论，考虑环形混凝土电杆纵向受力钢筋对加固后构件受弯承载力的贡献，利用ABAQUS软件，建立有限元计算分析模型，分析了外包钢强度和厚度对加固构件受弯承载力的影响规律。结果表明，采用外包钢加固环形混凝土电杆，受弯承载力随着外包钢的壁厚和强度增大而增大。将环形混凝土电杆纵向受力钢筋等效为外包钢，根据空心钢管混凝土结构理论，计算外包钢加固环形混凝土电杆的受弯承载力，其计算结果与有限元计算结果进行比较，由此确定截面面积等效系数为0.4，从而建立了实用的受弯承载力计算公式。 Abstract: In order to further perfect the calculation method for flexural capacity of circular concrete pole strengthened with external steel clad, based on the basic principles of hollow concrete-filled steel tubular structures, taking longitudinal steel bars into consideration, finite element analysis models were established with ABAQUS software, and influence rules of strength and thickness of external steel clad were analyzed. The results show that the flexural bearing capacity of circular concrete pole strengthened with external steel clad increases with the increase of the wall thickness and strength of the external steel clad. Under the condition that longitudinal steel bars are equivalent to external steel clad, flexural capacity of circular concrete pole strengthened with external steel clad was calculated. The calculation results were compared with the finite element analysis results so as to determine the cross-sectional area equivalent coefficient, and the area equivalent coefficient was calculated as 0.4, thus a pragmatic calculation method for flexural capacity of circular concrete pole strengthened with external steel clad was put forward.

殷晓三,李克,许慧慧.外包钢加固环形混凝土电杆受弯承载力计算方法研究[J].混凝土与水泥制品,2020(11):35-39. YIN X S LI K,XU H H.Research on Calculation for Flexural Capacity of Circular Concrete Pole Strengthened with External Steel Clad[J].CHINA CONCRETE AND CEMENT PRODUCTS,2020(11):35-39.