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学者姓名：曹万林
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Abstract ：
本实用新型公开了短肢装配式轻钢组合钢丝网架砂浆‑珍珠岩‑聚苯围护墙，包括装配式混凝土短肢剪力墙，连梁，轻钢框格，内叶钢丝网砂浆层，钢丝网架砂浆‑珍珠岩‑聚苯保温构造，承重钢丝网架，轻钢组合桁架，轻钢框格钢丝网架内外叶砂浆面层夹心珍珠岩‑聚苯保温复合墙，外叶钢丝网水泥砂浆层后抹条带，为短肢剪力墙板外保温层上、下以及左、右外钢丝网砂浆层连接构造，窗洞自攻钉集块连接构造，组合连接构造，混凝土后浇条带。本实用新型解决了复合填充墙内叶砂浆层内细而密钢筋网与连梁及短肢剪力墙的连接问题，具有良好的受力性能；同时，可有效抵抗长期荷载下窗边框周围砂浆层向下的剪切变形，提高了墙板防水性能。
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| GB/T 7714 | 曹万林 , 杨兆源 , 董宏英 et al. 短肢装配式轻钢组合钢丝网架砂浆-珍珠岩-聚苯围护墙 : CN202223505265.6[P]. | 2022-12-27 . |
| MLA | 曹万林 et al. "短肢装配式轻钢组合钢丝网架砂浆-珍珠岩-聚苯围护墙" : CN202223505265.6. | 2022-12-27 . |
| APA | 曹万林 , 杨兆源 , 董宏英 , 张建伟 . 短肢装配式轻钢组合钢丝网架砂浆-珍珠岩-聚苯围护墙 : CN202223505265.6. | 2022-12-27 . |
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Abstract ：
本实用新型公开了钢框架装配式轻钢钢丝网架砂浆‑珍珠岩‑聚苯围护墙，涉及装配式钢结构工程技术领域。包括：钢丝网砂浆‑珍珠岩面层，为钢丝网砂浆层和珍珠岩防火层；轻钢组合桁架，为钢丝网砂浆层、断桥自攻钉连接件、钢管混凝土柱构成的桁架；承重钢丝网架，水平腹丝及斜向上的腹丝的外端点焊外钢丝网并点焊内钢筋网，并在内混凝土砂浆层中锚固；钢管混凝土柱复合墙段自攻钉集块连接构造，为焊接在钢管上的L形连接钢板与焊接在墙段内混凝土砂浆层的钢筋网上的传力钢板通过自攻钉连接的构造；内隔板式π形连接件梁柱连接节点构造，为H型钢梁与钢管混凝土柱的连接构造。本实用新型具有良好的防火、防水、隔热及受力性能。
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| GB/T 7714 | 曹万林 , 杨兆源 , 张建伟 et al. 钢框架装配式轻钢钢丝网架砂浆-珍珠岩-聚苯围护墙 : CN202223548024.X[P]. | 2022-12-27 . |
| MLA | 曹万林 et al. "钢框架装配式轻钢钢丝网架砂浆-珍珠岩-聚苯围护墙" : CN202223548024.X. | 2022-12-27 . |
| APA | 曹万林 , 杨兆源 , 张建伟 , 王小娟 . 钢框架装配式轻钢钢丝网架砂浆-珍珠岩-聚苯围护墙 : CN202223548024.X. | 2022-12-27 . |
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Abstract ：
There is a growing interest in the development of precast structures. In this paper, a semi-precast high-strength recycled aggregate concrete (RAC) column with high-strength reinforcement was studied, which was consisted of cast-in-situ core concrete surrounded by a precast external shell. Six full-scale columns were fabricated and tested under cyclic lateral load, of which two were cast-in-situ columns and four were semi-precast columns. The penetration of shear reinforcement between precast external shell and cast-in-situ core column, core column diameter and axial load were the major design parameters. The test results showed that all specimens exhibited a good deformation capacity with an ultimate drift ratio greater than 3%. The semi-precast columns had comparable seismic performance with the cast-in-situ columns, indicating that the penetrating shear reinforcement and the core column diameter had little effect on the seismic performance. The core column diameter could be selected according to the practical engineering requirements. Increasing the axial load can significantly improve the lateral load-carrying capacity of the specimens, but would result in larger residual drift ratio, which was adverse to the repairability of the specimens. The flexural deformation and the deformation resulting from slippage of longitudinal reinforcement in the concrete foundation accounted for 50%-80% and 10%-20% of the lateral displacement, respectively, which should not be ignored in the deformation calculation; however, the shear deformation can be ignored. The optimized models applicable to calculate the F-Delta curves of semi-precast high-strength RAC columns with high-strength reinforcement were proposed. Parametric analysis based on the optimized models was carried out to develop N-M curves for various precast external shell or core column concrete strength, and core column diameters.
Keyword ：
Fiber-based method model Fiber-based method model High-strength reinforcement High-strength reinforcement High-strength recycled aggregate concrete High-strength recycled aggregate concrete Semi-precast column Semi-precast column Seismic behavior Seismic behavior
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| GB/T 7714 | Zhang, Jianwei , Tao, Xinyi , Liu, Juan et al. Seismic performance of semi-precast high-strength recycled aggregate concrete columns with high-strength reinforcement [J]. | JOURNAL OF BUILDING ENGINEERING , 2022 , 45 . |
| MLA | Zhang, Jianwei et al. "Seismic performance of semi-precast high-strength recycled aggregate concrete columns with high-strength reinforcement" . | JOURNAL OF BUILDING ENGINEERING 45 (2022) . |
| APA | Zhang, Jianwei , Tao, Xinyi , Liu, Juan , Dong, Hongying , Cao, Wanlin . Seismic performance of semi-precast high-strength recycled aggregate concrete columns with high-strength reinforcement . | JOURNAL OF BUILDING ENGINEERING , 2022 , 45 . |
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Abstract ：
Experiments are conducted on five shear wall specimens of varying design and structural measures in order to investigate seismic behaviour of a composite shear wall with the steel reinforced concrete frame and an embedded perforated-steel plate. In addition, low-cyclic load is applied on test specimens that have a shear span ratio of 1.5. Using the experimental data, the bearing capacity, stiffness, ductility, hysteretic energy, and failure characteristics of five specimens are analysed. The results show that the composite shear wall (CSW) with the steel reinforced concrete frame (SRCF) and embedded steel plate (ESP) has higher bearing capacity, better ductility, slower degradation of stiffness, and higher energy dissipation capacity, as compared to an ordinary reinforced concrete shear wall. Moreover, its seismic behaviour can be improved by using the ESP of an appropriate thickness. For the ESPs of identical thickness, the results show that the specimen that uses steel ties exhibits better seismic behaviour than those using welding studs. Finally, a computing model that can calculate the bearing capacity of the CSWs is developed. A comparison of calculated and measured results shows that the results are close to each other.
Keyword ：
composite shear wall composite shear wall embedded steel plate embedded steel plate bearing capacity calculation bearing capacity calculation seismic behaviour seismic behaviour steel reinforced concrete frame steel reinforced concrete frame
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| GB/T 7714 | Zhou, Zhongyi , Cao, Wanlin , Liu, Yan et al. Seismic behaviour of composite shear wall with steel reinforced concrete frame and embedded perforated-steel plate [J]. | GRADEVINAR , 2022 , 74 (5) : 383-392 . |
| MLA | Zhou, Zhongyi et al. "Seismic behaviour of composite shear wall with steel reinforced concrete frame and embedded perforated-steel plate" . | GRADEVINAR 74 . 5 (2022) : 383-392 . |
| APA | Zhou, Zhongyi , Cao, Wanlin , Liu, Yan , Li, Jianhua . Seismic behaviour of composite shear wall with steel reinforced concrete frame and embedded perforated-steel plate . | GRADEVINAR , 2022 , 74 (5) , 383-392 . |
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Abstract ：
本实用新型公开了一种装配式轻钢带空腹钢筋桁架混凝土条带叠合双向楼板，涉及装配式建筑结构工程技术领域。包括内置混凝土底板钢筋网的混凝土底板、内置混凝土条带梯格钢筋和混凝土条带受压钢筋的横向混凝土条带与纵向混凝土条带、钢筋桁架、内置叠合层钢筋网的叠合层后浇混凝土、由横向轻型方钢和纵向轻型矩形钢管组成的轻型钢架抗弯增强构造，其中，混凝土底板钢筋网与钢筋桁架焊接连接，叠合层后浇混凝土将混凝土底板与两个混凝土条带连接成整体，轻型钢架抗弯增强构造通过轻型钢架连接螺栓连接在两个混凝土条带的上面。本实用新型具有装配率高、施工便捷、受力性能好且适用范围广的特点。
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| GB/T 7714 | 曹万林 , 杨兆源 , 张建伟 . 一种装配式轻钢带空腹钢筋桁架混凝土条带叠合双向楼板 : CN202223505263.7[P]. | 2022-12-27 . |
| MLA | 曹万林 et al. "一种装配式轻钢带空腹钢筋桁架混凝土条带叠合双向楼板" : CN202223505263.7. | 2022-12-27 . |
| APA | 曹万林 , 杨兆源 , 张建伟 . 一种装配式轻钢带空腹钢筋桁架混凝土条带叠合双向楼板 : CN202223505263.7. | 2022-12-27 . |
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Abstract ：
本实用新型公开了一种装配式十形柱与生态内墙自攻钉集块连接构造，属于建筑技术领域。包括自攻钉集块，自攻钉集块由焊接在十形构造柱以及生态内墙边框柱钢筋上的传力钢板，采用自攻钉自由穿过连接钢板自攻钉孔与传力钢板自攻连接形成，连接钢板与传力钢板具有应挤压力产生的钢板间的摩擦力，同时还可强化钢板与自攻钉的咬合力；墙板与十形柱的施工缝采用水泥基灌浆料，形成灌注缝，具备抗剪能力；本实用新型中的自攻钉集块连接解决了内墙边框柱与十形构造柱连接的难题，灌注缝具备防水、隔音性能好，墙体分隔性能好的技术优势。
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| GB/T 7714 | 曹万林 , 赵国帅 , 杨兆源 et al. 一种装配式十形柱与生态内墙自攻钉集块连接构造 : CN202220603127.2[P]. | 2022-03-19 . |
| MLA | 曹万林 et al. "一种装配式十形柱与生态内墙自攻钉集块连接构造" : CN202220603127.2. | 2022-03-19 . |
| APA | 曹万林 , 赵国帅 , 杨兆源 , 饶亦轩 . 一种装配式十形柱与生态内墙自攻钉集块连接构造 : CN202220603127.2. | 2022-03-19 . |
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Abstract ：
本实用新型公开了装配式带窗洞轻钢钢丝网架砂浆‑珍珠岩‑聚苯剪力墙，涉及装配式混凝土建筑结构工程技术领域。包括钢丝网砂浆‑珍珠岩面层，由钢丝网砂浆层以及珍珠岩防火层构成；承重钢丝网架，由内、外钢丝网点焊水平腹丝及斜向腹丝构成；轻钢框格，由C形钢焊接而成；轻钢组合桁架由钢丝网砂浆层条带外弦、轻钢框格竖向C形钢内弦、沉头断桥长自攻钉构成；窗边框自攻钉集块组合连接构造，为配筋砂浆条带与混凝土剪力墙窗框轻钢框格的连接节点；装配式剪力墙组合连接构造，是指上、下混凝土剪力墙板间采用钢筋套筒装配，左、右剪力墙采用后浇混凝土条带装配。本实用新型厚度小、质量轻，抗火、防水和隔热性能好。
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| GB/T 7714 | 曹万林 , 杨兆源 , 王小娟 . 装配式带窗洞轻钢钢丝网架砂浆-珍珠岩-聚苯剪力墙 : CN202223505385.6[P]. | 2022-12-27 . |
| MLA | 曹万林 et al. "装配式带窗洞轻钢钢丝网架砂浆-珍珠岩-聚苯剪力墙" : CN202223505385.6. | 2022-12-27 . |
| APA | 曹万林 , 杨兆源 , 王小娟 . 装配式带窗洞轻钢钢丝网架砂浆-珍珠岩-聚苯剪力墙 : CN202223505385.6. | 2022-12-27 . |
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Abstract ：
本实用新型公开了一种装配式L形柱与生态内墙自攻钉集块连接构造，用于多层建筑承受地震作用较大的同层生态内墙板与L形柱的装配。自攻钉集块由焊接在L形柱以及生态墙板边框柱上的腹板镂空槽形传力钢板以及凸形连接钢板，采用自攻钉自由穿过连接钢板自攻钉孔与槽形传力钢板翼缘自攻连接形成，连接钢板与传力钢板间具有摩擦与咬合力；生态内墙与L形柱中预埋锚固环筋伸入施工缝中并采用钢筋和水泥基灌浆料填充形成灌注条带；装配式墙板可沿轴线或垂直方向推入，装配难度低；自攻钉集块连接解决了L形柱与内墙边框柱连接的难题，灌注条带形成连续传力构造提高了连接整体性。本发明具有组合连接高效受力，湿作业少，建筑隔音、防水好的技术优势。
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| GB/T 7714 | 曹万林 , 郝煜 , 杨兆源 et al. 一种装配式L形柱与生态内墙自攻钉集块连接构造 : CN202220603134.2[P]. | 2022-03-19 . |
| MLA | 曹万林 et al. "一种装配式L形柱与生态内墙自攻钉集块连接构造" : CN202220603134.2. | 2022-03-19 . |
| APA | 曹万林 , 郝煜 , 杨兆源 , 赵国帅 . 一种装配式L形柱与生态内墙自攻钉集块连接构造 : CN202220603134.2. | 2022-03-19 . |
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Abstract ：
本实用新型公开了一种装配式生态内墙与凸形基础梁自攻钉集块连接构造，属于装配式混凝土结构技术领域。自攻钉集块为基础梁传力钢板与生态墙板传力钢板兼连接钢板自攻钉连接后形成的钢构外廓40mm的钢‑混凝土组合区块，凸形基础梁的配筋为凸形双肢箍钢筋笼，基础梁分段凸起的榫头嵌入生态墙板底部相应的凹槽，形成企口咬合的连接构造，可有效抵抗沿墙板方向的地震剪力，制约墙板底部滑移，还便于墙板就位。本实用新型解决了传统基础梁上表面是平的，不利于基础梁对生态墙板滑移的制约的技术难题，生态墙板与凸形基础梁自攻钉集块集中传力连接构造、墙板与凸形基础梁企口咬合构造以及高性能砂浆连续传力连接构造，具有协同高效受力的技术优势。
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| GB/T 7714 | 曹万林 , 谢晖 , 杨兆源 et al. 一种装配式生态内墙与凸形基础梁自攻钉集块连接构造 : CN202220603125.3[P]. | 2022-03-19 . |
| MLA | 曹万林 et al. "一种装配式生态内墙与凸形基础梁自攻钉集块连接构造" : CN202220603125.3. | 2022-03-19 . |
| APA | 曹万林 , 谢晖 , 杨兆源 , 郝煜 . 一种装配式生态内墙与凸形基础梁自攻钉集块连接构造 : CN202220603125.3. | 2022-03-19 . |
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Abstract ：
本实用新型公开了装配式复合墙板L形柱与生态内墙自攻钉集块连接构造，用于多层建筑承受地震作用较大的同层生态内墙板与复合墙板的装配。自攻钉集块由焊接在复合墙板L形构造柱以及生态墙板边框柱上的传力钢板以及连接钢板，采用自攻钉自由穿过连接钢板自攻钉孔与传力钢板自攻连接形成，连接钢板与传力钢板具有应挤压力产生的钢板间的摩擦力，同时还可强化钢板与自攻钉的咬合力；墙板与构造柱的施工缝采用水泥基灌浆料填充形成灌注缝；装配式墙板可沿轴线或垂直方向推入，简化了装配施工流程；自攻钉集块连接解决了复合墙构造柱与内墙边框柱连接的难题。本实用新型具有自攻钉集块高效受力，湿作业少，装配式内墙隔音、防水性能好的技术优势。
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| GB/T 7714 | 曹万林 , 祖凡 , 杨兆源 et al. 装配式复合墙板L形柱与生态内墙自攻钉集块连接构造 : CN202220603139.5[P]. | 2022-03-19 . |
| MLA | 曹万林 et al. "装配式复合墙板L形柱与生态内墙自攻钉集块连接构造" : CN202220603139.5. | 2022-03-19 . |
| APA | 曹万林 , 祖凡 , 杨兆源 , 董宏英 . 装配式复合墙板L形柱与生态内墙自攻钉集块连接构造 : CN202220603139.5. | 2022-03-19 . |
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