State of the Art in Connection of Vertically Distributed Reinforcements for Precast Shear Wall

ZHANG Shiqian; CHEN Yueshi; LIU Yanan; MA Xinxu; LIAO Xiandong; XIAO Xuwen

doi:10.3969/j.issn.0258-2724.20191064

Volume 56 Issue 4

Jul. 2021

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Journal of Southwest Jiaotong University > 2021 > 56(4): 828-838.

ZHANG Shiqian, CHEN Yueshi, LIU Yanan, MA Xinxu, LIAO Xiandong, XIAO Xuwen. State of the Art in Connection of Vertically Distributed Reinforcements for Precast Shear Wall[J]. Journal of Southwest Jiaotong University, 2021, 56(4): 828-838. doi: 10.3969/j.issn.0258-2724.20191064

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ZHANG Shiqian, CHEN Yueshi, LIU Yanan, MA Xinxu, LIAO Xiandong, XIAO Xuwen. State of the Art in Connection of Vertically Distributed Reinforcements for Precast Shear Wall[J]. Journal of Southwest Jiaotong University, 2021, 56(4): 828-838. doi: 10.3969/j.issn.0258-2724.20191064

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State of the Art in Connection of Vertically Distributed Reinforcements for Precast Shear Wall

doi: 10.3969/j.issn.0258-2724.20191064

Received Date: 19 Nov 2019
Rev Recd Date: 07 Jul 2020

Available Online: 24 Aug 2020

Publish Date: 15 Aug 2021

Abstract

Abstract

Precast concrete shear wall structure is one of the most common structures for China ’s high-rise residential buildings. Reliable vertical connection is critical for the structure to ensure safety. According to the number of vertically distribution reinforcement connections or lap joints (connection degree) on the floor, the vertical connection for precast shear wall can be divided into three forms: full connection, partial connection and no connection. Based on relevant research, for three kinds of connection degrees of precast shear wall, the connection form of vertically distributed reinforcements, structural characteristics and mechanical properties are systematically summarized. Then the influence of the vertically distributed reinforcement connection on the seismic performance of the shear wall and the deficiencies of the current research are analyzed. Further, based on the principle of equivalent bending and shear resistance, a new shear wall structure with non-connected vertical distribution reinforcement is proposed, and its design calculation method is presented. Finally, the new connection technology and nondestructive testing technology for precast shear wall are predicted, and it is pointed out that the precast shear wall structure with non-connected vertically distributed reinforcements is more promising in the future.
- precast shear wall,
- vertically distribution reinforcement,
- connection degree,
- principle of equivalent strength,
- design calculation method

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References

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State of the Art in Connection of Vertically Distributed Reinforcements for Precast Shear Wall

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