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高温中植筋胶拉伸抗剪强度试验研究

刘长青 王孔藩 陆洲导

防灾减灾工程学报2012,Vol.32Issue(1):56-59,76,5.
防灾减灾工程学报2012,Vol.32Issue(1):56-59,76,5.

高温中植筋胶拉伸抗剪强度试验研究

Experimental Study on the Shear Strength of Anchorage Adhesive under High Temperature

刘长青 1王孔藩 2陆洲导3

作者信息

  • 1. 上海建科院上海市工程结构新技术重点实验室,上海200032
  • 2. 同济大学力学博士后流动站,上海200092
  • 3. 同济大学结构工程与防灾研究所,上海200092
  • 折叠

摘要

Abstract

To study the shear strength of anchorage adhesive under high temperature, 57 specimens were tested. The test temperature ranges from 25℃ to 350℃. The specimens were heated by the electric furnace. When heated to the fixed temperature, the specimen was tested. Five specimens were tested in each temperature. In the test, records were made on the furnace temperature, specimen temperature, slip and the force. The test results show that the shear strength decreases with temperature increasing, and the shear strength is about 4% of that in the ambient temperature when the temperature is above 350℃

关键词

高温/植筋胶/拉伸抗剪强度

Key words

high temperature/ post-installed rebar/ shear strength

分类

建筑与水利

引用本文复制引用

刘长青,王孔藩,陆洲导..高温中植筋胶拉伸抗剪强度试验研究[J].防灾减灾工程学报,2012,32(1):56-59,76,5.

基金项目

国家自然科学基金项目(50778134)资助 (50778134)

防灾减灾工程学报

OA北大核心CSCD

1672-2132

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