Invention Grant
- Patent Title: Test method of medium transmission test device for concrete under temperature-osmotic pressure-load coupling effect
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Application No.: US17907888Application Date: 2022-03-09
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Publication No.: US11821876B2Publication Date: 2023-11-21
- Inventor: Zhiyong Liu , Xizhi Xia , Jinyang Jiang , Yunsheng Zhang
- Applicant: SOUTHEAST UNIVERSITY
- Applicant Address: CN Nanjing
- Assignee: SOUTHEAST UNIVERSITY
- Current Assignee: SOUTHEAST UNIVERSITY
- Current Assignee Address: CN Nanjing
- Agency: Muncy, Geissler, Olds & Lowe, P.C.
- Priority: CN 2110365426.7 2021.04.02
- International Application: PCT/CN2022/079870 2022.03.09
- International Announcement: WO2022/206318A 2022.10.06
- Date entered country: 2022-08-29
- Main IPC: G01N3/10
- IPC: G01N3/10 ; G01N33/38

Abstract:
The present disclosure discloses a medium transmission test device and a method for concrete under a temperature-osmotic pressure-load coupling effect. The device includes a loading device and a water pressurization device; the loading device includes a press, an upper steel plate and a lower steel plate used for clamping a test block, and a fastener that connects the upper and lower steel plates; the upper steel plate includes a first steel plate and a second steel plate; a spring is sleeved on a screw between the first steel plate and the second steel plate; the water pressurization device includes a liquid storage tank, a pressurization pump, a liquid storage pool, a connecting pipe for communicating the pressurization pump to the liquid storage tank, and a connecting pipe for connecting the pressurization pump to the liquid storage pool; the liquid storage tank is provided with an open end; and a tank port of the open end is fixedly connected to a side surface of the test block. The present disclosure achieves a load-temperature-osmotic pressure coupling effect on concrete, can well simulate a complicated severe environment where underground concrete is located, and provides an effective device support for the study of the durability of concrete under complicated severe conditions.
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