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岩棉复合保温外模板承载力及温度效应分析

Translated title of the contribution: Bearing capacity and temperature effect of rock wool composite insulation external formwork
  • Harbin Institute of Technology

Research output: Contribution to journalArticlepeer-review

Abstract

To improve the construction efficiency of building envelope and solve the long-term problems of falling off and ignition of traditional external insulation systems, a kind of rock wool composite insulation external formwork (RW-CIEF) system integrating insulation and building formwork was proposed. The RW-CIEF structure from inside to outside was designed as follows: inner reinforcing layer, rock wool insulation core material, adhesive layer, insulation transition layer, and outer reinforcing layer. Taking Harbin as an example, the optimal thickness of rock wool insulation core material was determined based on the life cycle cost (Clc). The feasibility of RW-CIEF in engineering was explored by combining finite element analysis with theoretical calculation. The bending properties, construction bearing capacity, and stress and deformation under temperature effect of RW-CIEF were calculated and analyzed. The influences of groove form, groove width, groove depth, and groove spacing on the bending properties of RW-CIEF were discussed. Results showed that the theoretical calculation results of bending properties of RW-CIEF were in good agreement with the finite element analysis results. The grooving treatment effectively improved the bending properties of RW-CIEF. Considering the bending properties, thermal characteristics, and processing angle, groove forms of symmetrical cross grooves or symmetrical longitudinal grooves were suggested, with the groove depth and width of 10 mm and the groove spacing of 150 mm. The designed RW-CIEF met the construction bearing capacity and could fully guarantee the construction quality of the thermal insulation works of the outer enclosure structure. The maximum tensile stress and compressive stress caused by temperature effect did not exceed the bearing capacity of the outer reinforcing layer of RW-CIEF, which indicates that RW-CIEF is unlikely to hollow in summer or crack in winter. The proposed RW-CIEF system can provide a new idea and method for the future research directions of exterior envelope insulation and building formwork engineering.

Translated title of the contributionBearing capacity and temperature effect of rock wool composite insulation external formwork
Original languageChinese (Traditional)
Pages (from-to)130-138
Number of pages9
JournalHarbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology
Volume56
Issue number1
DOIs
StatePublished - Jan 2024

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