ZHAO Jianjun, FU Jiaxin, LI Shuang. Bearing capacity and temperature effect of rock wool composite insulation external formwork[J]. 2024, 56(1): 130-138.
DOI:
ZHAO Jianjun, FU Jiaxin, LI Shuang. Bearing capacity and temperature effect of rock wool composite insulation external formwork[J]. 2024, 56(1): 130-138.DOI: 10.11918/202209006.
Bearing capacity and temperature effect of rock wool composite insulation external formwork
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 (RWCIEF) system integrating insulation and building formwork was proposed. The RWCIEF 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 RWCIEF 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 RWCIEF were calculated and analyzed. The influences of groove form
groove width
groove depth
and groove spacing on the bending properties of RWCIEF were discussed. Results showed that the theoretical calculation results of bending properties of RWCIEF were in good agreement with the finite element analysis results. The grooving treatment effectively improved the bending properties of RWCIEF. 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 RWCIEF 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 RWCIEF
which indicates that RWCIEF is unlikely to hollow in summer or crack in winter. The proposed RWCIEF system can provide a new idea and method for the future research directions of exterior envelope insulation and building formwork engineering.