A preparation method of cast-in-place concrete formwork without demolition with self-healing ability
A technology that avoids demolition of formwork and concrete, which is applied to the on-site preparation of building components, formwork/formwork components, construction, etc., to achieve the effects of saving manpower and financial resources, simple production process, and simple construction
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Embodiment 1
[0031] A method for preparing a self-repairing cast-in-place concrete formwork without demolition, comprising the steps of:
[0032] 1) Prepare the inner steel mold and the outer steel mold according to the size design requirements of the required cast-in-place concrete formwork without dismantling, wherein, the bottom of the inner steel mold is uniformly arranged with a certain distance from each other. Dimensional difference is the required cast-in-place concrete formwork protective layer thickness, and the cast-in-place concrete formwork section shape of the present embodiment is rectangular groove shape (see figure 1 and figure 2 ), therefore, the cross-sectional shape of the inner steel mold and the outer steel mold is also a rectangular groove shape (see image 3 and Figure 4 );
[0033] 2) Prepare concrete materials, which include the following substances in terms of mass percentage: 16.45% cement, 5.5% fly ash, 0.7% sodium silicate repair agent, 31% fine aggregate...
Embodiment 2
[0043] A method for preparing a self-repairing cast-in-place concrete formwork without demolition, comprising the steps of:
[0044] 1) Prepare the inner steel mold and the outer steel mold according to the size design requirements of the required cast-in-place concrete formwork without dismantling, wherein, the bottom of the inner steel mold is uniformly arranged with a certain distance from each other. Dimensional difference is the required cast-in-place concrete formwork protective layer thickness, and the cast-in-place concrete formwork section shape of the present embodiment is rectangular groove shape (see figure 1 and figure 2 ), therefore, the cross-sectional shape of the inner steel mold and the outer steel mold is also a rectangular groove shape (see image 3 and Figure 4 );
[0045] 2) Prepare concrete materials. The concrete materials include the following substances in terms of mass percentage: 17.15% cement, 4.7% fly ash, 0.8% sodium silicate repair agent, 3...
Embodiment 3
[0055] A method for preparing a self-repairing cast-in-place concrete formwork without demolition, comprising the steps of:
[0056] 1) Prepare the inner steel mold and the outer steel mold according to the size design requirements of the required cast-in-place concrete formwork without dismantling, wherein, the bottom of the inner steel mold is uniformly arranged with a certain distance from each other. Dimensional difference is the required cast-in-place concrete formwork protective layer thickness, and the cast-in-place concrete formwork section shape of the present embodiment is rectangular groove shape (see figure 1 and figure 2 ), therefore, the cross-sectional shape of the inner steel mold and the outer steel mold is also a rectangular groove shape (see image 3 and Figure 4 );
[0057] 2) Prepare concrete materials. The concrete materials include the following substances in terms of mass percentage: 17.85% cement, 4% fly ash, 0.9% sodium silicate repair agent, 30....
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Abstract
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