hemis
Structural
- Nov 10, 2008
- 78
I am designing a reinforced concrete pavement-light (see link). The light consists of a grillage of thin beams set at 150mm c/c. I want to maximize the structural opening.
Due to deflection, the concrete cracks in the ribs at a short span (1.9m). If I ignore deflection, I could achieve a span closer to 3m but at these spans, the concrete has certainly cracked. I intend to control the size and spacings of the cracks using a fibre in the concrete (polypropylene seems favourite at the moment) but I need to find a way to seal the cracks. The cracks should be microns wide - I am working on the math.
My idea is to coat the moulds used to form the concrete ribs with a material that would bond with the concrete and form a waterproof barrier at the cure stage and remain flexible as the concrete cracks. The sealant would soak into the concrete and remain permanent. I have heard of some waterproof barriers that work by bonding at the cure stage.
Or maybe a material that could be added to the concrete that would enhance the cracking?
I would prefer not to have to coat the ribs after construction but I will if no other solution exists.
Has anyone any materials that I may research, please?
Daniel
Due to deflection, the concrete cracks in the ribs at a short span (1.9m). If I ignore deflection, I could achieve a span closer to 3m but at these spans, the concrete has certainly cracked. I intend to control the size and spacings of the cracks using a fibre in the concrete (polypropylene seems favourite at the moment) but I need to find a way to seal the cracks. The cracks should be microns wide - I am working on the math.
My idea is to coat the moulds used to form the concrete ribs with a material that would bond with the concrete and form a waterproof barrier at the cure stage and remain flexible as the concrete cracks. The sealant would soak into the concrete and remain permanent. I have heard of some waterproof barriers that work by bonding at the cure stage.
Or maybe a material that could be added to the concrete that would enhance the cracking?
I would prefer not to have to coat the ribs after construction but I will if no other solution exists.
Has anyone any materials that I may research, please?
Daniel