Fast water-permeable brick for stopping pad and laying method
A technology of permeable bricks and parking pads, which is applied to pavements, roads, roads and other directions paved with prefabricated blocks, can solve rainwater infiltration and beautify the environment without substantial significance, and the cost of grass planting bricks is high and difficult to promote, and cannot play a role Rainwater back seepage and other problems, to achieve the effect of low cost, not easy to loosen, and convenient paving
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Embodiment 1
[0025] as attached figure 1 , figure 2 , image 3 shown in.
[0026] In this embodiment, the present invention includes a permeable brick body 1 , a permeable through hole 4 is arranged in the middle of the permeable brick body 1 , and a raised table edge is arranged at the lower part of the periphery of the permeable brick body 1 2; a shallow groove 3 is provided in the middle section of the raised table edge 2; In this way, when the present invention is laid on the ground, the nodes at the four corners of the adjacent four permeable bricks form square water passage holes 6; 8 and the permeable seam 5 formed by the shallow groove 3. The permeable through holes 4 of the permeable brick body 1 are rectangular or square. In this embodiment, the permeable through holes 4 of the permeable brick body 1 are square. The permeable brick body 1 is a square brick body or a rectangular brick body. In this embodiment, the brick body 1 of the permeable brick is square.
[0027] In...
Embodiment 2
[0037] as attached Figure 4 and Figure 5 shown in. The permeable through hole 9 of the permeable brick body 1 of the present invention can also be made into a circular or oval shape. In this embodiment, the water-permeable through hole 9 is designed to be circular.
[0038] When laying, the steel bars are firstly arranged in the groove-shaped joints, and then the fine stone concrete is filled. The compressive strength of the fine stone concrete used for laying should not be less than 20MPa, and the steel bars used should be 5-8mm cold-drawn ribbed steel bars.
[0039] Other structural parts and laying methods in this embodiment are exactly the same as those in Embodiment 1.
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