Soft soil area pile-supported empty box bridge abutment
A pile-supported, regional technology, applied in the direction of bridges, sheet pile walls, bridge parts, etc., can solve the problems of abutment bearing capacity and durability reduction, increase of abutment's own weight, abutment steel bar corrosion, etc. The effect of reducing the amount, increasing the weight of the box, and slowing down the corrosion damage
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Embodiment 1
[0021] Referring to the accompanying drawings, a pile-supported empty box abutment in a soft soil area includes one or more foundation piles 1, and the foundation piles 1 are vertically or obliquely arranged in the foundation soil; the top of each foundation pile 1 is fixedly connected with The bearing platform 2 is a rectangular reinforced concrete slab 21 or a circular reinforced concrete slab 22 . The cap plate 2 has a certain thickness, and its thickness value meets the requirements of the punching resistance and compressive bearing capacity of reinforced concrete, so as to prevent stress concentration at the connection between the box body 3 and the cap plate 2 . The top of one or more platform slabs 2 bears a box body 3, and the box body 3 is poured by reinforced concrete. The size and quantity of the box body 3 can be determined by the construction site or the prefabrication factory. The box body 3 includes a top plate 31, a bottom plate 32, and a side plate 34 arranged...
Embodiment 2
[0024] Compared with Embodiment 1, foundation pile 1 in the present embodiment adopts cement-soil mixing pile, and the cement mixing amount of cement-soil mixing pile is not less than 15%, inserts 4 steel bars with a length of not less than 50cm at the top of the pile and Above, the diameter of the main reinforcement is not less than 16mm, and the diameter of the tie reinforcement is not less than 10mm. A part of the reinforcement is inserted into the cement-soil mixing pile, and the other part is integrated with the reinforcement in the cap plate 2, so that the foundation pile 1 and the cap plate 2 are connected as a whole.
[0025] The working steps of the present invention are as follows: the box body 3 is formed by pouring concrete, which is placed on the cap plate 2, and the inner cavity of the box body 3 is filled with EPS particles or EPS blocks 4, and the top of the foundation pile 1 is consolidated on the cap plate 2 Below; the cap plate 2 and the foundation pile 1 ar...
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