Novel wharf structure quickly constructed on soft foundation and construction method thereof
A soft soil foundation and wharf technology, applied in the field of wharf engineering, can solve problems such as difficulty in ensuring long-term strength and stability, poor bending resistance and anti-overturning ability, complex interaction relationship, etc., to achieve light weight and enhanced integrity , the effect of low cost
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Embodiment 1
[0035] Such as Figure 1~5 As shown, the rapid construction of the new wharf structure on the soft soil foundation includes two rows of long piles 5 and two rows of short pile slabs 6 symmetrically arranged, and the two rows of short pile slabs 6 are arranged on the opposite inner sides of the two rows of long piles 5 respectively. A short sheet pile 6 is arranged between two adjacent long piles 5 in the row of long piles 5, and the joints of the adjacent short sheet piles 6 are covered by the long piles 5 arranged outside the short sheet piles 6; Geotextiles 9 are laid on the opposite inner sides of the two rows of short pile slabs 6, and an area for filling is formed between the geotextiles 9 on both sides, and the grouting pipes 7 are arranged vertically at equal intervals in a quincunx-shaped arrangement in this area. , the interval between adjacent grouting pipes 7 is 4~7m, and gravel complex 8 is filled in this area; among them, the two rows of symmetrically arranged lon...
Embodiment 2
[0037] A construction method for rapid construction of a new wharf structure on a soft soil foundation comprises the following steps:
[0038] 1) Clean up the site and set out the wires;
[0039] 2) Two rows of long piles 5 are laid along the direction of the wharf. Each long pile 5 passes through the soft soil layer 2 and penetrates into the bearing layer 3 to a depth greater than 4m. The distance between adjacent long piles in each row of long piles 5 2~5m;
[0040] 3) Short sheet piles 6 are inserted inside the two long piles 5 on each side. The length of the short sheet piles 6 penetrates the soft soil layer 2 to reach the top of the bearing layer 3, and the joints of adjacent short sheet piles 6 are set The long pile 5 covering on the outside of the short sheet pile 6;
[0041] 4) Two rows of symmetrical long piles 5 and short sheet piles 6 are fixed by beam 4;
[0042] 5) Lay geotextiles 9 inside the two rows of short sheet piles 6, and vertically arrange grouting pip...
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