Concrete long-core cement-soil composite pile building foundation treating method
A foundation treatment and composite foundation technology, applied in construction, sheet pile wall, foundation structure engineering, etc., to achieve the effect of improving combined stiffness, wide application range, economical and reasonable
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Embodiment 1
[0056] Buildings A and B of a commercial plaza, the standard value of the bottom surface axial force of the side column foundation N=1980kN, the construction party uses the pile foundation φ500 long 18m prestressed concrete pipe pile, calculated according to the geological data of the No. 2 test pile, the characteristic value of the single pile bearing capacity R a =628kN, the static load test is 483kN, the design uses 500kN, 4 pile caps, pile spacing 4d=2m, cap 3×3=9 square meters. The comprehensive unit price of pipe piles is 168 yuan / m, and each pile is 3024 yuan; A and B pick a total of 333 piles, with a total price of 1.007 million yuan.
[0057]
[0058] Note: The frictional resistance and end resistance of the upper composite pile are taken from the pipe pile value.
[0059] Long-core concrete cement-soil composite pile scheme 1: φ600 combined pile + φ300 pipe pile core pile
[0060] The steps of building foundation treatment method are:
[0061] (1) Pile foundati...
Embodiment 2
[0076] The maximum column load of a hot spring resort near Dianchi Lake in Kunming is about 8000kN. The geotechnical engineering survey report proposes the use of pile foundations, 400mm×400mm square piles, and the pile length is 42m. It is estimated that the characteristic value of the single pile bearing capacity is 1200kN~1400kN, and the borehole is drilled at 2040. Calculated as 1355kN. Each pile 8736+450 (bag sand well) = 9186 yuan.
[0077]
Soil layer name
Soil thickness
(m)
Characteristic value of bearing capacity
f ak
(kPa)
Tumo around prefabricated pile
Resistance characteristic value
q s (kPa)
Soil bearing capacity of precast pile end
Force eigenvalue
q p (kPa)
2 1 Silt
3.3
55
13
2 2 Silt
3.6
85
19
4 1 Silt
5.8
60
15
4 2 Silt
1.5
120
23
4 3 Silt
9.8+13.4
80
...
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