Concrete cofferdam quick construction method and template under flowing water environment
A technology of concrete cofferdams and construction methods, which is applied in water conservancy projects, sea area projects, hydroelectric power generation, etc., can solve problems such as lower power generation efficiency, difficulty in applying road hoisting, and river channel blockage, and achieve the effect of improving water blocking effect
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Embodiment 1
[0043] Such as figure 1 As shown in , the cross-sectional size of diversion tunnel 2 is 13×15m, width×height, and the city gate type. The outlet of the diversion tunnel is a trapezoidal open channel. Due to the terrain, the construction of the cofferdam is difficult. Earth-rock cofferdams have many problems such as occupying a large area of the river, easily causing blockage of the river, high water level, large construction cost and long construction period. Concrete cofferdams have construction facilities and difficulties in hoisting, such as inconvenient road traffic, and it is difficult for large-scale truck cranes to reach the construction site, and the design flow of the site is 1960m 3 / s, the water pressure difference between the upstream and downstream is relatively large, and the construction difficulty is relatively high.
[0044] In order to overcome the above difficulties such as figure 1 , 2 Among them, a rapid construction method for concrete cofferdams un...
Embodiment 2
[0064] Such as Figure 1~6 Among them, a formwork used for the above-mentioned rapid construction method of concrete cofferdams under dynamic water environment, it includes two panels 31 arranged oppositely, the panels are made of 2.5mm steel plates, a truss structure 32 is arranged between the panels 31, and the back of the panels 31 A vertical fence 33 and a horizontal fence 34 fixedly connected to the panel 31 are arranged; the longitudinal fence 33 adopts channel steel, and the horizontal fence 34 adopts angle steel.
[0065] In a preferred solution, the template is divided into multiple sections from top to bottom, and is hoisted in sections during the hoisting process; as figure 1 Among them, it is divided into upper template 3 and lower template 4.
[0066] There is a gap between the two ends of the panel 31 and the open channel slope 5, the gap width is 5-20cm, preferably 15cm, and at the two ends of the panel 31, a flexible slurry retaining body 35 is arranged betwee...
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