Rapid construction method and formwork of concrete cofferdam under dynamic water environment
A technology of concrete cofferdam and construction method, applied in water conservancy engineering, marine engineering, hydropower generation and other directions, can solve the problems of occupying a large area of the river, not easy, reducing power generation efficiency, etc.
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Embodiment 1
[0042] 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.
[0043] In order to overcome the above difficulties such as figure 1 , 2 Among them, a rapid construction method for concrete cofferdams un...
Embodiment 2
[0063] Such as Figure 1~6 Among them, an underwater steel truss formwork used in the above-mentioned rapid construction method for concrete cofferdams under dynamic water environment, it includes two panels 31 arranged oppositely, the panels are made of 2.5mm steel plates, and a truss structure 32 is arranged between the panels 31, The back side of the panel 31 is provided with a vertical enclosure 33 and a horizontal enclosure 34 fixedly connected to the panel 31; the vertical enclosure 33 adopts channel steel, and the horizontal enclosure 34 adopts angle steel.
[0064] In a preferred solution, the underwater steel truss 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.
[0065] 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 t...
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