Assembled drainage canal of debris flows and construction method thereof
A technology for draining guide troughs and debris flow, applied in water conservancy projects, artificial waterways, embankments, etc., can solve problems such as being easily affected by construction seasons, large site environmental damage, and difficult transportation of construction materials, so as to shorten the construction period and save construction period , Solve the effect of mass transportation
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Embodiment 1
[0033] Such as figure 1 , figure 2 , image 3 , Figure 5 shown. The drainage area of a debris flow ditch is 5.6km 2 , in order to control debris flow disasters, it is planned to set up 5 Gufang, 1 sand dam and 700m drainage channel in the middle of the basin. For the row guide groove, the following construction methods are adopted:
[0034] The first step is to plan and design the bottom of the trench to be a horizontal through-type rib sill according to the situation of the debris flow ditch. B is 1.0m. Since the side wall height H of the row of guide troughs is less than or equal to 8.0m, it is proposed to adopt the assembled debris flow drainage trough of the present invention. The assembled debris flow drainage trough includes several prefabricated reinforced concrete rectangular boxes 1 vertically and horizontally connected, distributed in a single row along the direction of the trough, and forming the main body of the side wall of the trough. The top surface o...
Embodiment 2
[0043] Such as figure 1 , figure 2 , Figure 4 , Figure 5 shown. The same as the first embodiment will not be repeated, the difference is:
[0044] The first step, for the debris flow ditch basin area of 20.0km 2 , the planning and design of the bottom of the trough is a fully lined floor 4. Debris flow drainage trough with an anticline side wall, the height H of the side wall of the trough is 8.0m, and the top width B of the side wall of the trough is 1.5m. Since the side wall height H of the row of guide troughs is less than or equal to 8.0m, it is proposed to adopt the assembled debris flow drainage trough of the present invention. According to the planned spatial dimensions of the side walls of the guide trough, the geometric dimensions of the prefabricated rectangular box 1 are planned:
[0045] ①According to the height H of the side wall of the guide trough being an integer multiple n1 of the height h of the rectangular box 1, it is initially proposed that n1 i...
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