A kind of river channel ecological slope protection structure and construction method thereof
An ecological slope protection and river channel technology, applied in infrastructure engineering, botanical equipment and methods, marine engineering, etc., can solve problems such as affecting the ecological connection between vegetation and the body of the slope, difficult for vegetation to connect to the root network, and increasing construction costs. , to achieve the effect of saving construction costs, construction period and materials
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0046] Refer figure 1 For a river ecological slope structure disclosed in the present invention, the slope 1, the slope body 1 is provided with a first slope structure 2 and the second slope structure 3, the first prototope structure 2 and the second slope structure 3 take the river The water level is high as the boundary line, and the trend of the slope 1 is in the upper and lower distribution. The first prototope structure 2 is located below the river, and the second prototope structure is located above the water level of the trend. It is effective to ensure the effectiveness of the protector. Next, the unit has reached the effect of saving the water level segmentation in the water level, saving the slope structure.
[0047] Refer figure 2 The first slope structure 2 includes a throwing layer 21 and a net pocket layer 22, and the throwing layer 21 is a throwing layer 21, which is mainly laid in the foot of the slope, while Filling the slope 1 is filled with larger regions, and t...
Embodiment 2
[0054] A river ecological slope construction method, including the following steps:
[0055] S1: Raw material entry, laying the throwing layer 21 at the bottom of the slope 1, while the slope 1 is depressed on the large region to fill the throwing stone layer 21, and is stabilized;
[0056] S2: The punch is performed on the slope 1, and the bolt is inserted into the anchor rod 4 and pour the concrete, the transverse spacers 321, the vertical block 322, the insert strip 7 and the carrier plate 8 are prefabricated and open. There is a fixing hole 62, and the rectifier position is positioned according to the drawings, and the fixing hole 62 on the carrier plate 8 is inserted with the corresponding position anchor rod 4, and concrete is poured within the fixed hole 62;
[0057] S3: Determine the water level of the river in the region, and lay the navigan cage layer 22 from the bottom of the slope 1 simultaneously cover the area of the throwing stone layer 21 again, the top of the re...
PUM
Login to View More Abstract
Description
Claims
Application Information
Login to View More 


