Permanent and temporary combined waste slag yard drainage method and system
It is a technology of permanent combination and waste slag yard, which is applied in the direction of waterway system, sewer pipeline system, water supply device, etc., and can solve the problems of investment waste, inconvenient construction, seepage of slag platform slope, etc., so as to save investment and improve safety And convenience, reduce the effect of land occupation
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0038] refer to Figure 1 to Figure 6 Shown, a kind of method for draining the waste slag field combined forever, is characterized in that, comprises the following steps:
[0039] S1 Build a drainage blind ditch 2 at the bottom of the ditch in the ditch at the front of the dreg pile;
[0040] S2 Stack slag in separate platforms from bottom to top, excavate the first temporary drainage ditch 31 at the edge of the slag stacking line of the first-level platform in front of the first-level platform for slag stacking, and connect the two sides to the downstream of the spoil yard;
[0041] S3 After the stacking of the first-level platform is completed, the second temporary drainage ditch 32 is excavated along the edge of the second-level platform elevation slag line, and the two sides are connected to both sides of the first temporary drainage ditch 31;
[0042] When the second-level platform is piled up in S4, the first temporary drainage ditch 31 will be filled with spoil inside ...
Embodiment 2
[0053] Yet another embodiment of the present invention is a drainage system for waste slag field combining permanent and imminent, which is characterized in that it includes: a temporary drainage ditch opened along the edge of the slag stacking line at the height of the slag stacking platform, and a permanent water cutoff opened after the final slag stacking Ditch 1, and the bottom of the ditch in the spoil yard is provided with drainage blind ditch 2;
[0054] The permanent intercepting ditch 1 is formed by lining the ultimate temporary drainage ditch or excavating along the edge of the slag stacking line at the elevation of the final slag stacking platform;
[0055] The cross-section of the permanent intercepting ditch 1 is rectangular, and the inside of the permanent intercepting ditch 1 where the ditch water joins is superhigh by 20 cm to prevent the seasonal water from flowing into the permanent intercepting ditch and rushing into the waste slag field at a faster speed, an...
PUM
Login to View More Abstract
Description
Claims
Application Information
Login to View More 


