Construction system and construction method of weak disturbance controlled blasting in foundation pit
A weak disturbance and controllable technology, applied in blasting, infrastructure engineering, excavation, etc., can solve problems such as large excavation workload, and achieve the effect of improving quality, reducing difficulty, and improving stable state
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0063] Weak disturbance controlled blasting construction system of foundation pit, please refer to Figure 1 to Figure 8 , including pilot hole drilling machine 1, charge bag 2, hole slag removal device 3, blasting cover body 10, drug delivery device 14, machine-assisted positioning facility 4, and blast hole temporary support body 5;
[0064] see figure 1 The drilling rig auxiliary positioning facility 4 includes a flexible joint filler layer 401 laid on the upper surface of the soil layer 7 to be blasted, a drilling rig positioning plate 402 arranged on the flexible joint filling material layer 401, and a connecting pier arranged on the drilling rig positioning plate 402 403, the auxiliary alignment body 404, which is set on the connecting pier 403 and the drilling machine support plate 405 connected with the drilling machine connection plate 411, the bottom end is connected with the drilling machine support plate 405, and the top end is connected with the pilot hole drillin...
Embodiment 2
[0078] The weak disturbance controlled blasting construction method of foundation pit is characterized in that it includes the following steps:
[0079] 1) Construction preparation
[0080] Smooth the surface of the soil layer 7 to be blasted, determine the amount of explosives 12 in the blast hole 8 and the position of the blast hole 8, and prepare the hole slag removal device 3 and the double-cavity charge bag 2;
[0081] 2) Rig positioning, pilot hole and drilling
[0082] On the upper surface of the soil layer 7 to be blasted, a layer of flexible joint filler layer 401 and a drilling rig positioning plate 402 are successively laid, and the flatness of the drilling rig positioning plate 402 is adjusted by an elevation adjustment body 407; Connect the pier 403 and the drill support plate 405, so that the lower end of the pilot hole drill 1 is connected to the drill support plate 405 through the drill connection plate 411, and an auxiliary alignment body 404 is set between t...
PUM
Login to View More Abstract
Description
Claims
Application Information
Login to View More 


