CN217330913U - Electronic detonator network for tunnel foundation pit excavation - Google Patents

Electronic detonator network for tunnel foundation pit excavation Download PDF

Info

Publication number
CN217330913U
CN217330913U CN202220978275.2U CN202220978275U CN217330913U CN 217330913 U CN217330913 U CN 217330913U CN 202220978275 U CN202220978275 U CN 202220978275U CN 217330913 U CN217330913 U CN 217330913U
Authority
CN
China
Prior art keywords
blasting
detonator
explosive
electron detonator
network
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202220978275.2U
Other languages
Chinese (zh)
Inventor
周光辉
华富春
钟志明
林朝键
陈志斌
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Fujian Civilian Blasting Chemical Co ltd
Original Assignee
Fujian Civilian Blasting Chemical Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Fujian Civilian Blasting Chemical Co ltd filed Critical Fujian Civilian Blasting Chemical Co ltd
Priority to CN202220978275.2U priority Critical patent/CN217330913U/en
Application granted granted Critical
Publication of CN217330913U publication Critical patent/CN217330913U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Drilling And Exploitation, And Mining Machines And Methods (AREA)

Abstract

The utility model discloses an electron detonator network for tunnel foundation ditch excavation belongs to the civilian and explodes the chemical industry field, solves traditional electron detonator connection network problem with high costs, that reject to explode, the reliability is low. The utility model relates to an electron detonator network for tunnel foundation ditch excavation includes blasting generating line, ply-yarn drill, foot line, electron detonator, explosive, the electron detonator loops through foot line, ply-yarn drill and is connected with the blasting generating line, and the same explosive of blasting delay time links together through a branch of detonating cord, detonating cord bundling end binds an electron detonator, and an explosive is connected to the other end.

Description

Electronic detonator network for tunnel foundation pit excavation
Technical Field
The utility model relates to an engineering blasting technical field is a be applied to tunnel, the little section engineering blasting initiation electron detonator connecting network of foundation ditch.
Background
The electronic detonator adopts a built-in electronic control module to control the detonation process and energy. The electronic detonator has the characteristics of single shot and detonation network detection, high delay precision, supervision of the whole life cycle and the like, is a direction for realizing high-quality development of the civil explosive production industry, and is widely applied to the current blasting engineering construction.
However, in the application of the electronic detonator in small-section blasting, because the hole spacing is small and the rock and ore are compact, the shock wave generated after the explosive is exploded can cause overload impact on the electronic detonator, so that the internal components of the electronic detonator are damaged to different degrees due to the overload impact, the traditional electronic detonator connecting network is shown in figure 1, the electronic detonator 4 is connected with the blasting bus 1 sequentially through a leg wire 3 and a line card 2, each foundation pit needs one detonator, and more detonators need to be consumed; in addition, electromagnetic pulses generated in explosion can interfere with chips in the detonators and also influence the normal work of the electronic detonators, so that part of the electronic detonators with high-delay detonation in an explosion network consisting of multiple electronic detonators cannot be detonated, construction safety is not facilitated, and construction progress is influenced; in addition, because all electronic detonators are connected with the blasting bus, the detonators which are detonated first can pull the blasting bus, so that the position of the detonators which are detonated subsequently with high delay is moved, the blasting effect is influenced, even the detonators and the explosive are disconnected seriously, and the condition that the detonators are detonated and the explosive is not detonated occurs.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the above-mentioned current technical problem, provide an electronic detonator blasting construction initiation network of being applied to tunnel, foundation ditch excavation arranges, connection technology, has solved three big problems: firstly, the problems that a large number of detonators are required to be consumed in the blasting process and the cost is high are solved; secondly, the problem that the delayed detonation electronic detonator is interfered by shock waves generated after the explosion of the explosive and electromagnetic pulses generated in the explosion to cause explosion rejection because the distance between blast holes is small in the blasting construction of the electronic detonator is solved; and thirdly, the problem that the blasting bus is pulled to cause detonation of the detonator and the explosive fails to detonate is solved.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
an electronic detonator network for tunnel foundation pit excavation comprises a blasting bus, a line card, a leg wire, an electronic detonator and explosive, wherein the electronic detonator is connected with the blasting bus sequentially through the leg wire and the line card, the explosives with the same blasting delay time are connected together through a detonating cord bundle, one electronic detonator is bound at the bundling end of the detonating cord bundle, and the other explosive is connected with the other explosive.
After the network connection is adopted, only one detonator is needed for blasting the explosives with the same delay time, so that the using amount of the detonator is saved, and the cost is saved (the cost of the detonating fuse is far lower than that of an electronic detonator). Meanwhile, the detonator distribution is sparse due to the fact that the using amount of the detonator is reduced on the same cross section, the problem that the electronic detonator which is subjected to delayed detonation is interfered by shock waves generated after the detonator explodes and electromagnetic pulses generated in the explosion to cause explosion rejection due to the fact that the distance between blast holes is small in blasting construction of the electronic detonator is solved, and the problem that the detonator is detonated and the detonator is detonated due to the fact that a blasting bus is pulled is also solved.
Drawings
FIG. 1 is a schematic diagram of a conventional electronic detonator connection network;
FIG. 2 is a schematic diagram of the electronic detonator network connection for excavation of a tunnel foundation pit of the present invention;
FIG. 3 is a schematic diagram of an embodiment of the present invention;
fig. 4 is a schematic diagram of the connection between the electronic detonator and the explosive of the explosive with the same blasting delay time of the utility model.
The symbols in the figure represent:
1. blasting bus 2, line card 3, leg wire 4, electronic detonator 5, detonating cord 6, explosive 7 and stuffing
Detailed Description
The present invention will be further explained with reference to the accompanying drawings.
As shown in fig. 2 and 3, the electronic detonator network connection schematic diagram for tunnel foundation pit excavation is shown in the following table:
TABLE 1 delay time for each well
Figure BDA0003616323530000031
As shown in fig. 2 and 3, the electronic detonator network for tunnel foundation pit excavation comprises a blasting bus 1, a line card 2, a leg wire 3, an electronic detonator 4 and explosives 6, wherein the electronic detonator 2 is connected with the blasting bus 1 sequentially through the leg wire 3 and the line card 2, as shown in fig. 4, the explosives 6 with the same blasting delay time are connected together through a bundle of detonating cords 5, one electronic detonator 4 is bound at the bundling end of each detonating cord 5, the other end of each detonating cord is connected with one explosive 6, and the outside of the explosives 6 is filled with 7.
Through the utility model discloses the network connection sets up the delay time according to table 1, each hole that the delay time is the same explodes in proper order, the detonator has been saved than traditional electron detonator network, thereby practice thrift the cost, and simultaneously, the detonator distributes sparsely relatively, it is little because of big gun hole interval to have avoided electron detonator in blasting construction, the electron detonator of time delay detonating receives the shock wave that produces behind the explosive explosion and the electromagnetic pulse interference that produces in the explosion leads to the problem of refusing to explode, the blasting generating line has also been solved and has been dragged the detonator and explode and the problem of refusing to explode.

Claims (1)

1. The utility model provides an electron detonator network for tunnel foundation ditch excavation, includes blasting generating line (1), ply-yarn drill (2), foot line (3), electron detonator (4), explosive (6), electron detonator (4) loop through foot line (3), ply-yarn drill (2) and is connected with blasting generating line (1), its characterized in that, and blasting delay time the same explosive (6) link together through a bundle of detonating cord (5), detonating cord (5) beam forming end is bound an electron detonator (4), and explosive (6) are located to the other end connection.
CN202220978275.2U 2022-04-26 2022-04-26 Electronic detonator network for tunnel foundation pit excavation Active CN217330913U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202220978275.2U CN217330913U (en) 2022-04-26 2022-04-26 Electronic detonator network for tunnel foundation pit excavation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202220978275.2U CN217330913U (en) 2022-04-26 2022-04-26 Electronic detonator network for tunnel foundation pit excavation

Publications (1)

Publication Number Publication Date
CN217330913U true CN217330913U (en) 2022-08-30

Family

ID=82948972

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202220978275.2U Active CN217330913U (en) 2022-04-26 2022-04-26 Electronic detonator network for tunnel foundation pit excavation

Country Status (1)

Country Link
CN (1) CN217330913U (en)

Similar Documents

Publication Publication Date Title
CN110671981B (en) Smooth blasting method for vertical shaft tunneling in high stress environment
CN109115061B (en) Detonation control method for reducing blasting vibration
CN104154830B (en) Medium-length hole blasting method for underground mining
CN106091848B (en) It is a kind of to realize overlength, the method for high inclination-angle tunnel anchorage top bar explosion
CN101441055A (en) Presplit blasting method
CN102607353B (en) A kind of perron Delay between holes controlled blasting method
CN107003104B (en) Delaying blasting method and explosion and delay tool between most short column inner hole
CN110657722A (en) Hole-by-hole initiation method for complex environment foundation pit excavation
CN102506623A (en) Deep-hole and shallow-hole combined bench blasting method capable of reducing blasting boulder rate
CN102927866A (en) Open-bench blasting method capable of controlling forward stroke of blasting muck pile
CN102967191A (en) Blasting method for treatment of gob
CN110030891A (en) Tunnel tunnel face full*.face smooth blasting initiation system network
CN110332866A (en) Single free-face combines blasthole kerf blasting method
CN106767185B (en) The Multi-point Initiation Device and its installation and application method of a kind of lifting hole bottom detonation pressure
CN113587753A (en) Axial non-coupling water spaced charging structure and smooth blasting method using same
CN114111478A (en) Detonating circuit combining electronic detonator and detonating cord and construction method thereof
CN217330913U (en) Electronic detonator network for tunnel foundation pit excavation
CN211824100U (en) Detonator detonation system for mixed use of detonators and detonator arrangement system for tunnel blasting
CN102261874A (en) Method for blasting large section of rock roadway at one time
CN102494574B (en) Combined blasting method of tunneling electronic detonator and detonator with shock-conducting tube
CN115127415A (en) Boundary grooving presplitting blasting method for underground cemented filling body
CN105605994A (en) Detonating tube blasting network structure and blasting method
Manoj et al. Electronic Delay Detonators-Benefits & growth prospects in India
CN213208795U (en) Electronic detonator and blasting system
CN213778810U (en) Hole-to-hole differential blasting device composed of single-section nonel detonator

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant