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Pillar type two-way multi-point synchronous rock hydraulic breaking device

A technology of hydraulic crushing and jacking, which is applied in the direction of discharge machinery, mining equipment, earth drilling and mining, etc., to achieve the effects of convenient assembly and transportation, improved construction safety, and simple processing and manufacturing

Active Publication Date: 2017-04-26
BEIJING MUNICIPAL ROAD & BRIDGE
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The cantilever roadheader is another commonly used tunnel boring machine. It is flexible and can excavate tunnels of any shape and cross-section. However, it also has limitations. Generally, it can only be used for rocks with a uniaxial strength of less than 120MPa.

Method used

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  • Pillar type two-way multi-point synchronous rock hydraulic breaking device
  • Pillar type two-way multi-point synchronous rock hydraulic breaking device
  • Pillar type two-way multi-point synchronous rock hydraulic breaking device

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Embodiment Construction

[0027] Such as Figure 1-5 As shown, the top-pillar type two-way multi-point synchronous rock hydraulic breaking device includes a mobile trolley, a power system, a hydraulic control system, and an execution system.

[0028] The mobile trolley comprises a moving wheel 1, a support base frame 2, a support column 3, a storage box 7, a support top frame longitudinal beam 9, a support top frame beam 10, and a connecting plate 11.

[0029] The power system includes an electric motor 4 .

[0030] The hydraulic control system includes a hydraulic pump 5, a plunger hydraulic pump 6, a three-position four-way valve 8, a hydraulic oil pipeline 12, an electromagnetic control hydraulic valve group 13, a hydraulic oil tank 14, a stop valve 15, a check valve 16, Pressure relief valve 21, constant pressure valve 22, hydraulic oil circuit 23, hydraulic oil cooler 26, two-way conversion control valve a27, plunger-type primary hydraulic cylinder 28, two-way conversion control valve b29, plunge...

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Abstract

The invention provides a hydraulic jack-prop type bidirectional multi-point synchronous rock crushing device which comprises a moving trolley, a power system, a hydraulic control system and an execution system. A motor is connected with a hydraulic pump. One end of the hydraulic pump is connected with a hydraulic oil tank. The other end of the hydraulic pump is connected with an oil inlet of a three-position four-way valve. Oil passing through the three-position four-way valve is divided into three ways, and the first way is connected with an electromagnetic control hydraulic valve group through a check valve; the second way is connected with a plunger type primary hydraulic cylinder through a bilateral switching control valve a and a bilateral switching control valve b; the third way conducts initial cycle of the device through a hydraulic oil way; the initial cycle is that hydraulic oil in the device returns back to the hydraulic oil tank after passing through the hydraulic pump and a hydraulic oil cooling device from the hydraulic oil tank; multiple groups of small jack-prop type jack pistons on working rods start to work, symmetrical jack props stretch out to apply tension-shear stress on rock, and the rock is crushed when the applied tension-shear stress exceeds the limit damage tension-shear stress of the rock.

Description

technical field [0001] The invention relates to a top-pillar type two-way multi-point synchronous rock hydraulic crushing device, which belongs to the technical field of non-explosive rock excavation and excavation for rock tunnels or rock underground engineering. Background technique [0002] Rock tunnel excavation is currently mainly carried out by the drill and blast method. However, the vibration, flying rocks, shock waves, noise, and harmful gases generated by the drilling and blasting method will not only affect the surrounding environment, but also generate flying rocks and gun smoke during the blasting process, forcing the drilling and blasting method to only use intermittent cycle operations, which greatly affects the drilling environment. Time utilization for drilling, ballasting and support work. In addition, if the tunnel excavation is carried out in a complex urban environment, the blasting vibration will definitely cause damage to the adjacent buildings and st...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E21D9/00
CPCE21C37/08E21D9/00
Inventor 苏东青马瑞孙西濛周世生叶春琳苏淼赵晓延
Owner BEIJING MUNICIPAL ROAD & BRIDGE