CN205477625U - Attaches wall circular track formula excavator - Google Patents
Attaches wall circular track formula excavator Download PDFInfo
- Publication number
- CN205477625U CN205477625U CN201620046098.9U CN201620046098U CN205477625U CN 205477625 U CN205477625 U CN 205477625U CN 201620046098 U CN201620046098 U CN 201620046098U CN 205477625 U CN205477625 U CN 205477625U
- Authority
- CN
- China
- Prior art keywords
- excavator
- circular orbit
- module board
- glide base
- pumping plant
- 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.)
- Expired - Fee Related
Links
Landscapes
- Earth Drilling (AREA)
Abstract
The utility model provides an attaches wall circular track formula excavator (b), (b) its characterized in that: be equipped with on the interior pit shaft wall of shaft with a section of thick bamboo wall correspond complex module board (1), be equipped with circular orbit (2) on module board (1), be equipped with slide base (3) on circular orbit (2), be equipped with excavator subassembly (3a) and excavator control room (3b) on slide base (3). The utility model discloses a mode including setting up the excavator subassembly on the pit shaft wall adapts to better that shaft borehole operation environment is narrow and small, the process conversion is frequent, frequent special conditions is shifted in excavator well -bucket and operation personnel plane space, effectual work safety and the work efficiency of having promoted.
Description
Technical field:
The present invention relates to a kind of vertical shaft excavating equipment, be exactly a kind of attached wall ring-rail type excavator specifically.
Background technology:
In vertical shaft for mine pit shaft process of construction, the most extensively introduce at present mini-excavator to carry out excavation and slag tap operation or coordinate the levelling work in the clear end, play the advantage that its flexible mechanization of operation efficiency is high, but in using at the scene, some problem needing to solve, owing to Construction of Silo work surface plane space is narrow and small, the particularity restriction of km in Vertical Channel hundreds of meters, personnel's material is up and down and service aisle of slagging tap is straight up through operation disk horn mouth from work surface, work surface is generally the circumference job area of diameter about 58 meters, space narrow field, operation conversion is frequently, hoppet conversion transposition and personnel's especially excavator are at the least regional activity, extremely inconvenience, have a strong impact on safety and efficiency.
Utility model content:
This utility model is contemplated to overcome deficiency of the prior art, it is provided that a kind of attached wall ring-rail type excavator.
This utility model offer techniques below scheme:
A kind of attached wall ring-rail type excavator, it is characterized in that: be provided with on the interior well bore wall of vertical shaft and the module board of barrel corresponding matching, module board is provided with circular orbit, circular orbit is provided with glide base, has excavator assembly and excavator control room being connected by connector on glide base;Hanging above circular orbit and be provided with hanging scaffold, be provided with hydraulic power pumping plant on hanging scaffold, described hydraulic power pumping plant is coordinated with the formation of excavator assembly by oil inlet and oil return main line, forms the signal of telecommunication by wire with hydraulic power pumping plant at excavator control room and controls to coordinate.
On the basis of technique scheme, it is also possible to have a techniques below scheme:
Described circular orbit is two-layer, and is located at large form expansion joint for open annular opening part
Described glide base is provided with the roller driven by hydraulic means, in order to glide base annularly track moves.
The advantage of utility model:
This utility model is by the way of being arranged on excavator assembly on interior well bore wall, better adapt to that vertical shaft working environment at coal mines is narrow and small, operation conversion frequently, excavator well-bucket and operating personnel's plane space shift specific condition frequently, the space that comprehensive utilization Shaft Stopes is limited, vacate the biggest working space for work surface well-bucket and operating personnel, effectively improve work safety and work efficiency.
Accompanying drawing illustrates:
Fig. 1 is structural representation of the present utility model.
Detailed description of the invention:
As shown in Figure 1, a kind of attached wall ring-rail type excavator, it is included in the interior well bore wall of vertical shaft for mine and is provided with the module board 1 covering whole barrel, and described module board 1 is combined by some end to end minor flaps, so makes module board 1 go for the vertical shaft of various diameter.
On the module board 1 in shaft bottom, it is being provided with circular orbit 2, and described circular orbit 2 is being formed by some end to end arc monorail combinations, so makes circular orbit 2 go for the vertical shaft of various diameter.
Described circular orbit 2 is the double-layer structure being made up of with lower floor circular orbit b upper strata circular orbit a, and it is additionally provided with longitudinal opening 2a at circular orbit 2, circular orbit 2 is made to become open annular, described opening part is located at large form expansion joint, is longitudinally provided with T-shaped plate 2b at described large form expansion joint.
Being equipped with one group of glide base 3 on upper strata circular orbit a and lower floor circular orbit b, be provided with link 3c between one group of described glide base 3, being connected by connector on link 3c lateral surface has excavator assembly 3a and excavator control room 3b.Described excavator assembly 3a is to be made up of hydraulic pressure extending arm and Excavating bucket, is provided with control assembly and seat in excavator control room 3b, and the outer wall of described excavator control room 3b uses the safety glass that perspectivity is higher to make.
Not shown hanging scaffold in figure is had by wire rope suspensioning above circular orbit 2, hanging scaffold is provided with hydraulic power pumping plant, described hydraulic power pumping plant is coordinated with excavator assembly 3a formation by oil inlet and oil return main line not shown in figure, control assembly in excavator control room 3b, forms the signal of telecommunication with hydraulic power pumping plant and excavator assembly 3a respectively by wire not shown in figure and controls to coordinate.
Link medial surface is provided with not shown roller in figure, described roller and module board 1 corresponding matching, in order to pull one group of glide base 3 and link 3c annularly track 2 to move.Described roller provides power by the hydraulic power pumping plant on hanging scaffold, and is controlled by the control assembly in excavator control room 3b.
Claims (3)
1. an attached wall ring-rail type excavator, it is characterized in that: on the interior well bore wall of vertical shaft, be provided with the module board (1) with barrel corresponding matching, module board (1) is provided with circular orbit (2), circular orbit (2) is provided with glide base (3), has excavator assembly (3a) and excavator control room (3b) being connected by connector on glide base (3);Hang in circular orbit (2) top and be provided with hanging scaffold, hanging scaffold is provided with hydraulic power pumping plant, described hydraulic power pumping plant is coordinated with excavator assembly (3a) formation by oil inlet and oil return main line, forms the signal of telecommunication by wire with hydraulic power pumping plant at excavator control room (3b) and controls to coordinate.
2. according to the attached wall ring-rail type excavator of the one described in claim 1, it is characterised in that: described circular orbit (2) is two-layer, and is open annular, and opening (2a) place is located at large form expansion joint.
3. according to the attached wall ring-rail type excavator of the one described in claim 1, it is characterised in that: it is provided with, on described glide base (3), the roller driven by hydraulic means, in order to glide base (3) annularly track (2) is mobile.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620046098.9U CN205477625U (en) | 2016-01-19 | 2016-01-19 | Attaches wall circular track formula excavator |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620046098.9U CN205477625U (en) | 2016-01-19 | 2016-01-19 | Attaches wall circular track formula excavator |
Publications (1)
Publication Number | Publication Date |
---|---|
CN205477625U true CN205477625U (en) | 2016-08-17 |
Family
ID=56671071
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201620046098.9U Expired - Fee Related CN205477625U (en) | 2016-01-19 | 2016-01-19 | Attaches wall circular track formula excavator |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN205477625U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2019128921A1 (en) * | 2017-12-25 | 2019-07-04 | 中铁工程装备集团有限公司 | Annular bracing boot propulsion system for vertical shaft sinking |
CN111720122A (en) * | 2020-05-25 | 2020-09-29 | 浙江中智物联科技集团有限公司 | Vertical shaft tunneling device of three-dimensional parking garage |
-
2016
- 2016-01-19 CN CN201620046098.9U patent/CN205477625U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2019128921A1 (en) * | 2017-12-25 | 2019-07-04 | 中铁工程装备集团有限公司 | Annular bracing boot propulsion system for vertical shaft sinking |
CN111720122A (en) * | 2020-05-25 | 2020-09-29 | 浙江中智物联科技集团有限公司 | Vertical shaft tunneling device of three-dimensional parking garage |
CN111720122B (en) * | 2020-05-25 | 2022-04-29 | 浙江中智物联科技集团有限公司 | Vertical shaft tunneling device of three-dimensional parking garage |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102226413B (en) | Gas extraction method of cross hole drilling area of gas discharge laneway | |
CN101446178B (en) | Wind pressure air drilling equipment in downhole soft outbursting coal bed and process matched therewith | |
CN102587959B (en) | Method for draining coal seam gas | |
CN104389607B (en) | Novel drilling and blasting method shaft drilling machine | |
CN102661167B (en) | Protected seam bottom plate upward comb-shaped drilled hole gas extraction method | |
CN103306714B (en) | Coal seam group with near interval Di Chou holes in lane the mash gas harnessing method in a hole three | |
CN103775127A (en) | Method for comprehensively treating gas in low-air-permeability high-gas-content coal seam group | |
CN103899350B (en) | Fully mechanized coal face frame carries top coal gas drainage system | |
CN205036382U (en) | Combined type blade disc sword of backbreaking | |
CN205477625U (en) | Attaches wall circular track formula excavator | |
CN105065049A (en) | Hydraulic support for high-water cut and fill mining | |
CN104819008B (en) | A kind of efficient pumping method of coal-bed gas | |
CN102606158A (en) | Novel low coal seam coal mine underground mining complete equipment | |
CN106593459A (en) | Overbreak cutter for hard rock shield tunneling machine | |
CN212154858U (en) | A cup joint formula underground conveyor for tailing lotion fills | |
CN102518465A (en) | Method for pumping high-position drilling gas from high gas working face | |
CN205025480U (en) | High water mining with filling hydraulic support | |
CN103321612A (en) | Water salvaging type drainage and gas production machine | |
CN104121036B (en) | A kind of linkage for being communicated with the groundwater reservoir in upper and lower coal seam and method of attachment | |
CN106050260A (en) | Non-stop production reconstruction method for tower-type external shaft hoisting system | |
CN204082217U (en) | A kind of linkage for being communicated with the groundwater reservoir in upper and lower coal seam | |
CN109488205B (en) | Drilling stroke and pressure control system for sinking method vertical shaft heading machine | |
CN103982204B (en) | A kind of funneling construction method of high Large chamber | |
CN112228088A (en) | Construction method of vertical shaft starting device for top-down pipe jacking construction in shield tunnel | |
CN111577282A (en) | High-low negative pressure separate source coal mine gas drainage process |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160817 Termination date: 20170119 |
|
CF01 | Termination of patent right due to non-payment of annual fee |