CN206681737U - Big cross section shaft excavation system - Google Patents
Big cross section shaft excavation system Download PDFInfo
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- CN206681737U CN206681737U CN201720515463.0U CN201720515463U CN206681737U CN 206681737 U CN206681737 U CN 206681737U CN 201720515463 U CN201720515463 U CN 201720515463U CN 206681737 U CN206681737 U CN 206681737U
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- platform
- slag
- well
- excavation system
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Abstract
The utility model provides big cross section shaft excavation system, it includes the horizontal well in top, the inner excavated of the horizontal well in top has top platform, track is installed on the top platform, temporary bridge machine is installed by rolling cooperation on the track, the bottom of the horizontal well in top, which excavates to have, vertical slips slag well, the top for slipping slag well is covered with slipping slag platform, described slip is provided with small-sized backhoe Cinder Machine at the top of slag platform, the small-sized backhoe Cinder Machine is located at the inside of vertical shaft, the bottom for slipping slag well is provided with slagging channel, the slagging channel is internally provided with large-scale earth scraper.Can disposably it skim, comprehensive to skim, few process ensures construction speed, while platform covering slips slag well and ensures safety, and division operation an ancient official title can be subsequently used for multiple times without hand fit, simple in construction, easy to make, safe.
Description
Technical field
Big cross section shaft excavation system is the utility model is related to, belongs to civil construction field.
Background technology
Big cross section shaft excavation has various form of construction work, but traditional shaft section area excavates conventional mode
It is directly to excavate, is excavated by using excavator, then dregs is sling from silo bottom, is conveyed, but this construction party
Formula there is it is following the defects of：（1）Efficiency of construction is than relatively low, due to needing leading to the dregs of excavation progressively in work progress
Cross the top that hanging basket is lifted into well；（2）In work progress in order to ensure to skim progress while ensure construction safety, usual vertical shaft
Skim and use hand fit 0.2m3Small-sized backhoe is skimmed.Small-sized Cinder Machine can only be hoisted to some corner areas and skim, construction
It is limited in scope, and needs to allocate and transport digging machine position repeatedly, backhoe digging machine limitation of skimming is very big；（3）Secondly digging machine is skimmed efficiency
Low, working security is relatively low, causes the multiple operation and time delay of construction, safety and progress can not all be ensured well.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of big cross section shaft excavation system, can disposably take off
Slag, comprehensive to skim, few process, ensure construction speed, while platform covering slips slag well and ensures safety, division operation an ancient official title is without people
Work coordinates, and can subsequently be used for multiple times, simple in construction, easy to make, safe.
In order to realize above-mentioned technical characteristic, what the purpose of this utility model was realized in：Big cross section shaft excavation system
System, it includes the horizontal well in top, and the inside of the horizontal well in top has poured top platform, track is provided with the top platform,
Temporary bridge machine is installed by rolling cooperation on the track, the bottom of the horizontal well in top, which excavates to have, vertical slips slag well, institute
The top for slipping slag well is stated covered with slag platform is slipped, described slip is provided with small-sized backhoe Cinder Machine at the top of slag platform, described small-sized
Backhoe Cinder Machine is located at the inside of vertical shaft, and the bottom for slipping slag well is provided with slagging channel, set inside the slagging channel
There is large-scale earth scraper.
The temporary bridge machine includes bridge frame, and the bottom of the bridge frame is provided with wheel, and the wheel and track are formed
Roll and coordinate, hoist engine is installed at the top of the bridge frame, the end of the hoist engine is connected with suspension hook.
The slag platform that slips is welded using the crossbeams and longeron square crossing of more parallel arrangements, the crossbeam and vertical
The edge of beam is welded into polygonized structure by more Edge Enhancement bars, is welded with and is equally spaced at the top of crossbeam and longeron
Antiskid thread reinforcing bar, and multiple Shackle assemblies are welded with the top of crossbeam and longeron.
Cross weld is tilted between the Edge Enhancement bar oblique bracing piece.
The surface area for slipping slag platform is more than the surface area for slipping slag well.
Big spacing is provided between the antiskid thread reinforcing bar, can make to fall under dregs is smooth and slip slag well.
The utility model has the advantages that：
1st, it can ensure easily to set up temporary bridge machine by excavating the horizontal well in top, and facilitate the row of temporary bridge machine
Walk, and the hanging device inside the vertical shaft of excavation can be facilitated by temporary bridge machine, and then ensure that construction speed.
2nd, by inside the vertical shaft of excavation set slip slag platform, can facilitate small-sized backhoe Cinder Machine inside vertical shaft just
Normal walking, without influenceing the scope of its construction, and move it more clever and convenient, improve operating efficiency height.
3rd, the dregs of excavation is directly discharged to arrange from slag well is slipped by being provided with to slip slag well and facilitate in the middle part of vertical shaft
Slag channel interior, and then its tapping process is facilitated, improve operating efficiency.
4th, by setting large-scale earth scraper inside slagging channel, easily dregs can be discharged to outside passage.
Brief description of the drawings
The utility model is described in further detail with reference to the accompanying drawings and examples.
Fig. 1 overall structure diagrams of the present utility model.
Fig. 2 is of the present utility model to slip slag platform top view.
In figure：Hoist engine 1, bridge frame 2, wheel 3, track 4, top platform 5, suspension hook 6, vertical shaft 7, small-sized backhoe Cinder Machine
8th, slip slag platform 9, slip slag well 10, slagging channel 11, large-scale earth scraper 12, dregs 13, the horizontal well 14 in top；
Crossbeam 901, longeron 902, antiskid thread reinforcing bar 903, Edge Enhancement bar 904, Shackle assembly 905, oblique bracing piece
906。
Embodiment
Embodiment of the present utility model is described further below in conjunction with the accompanying drawings.
Referring to Fig. 1-2, big cross section shaft excavation system, it includes the horizontal well 14 in top, and the inside of the horizontal well 14 in top is poured
Top platform 5 has been built, track 4 is installed on the top platform 5, temporary bridge is installed by rolling cooperation on the track 4
Machine, the bottom of the horizontal well 14 in top excavate have it is vertical slip slag well 10, the top for slipping slag well 10 is covered with slipping slag platform
9, the top for slipping slag platform 9 is provided with small-sized backhoe Cinder Machine 8, and the small-sized backhoe Cinder Machine 8 is located at the interior of vertical shaft 7
Portion, the bottom for slipping slag well 10 are provided with slagging channel 11, and the slagging channel 11 is internally provided with large-scale earth scraper 12.
Further, the temporary bridge machine includes bridge frame 2, and the bottom of the bridge frame 2 is provided with wheel 3, the car
Wheel 3 and track 4, which form to roll, to be coordinated, and the top of the bridge frame 2 is provided with hoist engine 1, and the end of the hoist engine 1 is connected with
Suspension hook 6.By temporary bridge machine can easily by the instrument required in mining process or equipment handling to the inside of hoistway,
And then facilitate its work progress.
Further, the slag platform 9 that slips is using the more crossbeams 901 being arranged in parallel and the square crossing of longeron 902 welding
Form, the edge of the crossbeam 901 and longeron 902 is welded into polygonized structure by more Edge Enhancement bars 904, in crossbeam
901 and the top of longeron 902 be welded with the antiskid thread reinforcing bar 903 being equally spaced, and in crossbeam 901 and longeron 902
Top is welded with multiple Shackle assemblies 905.It can facilitate the walking of small-sized backhoe Cinder Machine 8 by slipping slag platform 9, and then ensure
Its normal construction process, improves its movable spirit and property, expands its boundary of works area and construction radius, and then ensure that and apply
Work progress.
Further, cross weld is tilted between the Edge Enhancement bar 904 has oblique bracing piece 906.Pass through oblique bracing piece
906 can strengthen the whole structural strength for slipping slag platform 9, ensure the security of its operation.
Further, the surface area for slipping slag platform 9 is more than the surface area for slipping slag well 10.Pass through larger surface area energy
Enough ensure the security of small-sized backhoe Cinder Machine 8.
Further, big spacing is provided between the antiskid thread reinforcing bar 903, can makes to fall under dregs is smooth and slip slag
Well 10.Dregs easily can be slipped into slag well 10 by being fallen under gap by being provided with larger spacing, and then ensure that just
Normal troubleshooting procedure.
The course of work and operation principle of the present utility model are：
When needing to excavate vertical shaft 7, the horizontal well 14 first at the top of the excavation of the top of vertical shaft 7, by horizontal at top
Top platform 5 is excavated on well 14, and track 4 and temporary bridge machine are set up on top platform 5, is excavated in the bottom of vertical shaft 7 horizontal
To slagging channel 11, and the top for slipping slag well 10 is covered in using slipping slag platform 9, then, by temporary bridge machine by small size back
Vertical shaft 7 is arrived in the lower section of shovel Cinder Machine 8, vertical shaft is excavated eventually through small-sized backhoe Cinder Machine 8, and dregs is put down by slipping slag
Fallen under the gap of the antiskid thread reinforcing bar 903 of platform 9 and slip slag well 10, transport dregs 13 eventually through large-scale earth scraper 12.
The above embodiments are only optimal technical scheme of the present utility model, and are not construed as limit of the present utility model
System, the technical scheme that the scope of protection of the utility model should be recorded with claim, including the technical scheme that claim is recorded
The equivalents of middle technical characteristic are protection domain.Equivalent substitution i.e. within this range is improved, also in the utility model
Protection domain within.
Claims (6)
1. big cross section shaft excavation system, it is characterised in that：It includes the horizontal well in top（14）, the horizontal well in top（14）Inside
Top platform is poured（5）, the top platform（5）On track is installed（4）, the track（4）It is upper to coordinate peace by rolling
Equipped with temporary bridge machine, the horizontal well in top（14）Bottom excavate to have and vertical slip slag well（10）, it is described to slip slag well（10）Top
Portion is covered with slipping slag platform（9）, it is described to slip slag platform（9）Top be provided with small-sized backhoe Cinder Machine（8）, the small-sized backhoe
Cinder Machine（8）Positioned at vertical shaft（7）Inside, it is described to slip slag well（10）Bottom be provided with slagging channel（11）, the deslagging leads to
Road（11）It is internally provided with large-scale earth scraper（12）.
2. big cross section shaft excavation system according to claim 1, it is characterised in that：The temporary bridge machine includes bridge frame
（2）, the bridge frame（2）Bottom wheel is installed（3）, the wheel（3）And track（4）Form to roll and coordinate, the bridge
Frame（2）Top hoist engine is installed（1）, the hoist engine（1）End be connected with suspension hook（6）.
3. big cross section shaft excavation system according to claim 1, it is characterised in that：It is described to slip slag platform（9）Using more
The crossbeam of parallel arrangement（901）And longeron（902）Square crossing is welded, the crossbeam（901）And longeron（902）Edge
Pass through more Edge Enhancement bars（904）Polygonized structure is welded into, in crossbeam（901）And longeron（902）Top be welded with
The antiskid thread reinforcing bar of spacing arrangement（903）, and in crossbeam（901）And longeron（902）Top be welded with multiple hanger groups
Part（905）.
4. big cross section shaft excavation system according to claim 3, it is characterised in that：The Edge Enhancement bar（904）Between
Tilting cross weld has oblique bracing piece（906）.
5. big cross section shaft excavation system according to claim 1, it is characterised in that：It is described to slip slag platform（9）Surface area
More than slipping slag well（10）Surface area.
6. big cross section shaft excavation system according to claim 3, it is characterised in that：The antiskid thread reinforcing bar（903）It
Between be provided with big spacing, can make to fall under dregs is smooth and slip slag well（10）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720515463.0U CN206681737U (en) | 2017-05-10 | 2017-05-10 | Big cross section shaft excavation system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720515463.0U CN206681737U (en) | 2017-05-10 | 2017-05-10 | Big cross section shaft excavation system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206681737U true CN206681737U (en) | 2017-11-28 |
Family
ID=60407096
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720515463.0U Active CN206681737U (en) | 2017-05-10 | 2017-05-10 | Big cross section shaft excavation system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206681737U (en) |
-
2017
- 2017-05-10 CN CN201720515463.0U patent/CN206681737U/en active Active
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