CN202611706U - Shaft deslagging platform device - Google Patents
Shaft deslagging platform device Download PDFInfo
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- CN202611706U CN202611706U CN 201220134137 CN201220134137U CN202611706U CN 202611706 U CN202611706 U CN 202611706U CN 201220134137 CN201220134137 CN 201220134137 CN 201220134137 U CN201220134137 U CN 201220134137U CN 202611706 U CN202611706 U CN 202611706U
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Abstract
The utility model provides a shaft deslagging platform device, which comprises a plurality of platform supporting components, a platform frame, a rotary steel door and a bucket, wherein a plurality of platform supporting components are respectively inserted into preset positions on the inner wall of a shaft; the platform supporting components support the platform frame; the rotary steel door is arranged at the preset position of the platform frame; and the bucket is arranged on the upper surface of the rotary steel door. According to the structure, the shaft deslagging platform devices can be arranged on parts of a plurality of drift layers, which are communicated with the shaft, so each drift layer can be deslagged, and deslagging efficiency is improved. Meanwhile, the shaft deslagging platform device is simple in structure, high in operability, convenient to assemble, labor-saving and low in cost.
Description
Technical field
The utility model relates to underground mine engineering field, specifically, relates to a kind of vertical shaft stage apparatus of slagging tap.
Background technology
As everyone knows, in the mine system work progress, the broken system of slide is in occupation of having consequence in the underground metallurgical mine.Yet the problem of slagging tap often becomes the bottleneck of restriction speed of application.
Traditional vertical shaft slag tapping method mainly is divided into two kinds.Wherein a kind ofly slag tap, make drop shaft identical during construction, the interior slag stone of entry is entered bottom the drop shaft, through the rubble machine slag stone is carried out break process then, and then rubble is removed through drop shaft with entry through the broken system of traditional slide.Promptly this method is mainly slagged tap through existing slag tapping method.
Another kind of vertical shaft slag tapping method is installed an artificial false bottom in the precalculated position of vertical shaft; The position in the tunnel that will slag tap as required in the precalculated position of this vertical shaft is provided with; Then the slag stone in the entry is entered to the artificial false bottom place and with slag stone and pack in the tube, through vertical shafts such as the hoisting equipment equipment of slagging tap slag stone is removed then.
When shortening construction period or vertical shaft and communicate with many entrys, the operation of slagging tap simultaneously of a plurality of entry layers can improve efficiency of construction like this.Yet above-mentioned vertical shaft slag tapping method is through a existing broken system or artificial false bottom is installed in vertical shaft realizes slagging tap of slipping, and can influence the integral body efficient of slagging tap like this.
So, be necessary above-mentioned vertical shaft slag tapping method is further improved, to avoid the low defective of above-mentioned vertical shaft slag tapping method efficiency of construction.
The utility model content
The utility model provides a kind of vertical shaft stage apparatus of slagging tap, and has solved the inefficient problem of vertical shaft slag tapping method of the broken system of existing slide.
Be to realize that above-mentioned purpose, the utility model provide a kind of vertical shaft stage apparatus of slagging tap, it comprises: a plurality of platform support member, the precalculated position of inserting vertical shaft respectively;
Platform framework, above-mentioned platform support member supports above-mentioned platform framework;
Rotate steel casement door, be arranged on the precalculated position of above-mentioned platform framework;
Well-bucket is placed on the upper surface of above-mentioned rotation steel casement door.
In addition, also can be, above-mentioned platform framework comprises: a pair of girder steel, the both ends of above-mentioned girder steel are connected with above-mentioned supporting member respectively;
A pair of auxiliary connection joist steel, the both ends of above-mentioned auxiliary connection joist steel are connected with the reservations of two above-mentioned girder steel respectively;
Strengthen the auxiliary girder steel, its both ends are connected with the middle part of two above-mentioned auxiliary connection joist steels respectively.
In addition, also can be that the above-mentioned vertical shaft stage apparatus of slagging tap also comprises: many bed boards be arranged on the top of above-mentioned platform framework;
The door supporting member is arranged on the sidepiece of above-mentioned girder steel, the above-mentioned rotation steel casement door of above-mentioned door support member support;
Winch is connected with an end of above-mentioned rotation steel casement door through wire rope, and above-mentioned winch spurs above-mentioned rotation steel casement door and rotates.
In addition, also can be, above-mentioned platform framework also comprises auxiliary auxiliary girder steel, and above-mentioned platform support member supports above-mentioned auxiliary auxiliary girder steel.
In addition, also can be that above-mentioned girder steel, above-mentioned auxiliary connection joist steel, above-mentioned reinforcement auxiliary girder steel and above-mentioned auxiliary auxiliary girder steel adopt i iron.
In addition, also can be, the above-mentioned vertical shaft stage apparatus of slagging tap also comprises down ladder chute, and the above-mentioned ladder chute that falls is arranged on entry and the contacted position of vertical shaft, and the lower bottom part of above-mentioned dovetail groove is near the port part of above-mentioned well-bucket.
Moreover, also can be, above-mentioned ladder chute comprises chute door and air cylinder device, and above-mentioned chute door is arranged on the above-mentioned lower bottom part of ladder chute, and above-mentioned air cylinder device drives above-mentioned chute door and moves.
Moreover, also can be that the vertical shaft stage apparatus of slagging tap can be set to the multilayer vertical shaft stage apparatus structure of slagging tap.
According to said structure, the vertical shaft stage apparatus of slagging tap can be set in the part that a plurality of entry layers communicate with vertical shaft, can slag tap to each entry layer like this, improved the efficient of slagging tap.Simultaneously, this vertical shaft slag tap that stage apparatus is simple in structure, strong operability, be convenient to assembling, save manpower, cost is low.Simultaneously, the slag stone that drops in the tapping process drops on and rotates on the steel casement door, does not influence continuous operation behind the cleaning slag stone, and the safety factor of the operation that can guarantee to slag tap.
Description of drawings
Through below in conjunction with accompanying drawing embodiment being described, above-mentioned characteristic of the utility model and technological merit will become apparent and understand easily.
Fig. 1 is the slag tap plan structure sketch map of stage apparatus of vertical shaft that the utility model relates to;
Fig. 2 is that the master of ladder chute that the utility model relates to looks sketch map.
Reference numeral:
11, vertical shaft; 12, entry;
21, platform support member; 31, platform framework;
32, girder steel; 33, auxiliary connection joist steel;
34, strengthen the auxiliary girder steel; 35, auxiliary auxiliary girder steel;
41, rotate steel casement door; 42, door supporting member;
43, winch; 51, well-bucket;
61, bed board; 71, fall ladder chute;
72, air cylinder device; 73, chute door.
The specific embodiment
Below in conjunction with accompanying drawing and specific embodiment the utility model is done further detailed description.
In the following description; Only some example embodiment of the utility model is described through the mode of explanation; Undoubtedly; Those of ordinary skill in the art can recognize, under the situation of spirit that does not depart from the utility model and scope, can revise described embodiment with various different modes.Therefore, accompanying drawing be described in just illustratively in essence, rather than be used to limit the protection domain of claim.In addition, in this manual, identical Reference numeral indicates identical part.
Fig. 1 is the slag tap plan structure sketch map of stage apparatus of vertical shaft that the utility model relates to.As shown in Figure 1, this vertical shaft stage apparatus of slagging tap comprises: a plurality of platform support member 21, platform framework 31, rotate steel casement door 41 and well-bucket 51.
A plurality of platform support member 21 are inserted the precalculated position of vertical shaft 11 respectively, and this precalculated position is set with the position that vertical shaft 11 communicates according to 12 roads, horizontal lane.Preferably, platform support member 21 comprises round steel and steel plate, and round steel inserts the precalculated position of vertical shaft 11 respectively, and steel plate welds with round steel mutually.
Rotate steel casement door 41, be arranged on the precalculated position of platform framework 31, this precalculated position requires to rotate steel casement door 41 can be used for bearing following well-bucket 51, and rotation steel casement door 41 is turning.
Well-bucket 51 is placed on the upper surface that rotates steel casement door 41, is used to load slag stone.
Above-mentioned platform framework 31 comprises: a pair of girder steel 32, a pair of auxiliary connection joist steel 33, strengthen auxiliary girder steel 34.
The both ends of girder steel 32 are connected with platform support member 21 respectively.Preferably, weld with platform support member 21 mutually at the both ends of girder steel 32.In addition, preferably, these two girder steel 32 are set to be parallel to each other.
The both ends of auxiliary connection joist steel 33 are connected with the reservations of above-mentioned two girder steel 32 respectively.Preferably, the both ends of auxiliary connection joist steel 33 respectively with the middle part of two girder steel 32 near welding mutually.
The both ends of strengthening auxiliary girder steel 34 are connected with the middle part of above-mentioned two auxiliary connection joist steels 33 respectively.Preferably, the both ends of strengthening auxiliary girder steel 34 respectively with the middle part of above-mentioned two auxiliary connection joist steels 33 near welding mutually.
Above-mentioned platform framework 31 also comprises auxiliary auxiliary girder steel 35, and platform support member 21 supports auxiliary auxiliary girder steel 35.Preferably, auxiliary auxiliary girder steel 35 welds with platform support member 21 mutually, and perhaps auxiliary auxiliary girder steel 35 welds with the beam body of girder steel 32 mutually.
The above-mentioned vertical shaft stage apparatus of slagging tap also comprises: many bed boards 61, door supporting member 42 and winches 43.
Winch 43 is connected with an end of rotating steel casement door 41 through wire rope, and winch 43 pullings are rotated steel casement door 41 and rotated.Preferably, above winch 43, fixedly install one with joist steel through supporting member, on this joist steel, pulley is set, winch 43 is connected with an end of rotating steel casement door 41 through the steel wire penetrating pulley, and winch 43 moves to drive and rotates steel casement door 41 rotations like this.
In addition, preferably, above-mentioned girder steel 32, above-mentioned auxiliary connection joist steel 33, above-mentioned reinforcement auxiliary girder steel 34 and above-mentioned auxiliary auxiliary girder steel 35 adopt i iron.
Fig. 2 is that the master of ladder chute that the utility model relates to looks sketch map.As shown in Figure 2; This vertical shaft stage apparatus of slagging tap also comprises down ladder chute 71; The ladder chute 71 that falls is arranged on entry 12 and vertical shaft 11 position contacting mutually; Can support down the upper bottom portion of ladder chute 71 through supporting member, the lower bottom part of ladder chute 71 is supported in the slopes in the entry 12, falls the lower bottom part of dovetail groove 71 near the port part of well-bucket 51.
Above-mentioned ladder chute 71 comprises chute door 73 and air cylinder device 72, and chute door 73 is arranged on down the lower bottom part of ladder chute 71, and cylinder 72 devices drive chute doors 73 and move.
Need to prove that the vertical shaft stage apparatus of slagging tap can be set to the multilayer vertical shaft stage apparatus structure of slagging tap, the multilayer vertical shaft slag tap stage apparatus simultaneously coordinating operation the efficient of slagging tap can be provided.
The construction operation process of slagging tap; When needs are slagged tap to entry; At first the vertical shaft stage apparatus of slagging tap is installed in vertical shaft 11 and entry 12 contacted positions, rotate steel casement door 41 and be in closure state this moment, and well-bucket 51 can directly be positioned over the upper surface that rotates steel casement door 41.Air cylinder device 72 drive chute doors 72 move then, and slag stone slips to well-bucket 43.Open the slag tap rotation steel casement door 41 of stage apparatus of upper strata vertical shaft through winch 43 then, well-bucket 51 is promoted to place, the face of land through hoisting equipment.
When needs were slagged tap to next entry 12, winch 43 drove through pulley and rotates steel casement door 41 rotations, makes rotation steel casement door 41 be in open mode.Through hanging to pull well-bucket 51 is put into to the vertical shaft of next entry 12 stage apparatus of slagging tap then; Make well-bucket 51 be placed on the slag tap upper surface of rotation steel casement door 41 of stage apparatus of this vertical shaft; Then slag stone is entered the inside of this well-bucket 51, utilize hoisting equipment that this kibble hoist to the face of land is located.
Under the above-mentioned instruction of the utility model; Those skilled in the art can carry out various improvement and distortion on the basis of the foregoing description; And these improvement and distortion all drop in the protection domain of the utility model, and those skilled in the art should be understood that; Above-mentioned specific descriptions are just explained the purpose of the utility model better, and the protection domain of the utility model is limited claim and equivalent thereof.
Claims (8)
1. vertical shaft stage apparatus of slagging tap is characterized in that, comprising:
A plurality of platform support member, the precalculated position of inserting vertical shaft respectively;
Platform framework, above-mentioned platform support member supports above-mentioned platform framework;
Rotate steel casement door, be arranged on the precalculated position of above-mentioned platform framework;
Well-bucket is placed on the upper surface of above-mentioned rotation steel casement door.
2. according to the described vertical shaft of claim 1 stage apparatus of slagging tap, it is characterized in that,
Above-mentioned platform framework comprises: a pair of girder steel, the both ends of above-mentioned girder steel are connected with above-mentioned supporting member respectively;
A pair of auxiliary connection joist steel, the both ends of above-mentioned auxiliary connection joist steel are connected with the reservations of two above-mentioned girder steel respectively;
Strengthen the auxiliary girder steel, its both ends are connected with the middle part of two above-mentioned auxiliary connection joist steels respectively.
3. according to the described vertical shaft of claim 1 stage apparatus of slagging tap, it is characterized in that,
Also comprise: many bed boards are arranged on the top of above-mentioned platform framework;
The door supporting member is arranged on the sidepiece of above-mentioned girder steel, the above-mentioned rotation steel casement door of above-mentioned door support member support;
Winch is connected with an end of above-mentioned rotation steel casement door through wire rope, and above-mentioned winch spurs above-mentioned rotation steel casement door and rotates.
4. according to the described vertical shaft of claim 2 stage apparatus of slagging tap, it is characterized in that,
Above-mentioned platform framework also comprises auxiliary auxiliary girder steel, and above-mentioned platform support member supports above-mentioned auxiliary auxiliary girder steel.
5. according to claim 2 or the 4 described vertical shafts stage apparatus of slagging tap, it is characterized in that,
Above-mentioned girder steel, above-mentioned auxiliary connection joist steel, the above-mentioned auxiliary auxiliary girder steel of above-mentioned reinforcement auxiliary girder steel adopt i iron.
6. according to the described vertical shaft of claim 1 stage apparatus of slagging tap, it is characterized in that,
Also comprise down ladder chute, above-mentioned ladder chute is arranged on entry and the contacted position of vertical shaft, and the lower bottom part of above-mentioned dovetail groove is near the port part of above-mentioned well-bucket.
7. according to the described vertical shaft of claim 6 stage apparatus of slagging tap, it is characterized in that,
Above-mentioned ladder chute comprises chute door and air cylinder device, and above-mentioned chute door is arranged on the above-mentioned lower bottom part of ladder chute, and above-mentioned air cylinder device drives above-mentioned chute door and moves.
8. according to the described vertical shaft of claim 1 stage apparatus of slagging tap, it is characterized in that,
The vertical shaft stage apparatus of slagging tap can be set to the multilayer vertical shaft stage apparatus structure of slagging tap.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220134137 CN202611706U (en) | 2012-03-31 | 2012-03-31 | Shaft deslagging platform device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220134137 CN202611706U (en) | 2012-03-31 | 2012-03-31 | Shaft deslagging platform device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202611706U true CN202611706U (en) | 2012-12-19 |
Family
ID=47345415
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220134137 Expired - Lifetime CN202611706U (en) | 2012-03-31 | 2012-03-31 | Shaft deslagging platform device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202611706U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110145325A (en) * | 2019-06-04 | 2019-08-20 | 中铁十局集团城市轨道交通工程有限公司 | A kind of tunneling vertical shaft loading and unloading transportation system and its method |
-
2012
- 2012-03-31 CN CN 201220134137 patent/CN202611706U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110145325A (en) * | 2019-06-04 | 2019-08-20 | 中铁十局集团城市轨道交通工程有限公司 | A kind of tunneling vertical shaft loading and unloading transportation system and its method |
| CN110145325B (en) * | 2019-06-04 | 2020-10-30 | 中铁十局集团城市轨道交通工程有限公司 | Feeding and discharging conveying system and method for underground excavation vertical shaft |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20121219 |
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| CX01 | Expiry of patent term |