CN202064983U - Control device for bottom plate of roadway with erecting shed support - Google Patents
Control device for bottom plate of roadway with erecting shed support Download PDFInfo
- Publication number
- CN202064983U CN202064983U CN2011201944708U CN201120194470U CN202064983U CN 202064983 U CN202064983 U CN 202064983U CN 2011201944708 U CN2011201944708 U CN 2011201944708U CN 201120194470 U CN201120194470 U CN 201120194470U CN 202064983 U CN202064983 U CN 202064983U
- Authority
- CN
- China
- Prior art keywords
- bottom plate
- crossbeam
- erecting
- shed
- control device
- 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
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- 239000002360 explosive Substances 0.000 claims abstract description 5
- 239000011347 resin Substances 0.000 claims abstract description 5
- 229920005989 resin Polymers 0.000 claims abstract description 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 229910052742 iron Inorganic materials 0.000 claims description 3
- 238000007789 sealing Methods 0.000 claims description 3
- 239000011435 rock Substances 0.000 abstract description 3
- 238000004873 anchoring Methods 0.000 abstract 2
- 238000005553 drilling Methods 0.000 abstract 1
- 238000000034 method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000003245 coal Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
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- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
The utility model relates to a control device for a bottom plate of a roadway with an erecting shed support. A beam is arranged on the bottom plate on the lower portion of the erecting shed support and abutted to the space between shed legs, the beam and the bottom plate are provided with drilling holes downwardly, a tray and a nut are mounted on an exposed section of the upper end of each anchor rod sequentially, the anchor rods are mounted in the bottom plate through the holes of the beam, the lower end of each anchor rod is connected with a resin explosive cartridge in an anchoring mode, and anchoring areas of the anchor rods in the same line are combined by the beam so as to form an integral closed support structure with the erecting shed support. By the aid of the control device for the bottom plate of the roadway with the erecting shed support, bottom plate control measures are integrally connected with the erecting shed support, a stress state of bottom plate surrounding rocks is improved, a plane stress state is changed to a three-dimensional stress state, and a floor heave is effectively controlled.
Description
Technical field
The utility model relates to a kind of device of controlling the tunnel pucking, especially a kind of shed shoring roadway floor control device.
Background technology
Shed shoring is a kind of support form that generally adopts in the coal mine roadway, shed shoring can effectively support back and two and help, and control is crushed and two helped to shift near, but base plate often is in the non-support state, along with the transfer and the adjustment of roadway surrounding rock stress, be easy to take place strong pucking.
At present, the major technique means of control tunnel pucking have the full section supporting of base plate anchor shaft anchor cable, floor grouting, concrete arch and arc plate.Complex procedures when adopting the full section supporting of concrete arch and arc plate, engineering quantity are big, and The field is less.When construction baseboard anchor cable or floor grouting, the base plate control measure are separated with helping the top supporting measure, and are also not good enough to the base plate regulation effect.
The utility model content
In order to overcome the problem that pucking takes place easily in existing supporting tunnel, the utility model provides a kind of shed shoring roadway floor control device, this control device can form the supporting of base plate control measure unit-frame canopy unified whole, improves the bottom slab stress state, effectively controls pucking.
The technical scheme that its technical problem that solves the utility model adopts is: on the base plate of shed shoring bottom, withstand between the canopy leg, be provided with crossbeam, crossbeam and base plate have boring downwards, the upper end revealed section of anchor pole is equipped with pallet, nut successively, and anchor pole is installed in the base plate by the hole of crossbeam, the lower end of anchor pole and resin explosive roll anchor connection, to combine with the anchorage zone of row's anchor pole by crossbeam, form whole sealing supporting and protection structure with shed shoring.
Crossbeam is channel-section steel, i iron or steel band, and the length of crossbeam equals the distance between the shed shoring canopy leg.Opening on the crossbeam is two to five, and pitch of holes equates.Anchor pole also can replace with anchor cable, also can replace with rigging to nut simultaneously.
During use, the crossbeam two ends of this device are against on the canopy leg of shed shoring, can be combined in one with adjacent anchor pole of row or anchor cable on the roadway floor, form supporting and protection structure.
The beneficial effects of the utility model are, this shed shoring roadway floor control device makes the anchorage zone of anchor pole or anchor cable link to each other, the supporting of base plate control measure unit-frame canopy is connected into an integral body, improve the floor rocks stress, become triaxial stress state by plane stress state, effectively control pucking.
Description of drawings
The utility model is described in further detail below in conjunction with drawings and Examples.
Fig. 1 is a cross-section structure principle schematic of the present utility model.
Among the figure, 1. nut, 2. pallet, 3. crossbeam, 4. canopy leg, 5. base plate, 6. anchor pole, 7. boring, 8. resin explosive roll.
The specific embodiment
In Fig. 1, on the base plate 5 of shed shoring bottom, withstand between the canopy leg 4, be provided with crossbeam 3, crossbeam 3 and base plate 5 have boring 7 downwards, and the upper end revealed section of anchor pole 6 is equipped with pallet 2, nut 1 successively, anchor pole 6 is installed in the base plate 5 by the hole of crossbeam 3, the lower end of anchor pole 6 and resin explosive roll 8 anchor connections will be combined with the anchorage zone of row's anchor pole 6 by crossbeam 3, form whole sealing supporting and protection structure with shed shoring.
In Fig. 1, described crossbeam 3 is channel-section steel, i iron or steel band, and the length of crossbeam 3 equals the distance between the shed shoring canopy leg 4.
In Fig. 1, the opening on the described crossbeam 3 is two to five, and pitch of holes equates.
In Fig. 1, described anchor pole 6 also can replace with anchor cable, simultaneously nut 1 is replaced with rigging.
During use, crossbeam 3 two ends of this device are against on the canopy leg 4 of shed shoring, can be combined in one with adjacent anchor pole 6 of row or anchor cable on the roadway floor 5, form supporting and protection structure.
Claims (3)
1. shed shoring roadway floor control device, it is characterized in that: on the base plate (5) of shed shoring bottom, withstand between the canopy leg (4), be provided with crossbeam (3), crossbeam (3) and base plate (5) have boring (7) downwards, the upper end revealed section of anchor pole (6) is equipped with pallet (2) successively, nut (1), anchor pole (6) is installed in the base plate (5) by the hole of crossbeam (3), the lower end of anchor pole (6) and resin explosive roll (8) anchor connection, to combine with the anchorage zone of row's anchor pole (6) by crossbeam (3), form whole sealing supporting and protection structure with shed shoring.
2. a kind of shed shoring roadway floor control device according to claim 1; It is characterized in that: described crossbeam (3) is channel-section steel, i iron or steel band, and the length of crossbeam (3) equals the distance between the shed shoring canopy leg (4), and the opening on the crossbeam (3) is two to five, and pitch of holes equates.
3. a kind of shed shoring roadway floor control device according to claim 1; It is characterized in that: anchor pole (6) also can replace with anchor cable, simultaneously nut (1) is replaced with rigging.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201944708U CN202064983U (en) | 2011-06-03 | 2011-06-03 | Control device for bottom plate of roadway with erecting shed support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201944708U CN202064983U (en) | 2011-06-03 | 2011-06-03 | Control device for bottom plate of roadway with erecting shed support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202064983U true CN202064983U (en) | 2011-12-07 |
Family
ID=45058851
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011201944708U Expired - Fee Related CN202064983U (en) | 2011-06-03 | 2011-06-03 | Control device for bottom plate of roadway with erecting shed support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202064983U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102536282A (en) * | 2012-02-27 | 2012-07-04 | 西安科技大学 | Method for preventing and controlling bottom heaving disaster of mine stoping tunnel |
| CN102776899A (en) * | 2012-07-05 | 2012-11-14 | 上海市城市建设设计研究总院 | Anti-floating structure of shallow-buried shield tunnel |
| CN103244150A (en) * | 2013-05-24 | 2013-08-14 | 湖南科技大学 | Inverted-arch interlocked girder and construction method thereof |
| CN103321663A (en) * | 2013-02-28 | 2013-09-25 | 新汶矿业集团有限责任公司 | Roadway baseboard anchoring and top pouring type pre-stressed anchor cable strengthening device and construction method |
| CN103388481A (en) * | 2013-08-05 | 2013-11-13 | 中国矿业大学 | Combined prefabricated slab for governing floor heave and method for governing floor heave |
| CN105781592A (en) * | 2015-12-24 | 2016-07-20 | 山东科技大学 | Reinforcing treatment technique for combined pile foundation groups of bottom slab of deep large underground chamber |
| CN106907170A (en) * | 2017-04-29 | 2017-06-30 | 陕西省建筑职工大学 | A kind of roadway floor supporting construction and construction method |
| CN109707429A (en) * | 2019-03-07 | 2019-05-03 | 河南理工大学 | A kind of inclined shaft is used to press anti-down combined bracket |
| CN115126514A (en) * | 2022-08-31 | 2022-09-30 | 中国矿业大学 | Roadway support device and method based on underground non-hard bottom plate of coal mine |
-
2011
- 2011-06-03 CN CN2011201944708U patent/CN202064983U/en not_active Expired - Fee Related
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102536282B (en) * | 2012-02-27 | 2013-10-16 | 西安科技大学 | Method for preventing and controlling bottom heaving disaster of mine stoping tunnel |
| CN102536282A (en) * | 2012-02-27 | 2012-07-04 | 西安科技大学 | Method for preventing and controlling bottom heaving disaster of mine stoping tunnel |
| CN102776899A (en) * | 2012-07-05 | 2012-11-14 | 上海市城市建设设计研究总院 | Anti-floating structure of shallow-buried shield tunnel |
| CN102776899B (en) * | 2012-07-05 | 2014-05-14 | 上海市城市建设设计研究总院 | Anti-floating structure of shallow-buried shield tunnel |
| CN103321663A (en) * | 2013-02-28 | 2013-09-25 | 新汶矿业集团有限责任公司 | Roadway baseboard anchoring and top pouring type pre-stressed anchor cable strengthening device and construction method |
| CN103244150A (en) * | 2013-05-24 | 2013-08-14 | 湖南科技大学 | Inverted-arch interlocked girder and construction method thereof |
| CN103388481A (en) * | 2013-08-05 | 2013-11-13 | 中国矿业大学 | Combined prefabricated slab for governing floor heave and method for governing floor heave |
| CN105781592A (en) * | 2015-12-24 | 2016-07-20 | 山东科技大学 | Reinforcing treatment technique for combined pile foundation groups of bottom slab of deep large underground chamber |
| CN106907170A (en) * | 2017-04-29 | 2017-06-30 | 陕西省建筑职工大学 | A kind of roadway floor supporting construction and construction method |
| CN106907170B (en) * | 2017-04-29 | 2023-03-03 | 陕西省建筑职工大学 | Roadway bottom plate supporting structure and construction method |
| CN109707429A (en) * | 2019-03-07 | 2019-05-03 | 河南理工大学 | A kind of inclined shaft is used to press anti-down combined bracket |
| CN109707429B (en) * | 2019-03-07 | 2023-09-26 | 河南理工大学 | Tilting roadway is used for pressing and prevents falling joint support |
| CN115126514A (en) * | 2022-08-31 | 2022-09-30 | 中国矿业大学 | Roadway support device and method based on underground non-hard bottom plate of coal mine |
| CN115126514B (en) * | 2022-08-31 | 2022-11-11 | 中国矿业大学 | Roadway support device and method based on underground non-hard bottom plate of coal mine |
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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: 20111207 Termination date: 20150603 |
|
| EXPY | Termination of patent right or utility model |