CN104790391A - Protective cylinder device for long spiral drilling machine - Google Patents
Protective cylinder device for long spiral drilling machine Download PDFInfo
- Publication number
- CN104790391A CN104790391A CN201510116199.9A CN201510116199A CN104790391A CN 104790391 A CN104790391 A CN 104790391A CN 201510116199 A CN201510116199 A CN 201510116199A CN 104790391 A CN104790391 A CN 104790391A
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- CN
- China
- Prior art keywords
- casing
- drilling machine
- centralizer
- long
- spiral drilling
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- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/66—Mould-pipes or other moulds
- E02D5/68—Mould-pipes or other moulds for making bulkheads or elements thereof
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0038—Production methods using an auger, i.e. continuous flight type
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Earth Drilling (AREA)
Abstract
A protective cylinder device for a long spiral drilling machine comprises pulleys, slide ways, enclasping defenders, fixing plates, a support plate, lug plates and a protective cylinder connection centering device. The device is characterized in that a pulley block is formed by the pulleys arranged on a long spiral drilling machine tower pole and the pulleys arranged on the protective cylinder connection centering device, and the protective cylinder connection centering device is controlled to move vertically; the support plate is fixed onto the tower pole through the enclasping defenders, the fixing plates and connecting ribs; the protective cylinder connection centering device is connected with the lug plates through the support plate, and a protective cylinder is fixed in the pile casing connection centering device through protective cylinder fixing pins. By means of the device, wall protection can be conducted on soil body of vacant hole part in the drilling process of the long spiral drilling machine, thereby concrete perfusion amount is reduced, or hole collapse is avoided, or residual soil bodies are prevented from entering pile body concrete, it is avoided that the pile-forming quality is reduced, and meanwhile the long spiral drilling centering degree, the perpendicularity and the construction safety degree can be improved.
Description
Technical field
The present invention relates to a kind of technique device of novel casing, in particular a kind of rig casing device, be applicable to there is emptying aperture on long screw auger drilling deposited pile stake top operating mode to ground.
Background technology
In pile foundation, long screw auger drilling deposited pile technique does not limit by groundwater table due to the Superfluid state concrete of its pumping, and friction factor is low, aggregate good dispersion, not easily produces the feature of segregation, in addition its pore-forming one machine once complete, easy and simple to handle; Low noise, friction, construction cost is relative moderate compared with other construction methods.Within 2005, be classified as one of ten large disseminate technologies by the Ministry of Construction.Be developed so far, long screw auger drilling deposited pile technique is widely applied at pile foundation engineering, and so along with construction demand constantly changes, many areas use long auger technique to need to carry out emptying aperture construction (non-natural ground, stake top).And this construction method exists following drawback, filling concrete will certainly be wasted concrete to ground; And not by filling concrete to ground, then stake top is to the easy collapse hole of above ground portion, affects pile quality.
Summary of the invention
A kind of casing device is the object of the present invention is to provide to carry out retaining wall to the emptying aperture part soil body in long auger process, thus reduce filling concrete amount or avoid collapse hole or the residual soil body to enter pile concrete, be lowered into quality of pile, can improve simultaneously long auger in and verticality and construction safety degree.
The object of the invention is by realize with lower device, long-spiral drilling machine casing device, comprise pulley, slideway, axis tile, fixed head, gripper shoe, otic placode, casing connection centralizer, it is characterized in that: the pulley that long-spiral drilling machine tower bar is arranged is connected the pulley that centralizer is arranged and forms assembly pulley with casing, control casing connection centralizer and move up and down; Gripper shoe is fixed on tower bar by axis tile, fixed head, dowel; Casing is connected centralizer and is connected by otic placode with gripper shoe, and casing is fixed on casing by casing steady pin and connects in centralizer.
As preferred scheme, long-spiral drilling machine tower bar arranges inverted trapezoidal crossbeam, the distribution of two ends, crossbeam left and right arranges 1 pulley.
As preferred scheme, the thick 300 ~ 400mm of inverted trapezoidal crossbeam, top margin long 1000 ~ 1500mm, bottom side length 2000 ~ 3000mm, high 500 ~ 700mm, diameter of pulley 200 ~ 300mm.
As preferred scheme, on long-spiral drilling machine tower bar, left and right arranges twice slideway, and casing is connected centralizer and is connected with tower bar slideway by both sides axis tile.
As preferred scheme, casing connects centralizer to be fixed by casing steady pin and casing.
As preferred scheme, above casing connection centralizer, corner arranges 4 otic placodes, arranges 2 pulleys, with moving up and down of tower bar upper cross-beam end pulley co-controlling casing centralizer in the middle of the casing centralizer left and right sides.
As preferred scheme, casing connects centralizer and gripper shoe and is connected the rear side otic placode of centralizer by casing and junction plate is fixed.
As preferred scheme, junction plate both sides connect casing and connect on rear side of centralizer and gripper shoe bottom otic placode, and be that rectangle is shaft-like in the middle part of junction plate, length is 900 ~ 1100mm.
As preferred scheme, gripper shoe is fixed on tower bar slideway by axis tile, fixed head, dowel.
Long-spiral drilling machine, starts boring, increases with drilling depth, and casing device controls casing and declines, until specified altitude assignment, makes a casing end face segment distance above ground level, plays retaining wall effect.
The present invention can carry out retaining wall to the emptying aperture part soil body in long auger boring procedure, thus reduce filling concrete amount or avoid collapse hole or the residual soil body to enter pile concrete, be lowered into quality of pile, can improve simultaneously long auger in and verticality and construction safety degree.
Accompanying drawing explanation
Fig. 1 is casing device connection diagram.
Fig. 2 is the overall top view of casing device.
Fig. 3 is casing apparatus structure schematic diagram.
Fig. 4 is casing top partial view diagram.
Accompanying drawing number title: 1. tower bar pulley, 2. axis tile, 3. dowel, 4. fixed head, 5. gripper shoe, 6. otic placode, 7. junction plate, 8. casing connect centralizer, 9. casing steady pin, 10. casing and connect centralizer pulley, 11. casings, 12. tower bars, 13. slideways.
Detailed description of the invention
Below in conjunction with drawings and Examples, the invention will be further described.
It comprises tower bar pulley 1 and connects casing connection centralizer 8 as shown in the figure, control its lifting, gripper shoe 5 by axis tile 2, dowel 3, fixed head 4, be connected on long-spiral drilling machine tower bar, gripper shoe 5 is connected by 2 groups of otic placodes 6 with casing centering connector 8, and casing 11 is fixed on casing by casing steady pin 9 and connects in centralizer.
Long-spiral drilling machine boring starts, increase with drilling depth, to be connected centering connector pulley 10 with casing by tower bar pulley 1 and to control casing centering connector 8 and casing 11 declines, casing is fixed on casing connection centralizer 8 by casing steady pin 9, until designated depth, casing plays retaining wall effect.When boring completes, concrete perfusion completes, and takes off casing steady pin 9, removes rig, uses soil sampler, takes the residual soil body in emptying aperture part casing away.Anti-plug reinforcing cage afterwards, after reinforcing cage has been transferred, is fixed on casing by casing 11 by casing steady pin 9 and connects on centralizer 8, be connected centralizer pulley 10 by tower bar pulley 1 with casing, promote casing 11, to ground, complete whole work progress.
Claims (9)
1. a long-spiral drilling machine casing device, comprise pulley, slideway, axis tile, fixed head, gripper shoe, otic placode, casing connection centralizer, it is characterized in that: the pulley that long-spiral drilling machine tower bar is arranged is connected the pulley that centralizer is arranged and forms assembly pulley with casing, control casing connection centralizer and move up and down; Gripper shoe is fixed on tower bar by axis tile, fixed head, dowel; Casing is connected centralizer and is connected by otic placode with gripper shoe, and casing is fixed on casing by casing steady pin and connects in centralizer.
2. long-spiral drilling machine casing device according to claim 1, is characterized in that: long-spiral drilling machine tower bar arranges inverted trapezoidal crossbeam, and the distribution of two ends, crossbeam left and right arranges 1 pulley.
3. long-spiral drilling machine casing device according to claim 2, is characterized in that: the thick 300 ~ 400mm of described inverted trapezoidal crossbeam, top margin long 1000 ~ 1500mm, bottom side length 2000 ~ 3000mm, high 500 ~ 700mm, diameter of pulley 200 ~ 300mm.
4. long-spiral drilling machine casing device according to claim 1, is characterized in that: on long-spiral drilling machine tower bar, left and right arranges twice slideway, and casing is connected centralizer and is connected with tower bar slideway by both sides axis tile.
5. long-spiral drilling machine casing device according to claim 4, is characterized in that: casing connects centralizer to be fixed by casing steady pin and casing.
6. long-spiral drilling machine casing device according to claim 4, it is characterized in that: above casing connection centralizer, corner arranges 4 otic placodes, in the middle of the casing centralizer left and right sides, 2 pulleys are set, with moving up and down of tower bar upper cross-beam end pulley co-controlling casing centralizer.
7. long-spiral drilling machine casing device according to claim 1, is characterized in that: casing connects centralizer and gripper shoe and is connected the rear side otic placode of centralizer by casing and junction plate is fixed.
8. long-spiral drilling machine casing device according to claim 7, is characterized in that: junction plate both sides connect casing and connect on rear side of centralizer and gripper shoe bottom otic placode, and be that rectangle is shaft-like in the middle part of junction plate, length is 900 ~ 1100mm.
9. long-spiral drilling machine casing device according to claim 7, is characterized in that: gripper shoe is fixed on tower bar slideway by axis tile, fixed head, dowel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510116199.9A CN104790391B (en) | 2015-03-18 | 2015-03-18 | A kind of long-spiral drilling machine casing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510116199.9A CN104790391B (en) | 2015-03-18 | 2015-03-18 | A kind of long-spiral drilling machine casing device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104790391A true CN104790391A (en) | 2015-07-22 |
| CN104790391B CN104790391B (en) | 2017-03-01 |
Family
ID=53555546
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510116199.9A Active CN104790391B (en) | 2015-03-18 | 2015-03-18 | A kind of long-spiral drilling machine casing device |
Country Status (1)
| Country | Link |
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| CN (1) | CN104790391B (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE10027944A1 (en) * | 2000-06-08 | 2002-01-03 | Weitz & Co Gmbh | Method to set esp. trench sheeting in ground with esp. bentonite suspension fed into bore hole before sheeting is introduced |
| CN1648353A (en) * | 2004-01-19 | 2005-08-03 | 北京市机械施工公司 | Concrete transplanting steel bar cage pile forming technical method of long screw hole drilling and center pump pressure |
| CN101634146A (en) * | 2008-07-24 | 2010-01-27 | 邢利奥 | Manually digging hole full-steel cylinder-wall protecting construction device for building pile foundation and construction method thereof |
| CN104074186A (en) * | 2014-07-22 | 2014-10-01 | 王继忠 | Pile casing device for hole formation in building foundation and construction method of building foundation |
| CN204510208U (en) * | 2015-03-18 | 2015-07-29 | 北京中岩大地工程技术有限公司 | A kind of long-spiral drilling machine casing device |
-
2015
- 2015-03-18 CN CN201510116199.9A patent/CN104790391B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE10027944A1 (en) * | 2000-06-08 | 2002-01-03 | Weitz & Co Gmbh | Method to set esp. trench sheeting in ground with esp. bentonite suspension fed into bore hole before sheeting is introduced |
| CN1648353A (en) * | 2004-01-19 | 2005-08-03 | 北京市机械施工公司 | Concrete transplanting steel bar cage pile forming technical method of long screw hole drilling and center pump pressure |
| CN101634146A (en) * | 2008-07-24 | 2010-01-27 | 邢利奥 | Manually digging hole full-steel cylinder-wall protecting construction device for building pile foundation and construction method thereof |
| CN104074186A (en) * | 2014-07-22 | 2014-10-01 | 王继忠 | Pile casing device for hole formation in building foundation and construction method of building foundation |
| CN204510208U (en) * | 2015-03-18 | 2015-07-29 | 北京中岩大地工程技术有限公司 | A kind of long-spiral drilling machine casing device |
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| Publication number | Publication date |
|---|---|
| CN104790391B (en) | 2017-03-01 |
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Address after: 100041 Shijingshan District City, apple Park Avenue, No., building, Jing Jing, layer 12, 2 Applicant after: BEIJING ZHONGYAN DADI TECHNOLOGY CO., LTD. Address before: 100041 Shijingshan District City, apple Park Avenue, No., building, Jing Jing, layer 12, 2 Applicant before: Beijing Zhongyan Dadi Engineering Technology Co., Ltd. |
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