CN203924070U - Intubate grouting pile device after drilling & grouting piling concrete - Google Patents
Intubate grouting pile device after drilling & grouting piling concrete Download PDFInfo
- Publication number
- CN203924070U CN203924070U CN201420386791.1U CN201420386791U CN203924070U CN 203924070 U CN203924070 U CN 203924070U CN 201420386791 U CN201420386791 U CN 201420386791U CN 203924070 U CN203924070 U CN 203924070U
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- Prior art keywords
- grouting
- vibrator
- mobile jib
- intubate
- drilling
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- 238000005553 drilling Methods 0.000 title claims abstract description 17
- 230000005540 biological transmission Effects 0.000 claims abstract description 13
- 239000000203 mixture Substances 0.000 claims abstract description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 14
- 239000000463 material Substances 0.000 abstract description 5
- 238000000034 method Methods 0.000 description 6
- 238000007569 slipcasting Methods 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 238000010586 diagram Methods 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000003672 processing method Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 125000006850 spacer group Chemical group 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 239000002390 adhesive tape Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model relates to intubate grouting pile device after a kind of drilling & grouting piling concrete.In prior art, by inserting and can not meet design requirement completely after manpower, poor reliability, is difficult to the shortcomings such as popularization, seldom uses so far.Intubate grouting pile device after drilling & grouting piling concrete, its composition comprises: mobile jib, on described mobile jib, there is lifting wire rope, described lifting wire rope is connected with vibrator, described vibrator lower end is connected with tool-type power transmission rod member, described tool-type power transmission rod member lower end has spherical guide way, on described mobile jib, there is the strong point, described strong point lower end has vibrator track, on described vibrator track, there is sliding support, there is fixed support described vibrator lower end, described sliding support, described fixed support is connected with control guide pin bushing respectively, described control guide pin bushing front end has square hole.Simple in structure, convenient operation, speed of application is fast, and reliable in quality, nuisanceless is with low cost.The rear Intubaction device that uses tool-type, Grouting Pipe material has multiple choices, has good social benefit, is easy to promote.
Description
technical field:
the utility model relates to intubate grouting pile device after a kind of drilling & grouting piling concrete.
background technology:
construction market a kind of technique used is < < auger stem center pump-injecting concrete pile-forming after-inserted pipe grouting device > >, the patent No.: ZL 01 2 41171.X at present.The shortcoming of this device is: by inserting and can not meet design requirement completely after manpower, poor reliability, is difficult to the shortcomings such as popularization, seldom uses so far.There is in addition a kind of method to press in the claim of filling with stake grouting behind shaft or drift lining processing method and rearmounted Grouting Pipe device > > patent No. ZL 200710200046.8 these inventions thereof and have several shortcomings to be < < long auger: 1, limitation: described in the method claim 1 step 1: this postposition Grouting Pipe device and reinforcing cage link into an integrated entity, Grouting Pipe material requirements must be steel pipe, and slip casting steel pipe must be tied up, be welded on reinforcing cage.The length of current specifications regulation reinforcing cage is that stake is long by 2/3rds, Grouting Pipe just grows 1/3rd than reinforcing cage, increased span (L) value moment of flexure also strengthens thereupon, when lifting, slip casting steel pipe insufficient rigidity causes bending, there is no operability, if be equipped with crane, can increase considerably irrational cost; 2, irrational fastness: described in the method right 7 and 10: above-mentioned pile grouting pipe and stake side Grouting Pipe and the colligation of spacer bars circle or welding, taper pocketed thing is drawn and welded in the reinforcing cage lower end of reinforcing cage circumference in to center of circle bending.Due at the bottom of Grouting Pipe needs dynamic driving to arrive, need enough rigidity and fastnesses to realize, the measure that employing is welded on reinforcing cage solves, also set up pocketed reinforcing bar material reinforcement of weld, solve the problem of stake bottom 1/3rd insufficient rigidity, irrational increased welding material, artificial, equipment, etc. cost, attached workload is greater than groundwork amount; 3, triviality: described in the method claim 5: this device comprise be placed at least two pile grouting pipes in an end ring week, at least one pile side Grouting Pipe is welded on spacer bars circle and reveals all the details on reinforcing bar.Drilling & grouting piling concrete pile can construction diameter generally in 800mm, conventionally adopt a Grouting Pipe just can meet the demands, steel pipe of this invention cannot be located and be laid, so in order to meet smooth Laying injection pipe requirement, two slip casting steel pipes have been designed, cause the upper irrationality of design and wasted the unreasonable reinforcement cost that increased; 4, complexity: described in the method claim 1 step 7: cement paste is to go out from slip casting one way valve, in engineering practice, do not use one-way cock, in practice, practical operation is after the boring of Grouting Pipe bottom, directly with adhesive tape, to wrap injected hole just can meet slip casting requirement.
summary of the invention:
the purpose of this utility model is to be to provide intubate grouting pile device after a kind of drilling & grouting piling concrete.Solved < < auger stem center pump-injecting concrete pile-forming after-inserted pipe grouting device > >, the patent No.: ZL 01 2 41171.X concrete insert Grouting Pipe difficulty and < < long auger press fill with a grouting behind shaft or drift lining processing method and rearmounted Grouting Pipe device > > patent No. ZL 200710200046.8 Grouting Pipe thereof lay and make complexity, not easy to operate, cost is high, be difficult for the shortcomings such as popularization, be optimized on this basis design, the rear intubate slip casting new technology of new thought, its advantage is: simplify literary writing by leaving out superfluous words, Grouting Pipe material has multiple choices, reliable in quality, with low cost, increase social benefit, be convenient to promote.
above-mentioned object realizes by following technical scheme:
intubate grouting pile device after a kind of drilling & grouting piling concrete, its composition comprises: mobile jib, on described mobile jib, there is lifting wire rope, described lifting wire rope is connected with vibrator, described vibrator lower end is connected with tool-type power transmission rod member, described tool-type power transmission rod member lower end has spherical guide way, on described mobile jib, there is the strong point, described strong point lower end has vibrator track, on described vibrator track, there is sliding support, there is fixed support described vibrator lower end, described sliding support, described fixed support is connected with control guide pin bushing respectively, described control guide pin bushing front end has square hole.
intubate grouting pile device after described drilling & grouting piling concrete, it is characterized in that: there is hanging pipe port described spherical guide way lower end, described hanging pipe port is connected with Grouting Pipe, and described Grouting Pipe inside has reinforcing bar, in described Grouting Pipe, has injected hole.
intubate grouting pile device after described drilling & grouting piling concrete, described mobile jib is connected with pull bar by the strong point, and described pull bar is connected with base for supporting, and described base for supporting is connected with mobile jib lower end by the strong point.
the beneficial effects of the utility model:
after drilling & grouting piling concrete, intubate grouting pile device hangs over Grouting Pipe on the Grouting Pipe port of tool-type dowel bar lower end exactly, by Grouting Pipe send into design soil layer after puller formula dowel bar.Because object is sent into directly, separately can reusing of easy and simple to handle, tool-type power transmission rod member, operation independent operation does not relate to the reinforcement cost problem of reinforcing cage.
accompanying drawing explanation:
accompanying drawing 1 is intubate grouting pile apparatus structure schematic diagram after drilling & grouting piling concrete.In figure: the compositions such as lifting wire rope 1, vibrator 2, tool-type power transmission rod member 3, spherical guide way 4, extension Grouting Pipe port 5, solid shape reinforcing bar 6, Grouting Pipe 7, injected hole 8, sliding support 9, fixed support 10, control guide pin bushing square hole 11, vibrator slideway 12, the strong point 13, column 14, and lifting wire rope 1 is all placed in column 14 1 sides to the strong point 13.
accompanying drawing 2 is A-A sliding support and control guide sleeve structure schematic diagram.
accompanying drawing 3 is B-B fixed support and control guide sleeve structure schematic diagram.
accompanying drawing 4 is structural representations of Grouting Pipe.
the specific embodiment:
embodiment 1:
intubate grouting pile device after drilling & grouting piling concrete, its composition comprises: mobile jib, on described mobile jib, there is lifting wire rope, described lifting wire rope is connected with vibrator, described vibrator lower end is connected with tool-type power transmission rod member, described tool-type power transmission rod member lower end has spherical guide way, on described mobile jib, there is the strong point, described strong point lower end has vibrator track, on described vibrator track, there is sliding support, there is fixed support described vibrator lower end, described sliding support, described fixed support is connected with control guide pin bushing respectively, described control guide pin bushing front end has square hole.
after drilling & grouting piling concrete, intubate grouting pile device is tool-type power transmission rod member, laid after Grouting Pipe and extracted and reuse, [0013] lifting wire rope 1 is connected with vibrator 2, vibrator 2 is connected with tool-type power transmission rod member 3 below, tool-type power transmission rod member 3 lower ends are provided with spherical guide way 4, spherical guide way 4 lower ends and are provided with the solid shape reinforcing bar 6 of hanging Grouting Pipe port 5 and Grouting Pipe 7 and hang mutually, and Grouting Pipe 7 is provided with injected hole 8.
so due to some rig fulcrum more than 13 can not arrange vibrator slideway 12 tool-type dowel bars 3 can arrange square type cross section controlling party to, the control guide pin bushing 11 of corresponding matching used sliding support 9 and fixed support 10 also should be designed to be greater than the square type guide pin bushing of tool-type dowel bar 3, reaches controlling party to making vibrator 2 not revolvable object in working order.
Claims (3)
1. intubate grouting pile device after a drilling & grouting piling concrete, its composition comprises: mobile jib, it is characterized in that: on described mobile jib, there is lifting wire rope, described lifting wire rope is connected with vibrator, described vibrator lower end is connected with tool-type power transmission rod member, described tool-type power transmission rod member lower end has spherical guide way, on described mobile jib, there is the strong point, described strong point lower end has vibrator track, on described vibrator track, there is sliding support, there is fixed support described vibrator lower end, described sliding support, described fixed support is connected with control guide pin bushing respectively, described control guide pin bushing front end has square hole.
2. intubate grouting pile device after drilling & grouting piling concrete according to claim 1, it is characterized in that: there is hanging pipe port described spherical guide way lower end, described hanging pipe port is connected with Grouting Pipe, and described Grouting Pipe inside has reinforcing bar, in described Grouting Pipe, has injected hole.
3. intubate grouting pile device after drilling & grouting piling concrete according to claim 1 and 2, it is characterized in that: described mobile jib is connected with pull bar by the strong point, described pull bar is connected with base for supporting, and described base for supporting is connected with mobile jib lower end by the strong point.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420386791.1U CN203924070U (en) | 2014-07-14 | 2014-07-14 | Intubate grouting pile device after drilling & grouting piling concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420386791.1U CN203924070U (en) | 2014-07-14 | 2014-07-14 | Intubate grouting pile device after drilling & grouting piling concrete |
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| Publication Number | Publication Date |
|---|---|
| CN203924070U true CN203924070U (en) | 2014-11-05 |
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| CN201420386791.1U Active CN203924070U (en) | 2014-07-14 | 2014-07-14 | Intubate grouting pile device after drilling & grouting piling concrete |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104088284A (en) * | 2014-07-14 | 2014-10-08 | 曹兴明 | Drilling pressure grouting concrete rear inserting pipe grouting pile method and device |
| CN115012288A (en) * | 2022-07-08 | 2022-09-06 | 杨夏青 | Highway subgrade maintenance road surface cementation of fissures device |
-
2014
- 2014-07-14 CN CN201420386791.1U patent/CN203924070U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104088284A (en) * | 2014-07-14 | 2014-10-08 | 曹兴明 | Drilling pressure grouting concrete rear inserting pipe grouting pile method and device |
| CN115012288A (en) * | 2022-07-08 | 2022-09-06 | 杨夏青 | Highway subgrade maintenance road surface cementation of fissures device |
| CN115012288B (en) * | 2022-07-08 | 2024-05-03 | 杨夏青 | Highway subgrade maintenance road surface cementation of fissures device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20160217 Address after: 150000 Xiangfang City, Heilongjiang province (formerly Power District) Chaoyang town Ping'an Village Patentee after: HEILONGJIANG HUAYAN PILING TECHNOLOGY R & D CO., LTD. Address before: Xiangfang District of Heilongjiang city in Harbin province 150046 three road Ledong District No. 301-4 Garden Patentee before: Cao Xingming |