CN106032669A - Pile foundation casing embedding and pile pole drilling all-in-one machine - Google Patents
Pile foundation casing embedding and pile pole drilling all-in-one machine Download PDFInfo
- Publication number
- CN106032669A CN106032669A CN201510118907.2A CN201510118907A CN106032669A CN 106032669 A CN106032669 A CN 106032669A CN 201510118907 A CN201510118907 A CN 201510118907A CN 106032669 A CN106032669 A CN 106032669A
- Authority
- CN
- China
- Prior art keywords
- casing
- shield
- pile foundation
- tube embedment
- stake holes
- 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.)
- Granted
Links
Abstract
The invention relates to a pile foundation casing embedding and pile pole drilling all-in-one machine. The machine comprises a bearing system, a drilling system, a casing embedding system and a guide tube lifting system; the drilling system comprises an air compressing machine set, a drill rod device, a revolving device and a drill bit; the casing embedding system comprises a casing and a casing connector; the casing comprises an inner wall and an outer wall; the casing connector is connected with the casing through a circumferential screw thread; the casing embedding drill rod is installed between the drill rod and the casing connector; the lower part of the casing embedding drill rod is connected with the casing connector; the casing has a double-wall hollow structure; the casing connector has a double-wall hollow structure; the guide tube lifting system comprises a hoist and a guide tube carrying steel bar concrete; the hoist is connected with the guide tube through wire ropes. The invention provides a pile foundation casing embedding and pile pole drilling all-in-one machine and solves the technical problems that hole collapse may occur during soft ground pile foundation drilling, and embedded casing is too long and cannot be pulled out so that material is wasted.
Description
Technical field
The present invention relates to a kind of pile foundation shield-tube embedment being applied to building pile foundation engineering device field and creep into all-in-one with stake holes.
Background technology
During building pile foundation engineering construction, often to carry out under different geological conditions.When running into soft geology, if this geological stratification is thicker, in boring procedure or after pore-forming, collapse hole phenomenon often occurs.The problem collapsed to solve stake holes to collapse, building pile foundation construction uses holing with slurry wall protection or tiretube process boring to construct.But the problem that holing with slurry wall protection or tiretube process drilling construction all exist self, specifically: during holing with slurry wall protection, substantial amounts of discarded slurry can be produced, not only pollute construction site, also surrounding can be affected, meanwhile, cleaning discarded slurry or administer the work such as contaminated environment and can cause again the increase of construction cost；During tiretube process boring, sleeve pipe is pressed in stratum by many employing machinerys, and in the easy off normal of process of press in middle sleeve, inclination, and the length of press-in sleeve pipe can not be long, and general 4-6m is advisable, time oversize, and press-in difficulty, and be not drawn out easily, will also result in the waste of sleeve pipe.
Therefore, for at mud, the most miscellaneous bury fast drilling pore-forming in the soft geology layers such as soil layer, silt, sand, clay or a small amount of gravel soil, during building pile foundation construction, it is required for loose and soft surrounding rock to develop one and be able to ensure that hole quality, avoid collapse hole, the most do not pollute construction site, the construction machinery of engineering-environment and construction method simultaneously.
Summary of the invention
It is an advantage of the invention to provide a kind of pile foundation shield-tube embedment and creep into all-in-one with stake holes, solve all kinds of soft geology pile foundation boring and there is the risk of collapse hole and shield-tube embedment is long, it is impossible to extract waste material technical problem.
The above-mentioned purpose of the present invention and other purposes solve by the following technical programs:
nullThe present invention provides a kind of pile foundation shield-tube embedment to creep into all-in-one with stake holes，Including bearing system、Drilling system，Described bearing system includes base plate、Column，Described drilling system includes air-compressor set、Boring rod set、Revolving gear、Drill bit，Described air-compressor set includes air compressor machine、Air accumulator，Described air compressor machine、Air accumulator is connected with the top of described boring rod set by pipeline，Described boring rod set includes drilling rod of holing、Shield-tube embedment drilling rod，It is characterized in that，Also include shield-tube embedment system、Conduit promotes system，Described shield-tube embedment system includes casing、Casing union joint，Described casing includes inwall、Outer wall，Described casing union joint is connected with described casing by hoop screw thread，Described conduit promotes system and includes hoist engine、It is mounted with the conduit of armored concrete，Described hoist engine is connected with described conduit by steel wire rope，Wherein:
Described shield-tube embedment drilling rod is arranged between described boring drilling rod and described casing union joint；
The bottom of described shield-tube embedment drilling rod is connected with described casing union joint；
Described casing is two-wall hollow structure, is provided with connection rib between described casing double-walled；
Described casing union joint and described casing junction are correspondingly arranged on interior tapered screw thread, and described casing union joint is both arms hollow structure.
A kind of pile foundation shield-tube embedment that the present invention provides and stake holes creep into all-in-one, it is preferable that described casing is merogenesis structure, and first joint casing bottom is provided with cutting shoe, and middle casing upper and lower is respectively equipped with the hoop screw thread cooperated.
A kind of pile foundation shield-tube embedment that the present invention provides and stake holes creep into all-in-one, it is preferable that the inwall of described shield-tube embedment drilling rod is provided with high-pressure blast hidden pipe, and described high-pressure blast hidden pipe is connected with described casing union joint by connecting tube.
A kind of pile foundation shield-tube embedment that the present invention provides and stake holes creep into all-in-one, it is preferable that the outer wall of described first joint casing is provided with steam vent.
A kind of pile foundation shield-tube embedment that the present invention provides and stake holes creep into all-in-one, it is preferable that the top of described casing union joint links with described shield-tube embedment drilling rod moveable hinge.
A kind of pile foundation shield-tube embedment that the present invention provides and stake holes creep into all-in-one, it is preferable that described boring drilling rod links with described drill bit moveable hinge.
A kind of pile foundation shield-tube embedment that the present invention provides and stake holes creep into all-in-one, it is preferable that described revolving gear is fixed on described column by guide rail.
A kind of pile foundation shield-tube embedment that the present invention provides and stake holes creep into all-in-one, it is preferable that described steel wire rope is connected with described conduit by the fixed pulley being fixed on described column.
A kind of pile foundation shield-tube embedment that the present invention provides and stake holes creep into all-in-one, it is preferable that described air-compressor set is fixed on described base plate, and described hoist engine is fixed on described base plate.
A kind of pile foundation shield-tube embedment that the present invention provides and stake holes creep into all-in-one, it is preferable that the bottom of described base plate is provided with mobile crawler belt.
Advantages of the present invention and having the beneficial effects that:
1. a kind of pile foundation shield-tube embedment that the present invention provides creeps into all-in-one with stake holes, and the boring method making soft geology layer pile foundation construction use full casing to follow up when holing solves collapse hole problem, and Completion of Drilling Hole speed is fast, work efficiency is high, low cost.
2. the present invention provides a kind of pile foundation shield-tube embedment and stake holes creep into all-in-one, it is to avoid during boring, mud off is to construction site, the pollution of engineering-environment.
3. a kind of pile foundation shield-tube embedment that the present invention provides creeps into all-in-one with stake holes, coordinates filling concrete operation, it is achieved that the recycling of conduit, not only contributes to the protection to environment, also correspondingly reduce construction cost.
Accompanying drawing explanation
Carry out the preferred embodiment of the present invention below in conjunction with the accompanying drawings describing in detail or preferably, wherein,
Fig. 1 is the structural representation of the present invention；
Fig. 2 is the structural representation that casing drilling rod connects casing union joint；
Fig. 3 is the structural representation that casing drilling rod connects drill bit；
Fig. 4 is casing structure schematic diagram；
Fig. 5 is boring rod set structural representation；
Base plate-1, column-2, boring rod set-3, boring drilling rod-31, shield-tube embedment drilling rod-32, revolving gear-4, drill bit-5, air compressor machine-6, air accumulator-7, casing-8, inwall-81, outer wall-82, casing union joint-9, hoop screw thread-10, hoist engine-11, fixed pulley-12, mobile crawler belt-13.
Detailed description of the invention
According to technical scheme, in the case of the connotation not changing the present invention, those of ordinary skill in the art can propose multiple frame modes of the present invention.Therefore technical scheme is simply illustrated by detailed description below and accompanying drawing, and is not to be construed as the whole of the present invention or is considered as defining or limiting technical solution of the present invention.
With reference to accompanying drawing 1-4, the present invention provides a kind of pile foundation shield-tube embedment to creep into all-in-one with stake holes, including bearing system, drilling system, shield-tube embedment system, conduit promotes system, described bearing system includes base plate 1, column 2, described drilling system includes air-compressor set, boring rod set 3, revolving gear 4, drill bit 5, described air-compressor set includes air compressor machine 6, air accumulator 7, described air-compressor set is fixed on described base plate 1, described air compressor machine 6, air accumulator 7 is connected with the top of described boring rod set 3 by pipeline, described revolving gear 4 is fixed on described column 2 by guide rail, described boring rod set 3 includes drilling rod 31 of holing, shield-tube embedment drilling rod 32, described boring drilling rod 31 links with described drill bit 5 moveable hinge, convenient dismounting.
Described shield-tube embedment system includes that casing 8, casing union joint 9, described casing 8 include that inwall 81, outer wall 82, described casing union joint 9 are connected with described casing 8 by hoop screw thread 10, and the outer wall of described first joint casing 8 is provided with steam vent.
Described shield-tube embedment drilling rod arranges 32 between described boring drilling rod 31 and described casing union joint 9, and the inwall of described shield-tube embedment drilling rod 32 is provided with high-pressure blast hidden pipe, and described high-pressure blast hidden pipe is connected with described casing union joint 9 by connecting tube.High-pressure blast enters the hollow layer of described casing 8 from the high-pressure blast hidden pipe of described shield-tube embedment drilling rod 32, discharges from the steam vent of casing 8 outer wall, forms air curtain.
Described conduit promotes system and includes hoist engine 11, is mounted with the conduit of armored concrete, described hoist engine 11 is fixed on described base plate 1, described hoist engine 11 is connected with described conduit by steel wire rope, it is exactly specifically that described steel wire rope is connected with described conduit by the fixed pulley 12 being fixed on described column 2, coordinate filling concrete operation, it is achieved conduit extract work.
The bottom of described shield-tube embedment drilling rod 32 is connected with described casing union joint 9, and the top of described casing union joint 9 links with described shield-tube embedment drilling rod 32 moveable hinge.The casing union joint 9 of different size can be made as required, be correspondingly furnished with the drill bit 5 of multiple different-diameter, model, to adapt to different construction environments.
Described casing 8 is two-wall hollow structure, being provided with connection rib between described casing 8 double-walled, described casing 8 is merogenesis structure, and first joint casing 8 bottom is provided with cutting shoe, top is provided with hoop screw thread 10, and middle casing 8 upper and lower is respectively equipped with the hoop screw thread 10 cooperated.
Described casing union joint 9 is correspondingly arranged on interior tapered screw thread with described casing 8 junction, and described casing union joint 9 is both arms hollow structure, and the structure of described casing union joint 9 is corresponding with the structure of described casing 8.
Preferably, the bottom of described base plate 1 is provided with mobile crawler belt 13.Described mobile crawler belt 13 disclosure satisfy that a lot of complicated landform, enhances described pile foundation shield-tube embedment and stake holes and creeps into the adaptive capacity to environment of all-in-one.
A kind of pile foundation shield-tube embedment and the stake holes using the present invention to provide creeps into all-in-one when carrying out operation, is embodied in: before 1. using drill bit 5 perforate, pre-plugged casing 8, is connected with casing 8 by casing union joint 9.
2. opening air Compressor unit air feed, shield-tube embedment drilling rod 32 rotates simultaneously, makes casing 8 rotate underground of submerging.
3., after completing to bury a joint casing 8 underground, close air compressing device, rotate backward casing union joint 9, casing union joint 9 is unloaded, makes second section casing 8 be connected with casing union joint 9, the casing 8 that alignment has been installed, rotate forward second section casing 8, make upper and lower joint casing 8 be connected.
4. being again turned on air compressing device, shield-tube embedment drilling rod 32 rotates into downwards, buries second section casing 8 underground, is similar to this, buries more piece casing 8 underground.
When the most all casings 8 bury the degree of depth needed underground, close air compressing device, casing union joint 9 is unloaded, boring drilling rod 31 is connected with drill bit 5, start to creep into.
6. after being drilled into bottom casing 8, repeat the above steps 3 again, again bury casing 8, then repeat the above steps 4 underground, again hole, the most alternately, up through soft geology layer.
7., after pore-forming, irrigate underwater pile concrete, during concrete embedment 5-6m, start to rotate casing 8, withdrawing certain altitude, then, concrete perfusion is with withdrawing casing 8 alternately, until completing pile foundation, when extracting casing 8, it should conveying high-pressure wind coordinates the withdrawing of casing 8.
When pile foundation shield-tube embedment and the stake holes that the present invention provides creeps into all-in-one boring, can according to different stratum, taking flexibly first holes bury casing 8 afterwards underground or first bury casing 8 underground after the construction technology of boring.The pile foundation shield-tube embedment that the present invention provides and stake holes creep into all-in-one, solve the easy collapse hole of pile foundation boring and casing 8 buries problem long, that cannot extract waste material underground, it is adaptable to the pile foundation construction of all kinds of soft geologies.
Claims (10)
1. pile foundation shield-tube embedment and stake holes creep into an all-in-one, including bearing system, drilling system, described in hold
Loading system includes base plate (1), column (2), described drilling system include air-compressor set, boring rod set (3),
Revolving gear (4), drill bit (5), described air-compressor set includes air compressor machine (6), air accumulator (7), described sky
Press (6), air accumulator (7) are connected with the top of described boring rod set (3) by pipeline, and described drilling rod fills
Put (3) and include hole drilling rod (31), shield-tube embedment drilling rod (32), it is characterised in that also include shield-tube embedment
System, conduit promote system, and described shield-tube embedment system includes casing (8), casing union joint (9), described
Casing (8) includes inwall (81), outer wall (82), and described casing union joint (9) passes through hoop screw thread (10)
Being connected with described casing (8), described conduit promotes system and includes hoist engine (11), is mounted with armored concrete
Conduit, described hoist engine (11) is connected with described conduit, wherein by steel wire rope:
Described shield-tube embedment drilling rod (32) is arranged on described boring drilling rod (31) and described casing union joint
(9) between；
The bottom of described shield-tube embedment drilling rod (32) is connected with described casing union joint (9)；
Described casing (8) is two-wall hollow structure, is provided with connection rib between described casing (8) double-walled；
Described casing union joint (9) and described casing (8) junction are correspondingly arranged on interior tapered screw thread silk
Button, described casing union joint (9) is both arms hollow structure.
A kind of pile foundation shield-tube embedment the most according to claim 1 creeps into all-in-one with stake holes, it is characterised in that
Described casing (8) is merogenesis structure, and first joint casing (8) bottom is provided with cutting shoe, on middle casing (8)
Portion and bottom are respectively equipped with the hoop screw thread (10) cooperated.
A kind of pile foundation shield-tube embedment the most according to claim 2 creeps into all-in-one with stake holes, it is characterised in that
The inwall of described shield-tube embedment drilling rod (32) is provided with high-pressure blast hidden pipe, and described high-pressure blast hidden pipe passes through connecting tube
It is connected with described casing union joint (9).
A kind of pile foundation shield-tube embedment the most according to claim 3 creeps into all-in-one with stake holes, it is characterised in that
The outer wall of described first joint casing (8) is provided with steam vent.
A kind of pile foundation shield-tube embedment the most according to claim 1 creeps into all-in-one with stake holes, it is characterised in that
The top of described casing union joint (9) links with described shield-tube embedment drilling rod (32) moveable hinge.
A kind of pile foundation shield-tube embedment the most according to claim 1 creeps into all-in-one with stake holes, it is characterised in that
Described boring drilling rod (31) links with described drill bit (5) moveable hinge.
A kind of pile foundation shield-tube embedment the most according to claim 1 creeps into all-in-one with stake holes, it is characterised in that
Described revolving gear (4) is fixed on described column (2) by guide rail.
A kind of pile foundation shield-tube embedment the most according to claim 1 creeps into all-in-one with stake holes, it is characterised in that
Described steel wire rope is connected with described conduit by the fixed pulley (12) being fixed on described column (2).
A kind of pile foundation shield-tube embedment the most according to claim 1 creeps into all-in-one with stake holes, it is characterised in that
Described air-compressor set is fixed on described base plate (1), and described hoist engine (11) is fixed on described base plate (1)
On.
A kind of pile foundation shield-tube embedment the most according to claim 1 creeps into all-in-one with stake holes, and its feature exists
In, the bottom of described base plate (1) is provided with mobile crawler belt (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510118907.2A CN106032669B (en) | 2015-03-18 | 2015-03-18 | A kind of pile foundation shield-tube embedment creeps into all-in-one machine with stake holes |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510118907.2A CN106032669B (en) | 2015-03-18 | 2015-03-18 | A kind of pile foundation shield-tube embedment creeps into all-in-one machine with stake holes |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106032669A true CN106032669A (en) | 2016-10-19 |
| CN106032669B CN106032669B (en) | 2018-06-29 |
Family
ID=57150200
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510118907.2A Active CN106032669B (en) | 2015-03-18 | 2015-03-18 | A kind of pile foundation shield-tube embedment creeps into all-in-one machine with stake holes |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106032669B (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09250287A (en) * | 1996-03-16 | 1997-09-22 | Tobishima Corp | Natural ground drilling device |
| JP2000017979A (en) * | 1998-07-06 | 2000-01-18 | Toa Grout Kogyo Co Ltd | Drilling machine and drilling method |
| CN101705684A (en) * | 2009-11-13 | 2010-05-12 | 中铁大桥局集团第四工程有限公司 | Method for sinking steel protecting canister for drilled pile construction |
| CN203846485U (en) * | 2014-05-28 | 2014-09-24 | 宏润建设集团股份有限公司 | Long pile percussion drill hole forming construction device |
| CN204530704U (en) * | 2015-03-18 | 2015-08-05 | 重庆建工住宅建设有限公司 | A kind of pile foundation shield-tube embedment and stake holes creep into all-in-one |
-
2015
- 2015-03-18 CN CN201510118907.2A patent/CN106032669B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09250287A (en) * | 1996-03-16 | 1997-09-22 | Tobishima Corp | Natural ground drilling device |
| JP2000017979A (en) * | 1998-07-06 | 2000-01-18 | Toa Grout Kogyo Co Ltd | Drilling machine and drilling method |
| CN101705684A (en) * | 2009-11-13 | 2010-05-12 | 中铁大桥局集团第四工程有限公司 | Method for sinking steel protecting canister for drilled pile construction |
| CN203846485U (en) * | 2014-05-28 | 2014-09-24 | 宏润建设集团股份有限公司 | Long pile percussion drill hole forming construction device |
| CN204530704U (en) * | 2015-03-18 | 2015-08-05 | 重庆建工住宅建设有限公司 | A kind of pile foundation shield-tube embedment and stake holes creep into all-in-one |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106032669B (en) | 2018-06-29 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102691296B (en) | Pipe pile foundation for static-pressure grouting on pile side and rotary jet grouting at pile bottom and construction method thereof | |
| CN101736732B (en) | Pressure and water reduction construction method of ultra-deep foundation pit confined water | |
| CN105569560B (en) | A full set of tubular type long auger stake machine and the method for utilizing the ram machine construction | |
| CN104278667A (en) | Underground karst cave filling treatment method | |
| CN102444118A (en) | Construction method for grouting reinforcement of sleeve valve pipe | |
| CN103882858A (en) | Construction method of micro-piles with diameter of 300 mm | |
| CN103603342A (en) | Construction method of ultra-long bored concrete pile with large-diameter casing combination | |
| CN106320354A (en) | Anti-seepage construction method for karst cave development stratum under overburden | |
| CN104775433A (en) | Pile extracting construction method | |
| CN212716407U (en) | Karst area pile foundation drilling equipment | |
| CN111648719B (en) | Bamboo joint type drilling device suitable for soft soil stratum and construction method thereof | |
| CN203569575U (en) | Plastic blind ditch pipe sandless precipitation well | |
| JP2009263966A (en) | Removal method of existing pile | |
| CN205387708U (en) | Clear stake device of disposable rotary -cut formula of a complete set of pipe | |
| CN205502044U (en) | Be applied to precipitation structure in grittiness water -bearing stratum under building | |
| CN115263233B (en) | Hole sealing method after drilling exploration | |
| CN204530704U (en) | A kind of pile foundation shield-tube embedment and stake holes creep into all-in-one | |
| CN101858196A (en) | Low gravity center three-axle spiral drilling machine and drilling method thereof | |
| CN209339143U (en) | A kind of concrete pipe pile construction equipment | |
| CN206233232U (en) | A kind of upper and lower part expansion type soil cement is combined pile tube | |
| CN110273413A (en) | A kind of efficient construction method of prefabricated pile | |
| CN106032669A (en) | Pile foundation casing embedding and pile pole drilling all-in-one machine | |
| CN205314093U (en) | Excavation supporting structure of stake | |
| CN108316288A (en) | Half casing guncreting pile construction equipment and construction method | |
| CN114250801A (en) | Pipe well and light well point combined dewatering construction method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB03 | Change of inventor or designer information | ||
| CB03 | Change of inventor or designer information |
Inventor after: Huang Huang Inventor after: Wang Qingjiang Inventor after: He Hongwei Inventor after: Li Yuexia Inventor after: Li Qiang Inventor after: Zhou Yu Inventor after: Duan Yunfeng Inventor before: Wang Qingjiang Inventor before: Li Qiang Inventor before: Zhou Yu |
|
| TA01 | Transfer of patent application right | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20180327 Address after: 400015 Yuzhong District, Chongqing osmanthus garden No. 43 Applicant after: Chongqing Construction Residential Engineering Co., Ltd. Applicant after: Wang Qingjiang Applicant after: Chongqing Construction Engineering Group Co., Ltd. Address before: 400000 Yuzhong District, Chongqing osmanthus garden No. 43 Applicant before: Chongqing Construction Residential Engineering Co., Ltd. Applicant before: Wang Qingjiang |
|
| GR01 | Patent grant | ||
| GR01 | Patent grant |