CN106149709A - Pre-poured stake and pile making method thereof - Google Patents
Pre-poured stake and pile making method thereof Download PDFInfo
- Publication number
- CN106149709A CN106149709A CN201510127916.8A CN201510127916A CN106149709A CN 106149709 A CN106149709 A CN 106149709A CN 201510127916 A CN201510127916 A CN 201510127916A CN 106149709 A CN106149709 A CN 106149709A
- Authority
- CN
- China
- Prior art keywords
- pile
- drilling tool
- pipe drilling
- prefabricated pile
- stake
- 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 belongs to building field, particularly to a kind of pre-poured stake and pile making method thereof, the bottom of stake is prefabricated pile (2), and top is bored concrete pile (1);The diameter of the bored concrete pile (1) of its middle and upper part is more than the diameter of the prefabricated pile (2) of bottom and makes bored concrete pile (1) parcel or do not wrap up the upper end of prefabricated pile (2), it is provided with or does not set concrete or cement mixture filler (3) in the junction of prefabricated pile (2) and bored concrete pile (1) according to design requirement, it is also possible to be that top bored concrete pile (1) diameter is more than bottom prefabricated pile (2) a diameter of docking form;The diameter of the bored concrete pile (1) on top is identical with the diameter of bottom prefabricated pile (2);Its pile making method is as follows: for pile making method A and pile making method B, pre-poured stake and the prefabricated pile of pile making method and bored concrete pile combination thereof are flexibly, it is suitable for formation volumes extensive, bearing capacity of single pile is high, there is the strongest practicality, meet the force-mechanism of stake, save the consumption of concrete, substantially increase speed of application, reduce cost high.
Description
Technical field
The invention belongs to building field, particularly to a kind of pre-poured stake and pile making method thereof.
Background technology
At present, construction piling technique during driven cast-in-place pile, the most abroad, the domestic long height by pile frame of stake that all exists limited, the length making stake can not be oversize.Additionally when the stake footpath of driven cast-in-place pile is big, stake is long, not only the difficulty of immersed tube is big, and the time of pouring concrete in-situ is long, extremely difficult when dialling outer tube, so sometimes for increasing bearing capacity, enlarged footing need to be done in bottom, makes a time of making long, when weak intercalated layer is met in enlarged footing bottom sometimes, stake must also be increased long, through weak intercalated layer, further increase and limited by stake machine tower height, make immersed tube, tube pulling difficulty bigger.Prefabricated pile because of stake is long can be with pile extension, stake is long not to be limited by stake machine height, but the cost of real core prefabricated pile is high, there is again shearing strength and be difficult to meet the problem that design requires in hollow pile for prestressed pipe, increases stake long when meeting landing surface and having hard interbedded layer, can produce that the noise of construction is big and pile sinking difficult, and often have quick-fried stake phenomenon, sometimes for drawing hole, causing construction cost high, speed of application is slow.
Summary of the invention
It is an object of the invention to overcome above-mentioned technical deficiency, it is provided that a kind of pile making method is simple, it is ensured that pre-poured stake that pile foundation construction quality, speed of application are fast and pile making method thereof.
The present invention solve technical problem the technical scheme is that the feature of pre-poured stake be bottom be prefabricated pile, top is bored concrete pile;The diameter of the bored concrete pile of its middle and upper part is more than the diameter of the prefabricated pile of bottom and makes bored concrete pile parcel or do not wrap up the upper end of prefabricated pile, it is provided with or does not set concrete or cement mixture filler in the junction of prefabricated pile and bored concrete pile according to design requirement, it is also possible to be that top bored concrete pile diameter is more than bottom prefabricated pile a diameter of docking form;Or the diameter of the bored concrete pile on top is identical with the diameter of the prefabricated pile of bottom;The pile making method of pre-poured stake is as follows:
Pile making method A:Aa, the inner and outer pipe drilling tool align piles position of stake machine, adjust the perpendicularity of drilling tool;Inner and outer pipe drilling tool is sunk to projected depth by the methods such as Ab, employing static pressure, hammering or vibration;Ac, startup hoist engine propose interior pipe drilling tool;Ad, from outer pipe drilling tool sidewall or outer pipe drilling tool top concrete perfusion or cement mixture filler to design height, when using cement mixture filler, start hoist engine and mention interior pipe drilling tool, put back in outer pipe drilling tool, pipe drilling tool in transfering to after using the method compacting fillers such as static pressure, hammering or vibration;Ae, prefabricated pile is sling, put into outer pipe drilling tool;Af, when prefabricated pile use prestressed concrete pipe pile time, pile for prestressed pipe top place band torr steel reinforcement cage, at hollow prefabricated pile top bored concrete pile core concrete, and consolidate by design requirement, it is also possible to omit this step;Ag, take off the movable plate bottom interior pipe drilling tool, interior pipe drilling tool is directed at prefabricated pile top, the perpendicularity of pipe drilling tool in adjusting, use the methods such as static pressure, hammering or vibration, interior pipe drilling tool is sunk to projected depth, pipe drilling tool in then proposing, form bottom prefabricated pile;Put into steel reinforcement cage in Ah, outside pipe drilling tool, irrigate pile concrete, according to design requirement, it is also possible to do not put steel reinforcement cage;Ai, interior pipe drilling tool is put back to the TOC in outer pipe drilling tool, transfer to outer pipe drilling tool to complete the subsequent construction of stake, form pre-poured stake;Aj, when without subsoil water, by design requirement, Ad step can not be taked, complete pre-poured stake;Pile making method B:Ba, stake machine is moved to and align piles position, lift by crane prefabricated pile, adjust prefabricated pile perpendicularity, prefabricated pile is sunk to ground surface;Bb, when prefabricated pile use prestressed concrete pipe pile time, prefabricated pile top place band supporting plate steel reinforcement cage, bored concrete pile core concrete also consolidates, it is also possible to by design requirement, omit this step;Bc, prefabricated pile top will be directed at inner and outer pipe drilling tool, and adjust the perpendicularity of inner and outer pipe drilling tool;The methods such as Bd, employing static pressure, hammering or vibration are sink to projected depth inner and outer pipe drilling tool, and prefabricated pile sinks to projected depth the most therewith, completes construction of prefabricated piles;Pipe drilling tool in Be, dial-out, puts into steel reinforcement cage, and concrete perfusion forms bored concrete pile;Bf, interior pipe drilling tool of slinging, put into the top of outer pipe drilling tool inner concrete, transfers to outer pipe drilling tool, completes the subsequent construction of stake, forms pre-poured stake;Bg, when outer pipe drilling tool diameter is more than bottom prefabricated pile diameter, then form bored concrete pile more than prefabricated pile diameter;Bh, the bottom of bored concrete pile are wrapped up in prefabricated pile top design length range.
The invention has the beneficial effects as follows: pre-poured stake and the prefabricated pile of pile making method thereof and bored concrete pile combination flexibly, are suitable for formation volumes extensive, and bearing capacity of single pile is high, has the strongest practicality.The prefabricated pile of bottom decreases on-site concrete groundwater increment, prefabricated pile diameter is less than bored concrete pile diameter, meet the force-mechanism of stake, save the consumption of concrete, substantially increase speed of application, reduce cost, bottom uses prefabricated pile to solve bored concrete pile because being limited, by stake machine height, the problem that can not play long stake, simultaneously big because of driven cast-in-place pile stake footpath, immersed tube and the problem of tube pulling difficulty when stake is long solve the most accordingly, and the bored concrete pile that uses on top is greatly improved than the shear resistance of prestressing force hollow pile.
Accompanying drawing explanation
Illustrate with embodiment below in conjunction with accompanying drawing.
Fig. 1 is that the bored concrete pile diameter of pre-poured stake is more than and wraps up the version figure of prefabricated pile band concrete or cement mixture filler.
Fig. 2 is that the bored concrete pile diameter of pre-poured stake is equal to prefabricated pile diameter structure form figure.
Fig. 3 is the version figure without concrete or Fig. 1 of cement mixture filler of pre-poured stake.
Fig. 4 is that the bored concrete pile diameter of pre-poured stake is more than prefabricated pile diameter docking structure form figure.
Fig. 5 is the method A construction process figure of pre-poured stake and pile making method thereof.
Fig. 6 is the method B construction process figure of pre-poured stake and pile making method thereof.
In figure, 1-bored concrete pile;2-prefabricated pile;3-Concrete Filled thing;Pipe drilling tool in 4-;4-1-movable plate;The outer pipe drilling tool of 5-;6-band supporting plate steel reinforcement cage;7-steel reinforcement cage.
Detailed description of the invention
Embodiment, referring to the drawings 1,2, the diameter of the top bored concrete pile 1 of pre-poured stake is more than the diameter of bottom prefabricated pile 2, and bored concrete pile 1 wraps up the top of prefabricated pile 2, it is provided with in the junction of prefabricated pile 2 and bored concrete pile 1 according to design requirement or does not set Concrete Filled thing 3, can also be cement mixture filler, or top bored concrete pile 1 is identical with prefabricated pile 2 diameter of bottom.The pile making method of pre-poured stake is as follows, referring to the drawings 3, pile making method A: step Aa, mobile stake machine, pipe drilling tool 4 in stake machine and outer pipe drilling tool 5 align piles position, adjust rig position all around, make rig mobile jib consistent with left and right distance before and after outer pipe drilling tool 5, prop machine hydraulic pressure lower limb a leveling pile machine, the perpendicularity of pipe drilling tool 4 in adjusting.The methods such as Ab, employing static pressure, hammering or vibration, sink to projected depth by inner and outer pipe drilling tool 4,5.Ac, startup hoist engine propose interior pipe drilling tool 4.Ad, from drilling tool the sidewall of pipe drilling tool 5 or the top concrete perfusion filler 3 of outer pipe drilling tool 5, or pump concrete is to design height, it is also possible to insert cement mix filler 3 to design height by design requirement from outer pipe drilling tool 5 sidewall or top.Start hoist engine when using cement mixture filler 3, interior pipe drilling tool 4 is mentioned and is returned in outer pipe drilling tool 5, use the methods such as static pressure, hammering or vibration, pipe drilling tool 4 in proposing after compacting cement mixture filler 3.Ae, prefabricated pile 1 is sling, put into outer pipe drilling tool 5.Af, when prefabricated pile 1 uses prestressed concrete pipe pile, pile for prestressed pipe top place band supporting plate steel reinforcement cage 6, at pile for prestressed pipe top bored concrete pile core concrete, and consolidate, it is also possible to according to design requirement, omit this step.Ag, take off the movable plate 4-1 bottom interior pipe drilling tool 4, interior pipe drilling tool 4 is directed at prefabricated pile 2 top, the perpendicularity of pipe drilling tool 4 in adjusting, use the methods such as static pressure, hammering or vibration that interior pipe drilling tool 4 is sunk to projected depth, then pipe drilling tool 4 in proposing, completes the construction of bottom prefabricated pile 2.Put into steel reinforcement cage 7, concrete perfusion in Ah, outside pipe drilling tool 5, steel reinforcement cage 7 can not also be put according to design requirement.Ai, interior pipe drilling tool 4 is put back to the TOC in outer pipe drilling tool 5, transfer to outer pipe drilling tool 5 to complete the subsequent construction of stake, form pre-poured stake.Aj, when without subsoil water, by design requirement, it is convenient to omit method Aa step, complete the construction of pre-poured stake.
Referring to the drawings 4, pile making method B: step Ba, mobile stake machine are in place, lift by crane prefabricated pile 2, and align piles position, adjust stake machine distance all around, make machine distance all around consistent with prefabricated pile 2, leveling pile machine, adjusts the perpendicularity of prefabricated pile 2, prefabricated pile 2 is sunk to ground surface;Aforesaid operations can be repeated prefabricated pile 2 has first been constructed, it is also possible to two stake machines, wherein a construction specially carrying out prefabricated pile 2.Bb, when prefabricated pile 2 uses prestressed concrete pipe pile, place band supporting plate steel reinforcement cage 6 at prefabricated pile 2 top, and place steel reinforcement cage 7, perfusion prestressed concrete pipe pile top inner concrete, concrete compacted by jolting, it is also possible to require to omit this step according to design.Bc, the drilling tool with inner and outer pipe drilling tool 4,5 is directed at prefabricated pile 2 top, and adjusts the perpendicularity of inner and outer pipe drilling tool 4,5.The methods such as Bd, employing static pressure, hammering or vibration sink to projected depth inner and outer pipe drilling tool 4,5, then prefabricated pile 2 sinks to projected depth the most therewith, completes the construction of prefabricated pile 2.Pipe drilling tool 4 in Be, dial-out, puts into steel reinforcement cage 7 and concrete perfusion forms bored concrete pile 1, it is also possible to according to design, do not put steel reinforcement cage 7.Bf, interior pipe drilling tool 4 of slinging put into the top of outer pipe drilling tool 5 inner concrete, transfer to outer pipe drilling tool 5, complete the subsequent construction of stake, form pre-poured stake.Bg, when outer pipe drilling tool 5 diameter more than bottom prefabricated pile 2 diameter time, can also form the pre-poured stake of Ah formula.Bh, when outer pipe drilling tool 5 diameter is more than bottom prefabricated pile 2 diameter, when 4,5 pairs of prefabricated piles 2 of inner and outer pipe drilling tool wrap up in the range of pushing up design length, the pre-poured stake of Ai formula can be formed.
Claims (1)
1. a pre-poured stake, it is characterised in that the bottom of stake is prefabricated pile (2), top is bored concrete pile (1);The diameter of the bored concrete pile (1) of its middle and upper part is more than the diameter of the prefabricated pile (2) of bottom and makes bored concrete pile (1) parcel or do not wrap up the upper end of prefabricated pile (2), it is provided with or does not set concrete or cement mixture filler (3) in the junction of prefabricated pile (2) and bored concrete pile (1) according to design requirement, it is also possible to be that top bored concrete pile (1) diameter is more than bottom prefabricated pile (2) a diameter of docking form;The diameter of the bored concrete pile (1) on top is identical with the diameter of bottom prefabricated pile (2);Its pile making method is as follows: pile making method A: step Aa, inner and outer pipe drilling tool (4,5) the align piles position of stake machine, adjusts the perpendicularity of drilling tool;Inner and outer pipe drilling tool (4,5) is sunk to projected depth by the methods such as Ab, employing static pressure, hammering or vibration;Ac, startup hoist engine propose interior pipe drilling tool (4);Ad, from outer pipe drilling tool (5) sidewall or outer pipe drilling tool (5) top concrete perfusion or cement mixture filler (3) to design height, when using cement mixture filler (3), start hoist engine and mention interior pipe drilling tool (4), put back in outer pipe drilling tool (5), pipe drilling tool (4) in using methods compacting cement mixture filler (3) such as static pressure, hammering or vibration to transfer to afterwards;Ae, prefabricated pile (2) is sling, put into outer pipe drilling tool (5);Af, when prefabricated pile (2) uses prestressed concrete pipe pile, place band supporting plate steel reinforcement cage (6) at pile for prestressed pipe top, at hollow prefabricated pile (2) top bored concrete pile core concrete and consolidate, by designing requirement, it is convenient to omit this step;Ag, take off interior pipe drilling tool (4) bottom movable plate (4-1), interior pipe drilling tool (4) is directed at prefabricated pile (2) top, the perpendicularity of pipe drilling tool (4) in adjusting, use the methods such as static pressure, hammering or vibration, interior pipe drilling tool (4) is sunk to projected depth, then pipe drilling tool (4) in proposing, forms bottom prefabricated pile (2);Put into steel reinforcement cage (7) in Ah, outside pipe drilling tool (5), irrigate pile concrete, according to design requirement, it is also possible to do not put steel reinforcement cage (7);Ai, interior pipe drilling tool (4) is put back to the TOC in outer pipe drilling tool (5), transfer to outer pipe drilling tool (5) to complete the subsequent construction of stake, form pre-poured stake;Aj, when without subsoil water, by design requirement, Ad step can not be taked, complete pre-poured stake;Pile making method B:Ba, stake machine is moved to and align piles position, lifting prefabricated pile (2), adjust prefabricated pile (2) perpendicularity, prefabricated pile (2) is sunk to ground surface;Bb, when prefabricated pile (2) uses prestressed concrete pipe pile, place band supporting plate steel reinforcement cage (6) bored concrete pile core concrete consolidating at prefabricated pile (2) top, it is also possible to by designing requirement, omit this step;Bc, prefabricated pile (2) top will be directed at inner and outer pipe drilling tool (4,5), and adjust the perpendicularity of inner and outer pipes;The methods such as Bd, employing static pressure, hammering or vibration are sink to projected depth inner and outer pipe drilling tool (4,5), and prefabricated pile (2) sinks to projected depth the most therewith, completes prefabricated pile (2) construction;Pipe drilling tool (4) in Be, dial-out, puts into steel reinforcement cage (7), and concrete perfusion forms bored concrete pile (1);Bf, interior pipe drilling tool (4) of slinging, put into the top of outer pipe drilling tool (5) inner concrete, transfer to outer pipe drilling tool (5), complete the subsequent construction of stake, form pre-poured stake;Bg, when outer pipe drilling tool (5) diameter is more than bottom prefabricated pile (2) diameter, then form bored concrete pile (1) diameter more than prefabricated pile (2) diameter;The bottom of Bh bored concrete pile (1) is wrapped up in prefabricated pile (2) top design length range.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510127916.8A CN106149709B (en) | 2015-03-24 | 2015-03-24 | The pile making method of pre-poured stake |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510127916.8A CN106149709B (en) | 2015-03-24 | 2015-03-24 | The pile making method of pre-poured stake |
Publications (2)
Publication Number | Publication Date |
---|---|
CN106149709A true CN106149709A (en) | 2016-11-23 |
CN106149709B CN106149709B (en) | 2018-02-23 |
Family
ID=58063915
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201510127916.8A Active CN106149709B (en) | 2015-03-24 | 2015-03-24 | The pile making method of pre-poured stake |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN106149709B (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109056712A (en) * | 2018-07-27 | 2018-12-21 | 徽都建设有限公司 | A kind of construction technology of structure foundation processing pile |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2313959Y (en) * | 1996-05-24 | 1999-04-14 | 邹宗煊 | Cement-soil hard cored composite pile for fountain |
CN201137068Y (en) * | 2007-11-09 | 2008-10-22 | 王国奋 | Impact force resistant pipe caisson filling pile for high-rise building |
JP2014122491A (en) * | 2012-12-21 | 2014-07-03 | Asahi Kasei Construction Materials Co Ltd | Method of increasing horizontal resistance force of precast concrete pile foundation |
-
2015
- 2015-03-24 CN CN201510127916.8A patent/CN106149709B/en active Active
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2313959Y (en) * | 1996-05-24 | 1999-04-14 | 邹宗煊 | Cement-soil hard cored composite pile for fountain |
CN201137068Y (en) * | 2007-11-09 | 2008-10-22 | 王国奋 | Impact force resistant pipe caisson filling pile for high-rise building |
JP2014122491A (en) * | 2012-12-21 | 2014-07-03 | Asahi Kasei Construction Materials Co Ltd | Method of increasing horizontal resistance force of precast concrete pile foundation |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109056712A (en) * | 2018-07-27 | 2018-12-21 | 徽都建设有限公司 | A kind of construction technology of structure foundation processing pile |
Also Published As
Publication number | Publication date |
---|---|
CN106149709B (en) | 2018-02-23 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN104074186B (en) | The casing device of pore-forming and construction method thereof in a kind of building lot | |
CN103510510B (en) | A kind of enhancement mode long auger cast-with-pressure concrete pile and construction method | |
CN102900079A (en) | High-frequency hydraulic vibratory construction method for cement-soil core-inserted combined pile | |
CN105625294A (en) | Composite foundation and construction method thereof | |
CN103184734A (en) | Implanted and grouted compound pile and construction method | |
CN108086328A (en) | A kind of dynamic sealing, assembled building enclosure and its construction method from recharge | |
CN107513994A (en) | One kind segmentation becomes supporting rotary digging stake and its construction method without leave | |
CN105442532A (en) | Construction method for pile-head-expanded bored pile | |
CN104314078A (en) | Concrete pile construction equipment and construction method thereof | |
CN102808407B (en) | Construction method of soft-foundation reinforced concrete cast-in-place pile | |
CN203213101U (en) | Embedding grouting combined pile | |
CN107268599B (en) | Substrate buried type large-scale filling karst cave reinforcing structure and reinforcing method | |
CN105672329B (en) | The large size prefabricated building enclosure of deep basal pit and construction method | |
CN206752454U (en) | One kind perfusion embedded pile | |
CN105780764A (en) | Light cemented soil composite mixing pile | |
CN102966109A (en) | Method for constructing zonal deep foundation pit bottom sealing of soft soil foundation | |
CN105714832B (en) | A kind of large size prefabricated building enclosure of deep basal pit and construction method | |
CN101135157A (en) | Static pressure pipe pile settling construction technique | |
WO2017133373A1 (en) | Small-diameter pile cluster used for pile foundation, and method for construction thereof | |
CN106149709A (en) | Pre-poured stake and pile making method thereof | |
CN203594023U (en) | Enhanced type long auger drilling pressure-grouting concrete pile | |
CN104746512A (en) | Reinforced cement soil composite pile and method for forming the pile | |
CN102605775B (en) | Combination pile of flexible pile and rigid pile concentrically arranged at upper end and lower end and pile forming method | |
CN205776209U (en) | The construction equipment of concrete-pile | |
CN204530685U (en) | A kind of cement-soil stiff composite pile |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant |