CN1793524A - Method for construction of large head expanding combined pile - Google Patents
Method for construction of large head expanding combined pile Download PDFInfo
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- CN1793524A CN1793524A CN 200510133642 CN200510133642A CN1793524A CN 1793524 A CN1793524 A CN 1793524A CN 200510133642 CN200510133642 CN 200510133642 CN 200510133642 A CN200510133642 A CN 200510133642A CN 1793524 A CN1793524 A CN 1793524A
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Abstract
The invention discloses a big-end expansion composite pile construction method. The hole enlarging big end pile squeezes earth body to form annular pile hole around the core pile in pile sinking. Before it closes, the filling is topping up by filling guide tube to form loop type outer pack pile. The big end pile is enlarged hole to increase end bearing of core pile. The outer pack pile can increase its lateral friction resistance to increase bearing. The construction is convenient. And the pile forming quality is reliable. The composite pile can greatly increase bearing, and reduce cost. It can be applied to various constructions of drawing resistant, loading pile foundation, composite foundation, deep foundation pit supporting and anti-seep.
Description
Technical field
The present invention relates to the job practices that a kind of ground is handled, especially a kind of job practices of large head expanding combined pile.
Background technology
In the Foundation Design field, the conduct of extensive at present employing pile for prestressed pipe is built, the pile foundation of structure is used.Pile for prestressed pipe is made foundation pile and is used, and has advantages such as pile quality is reliable, speed of application fast, simple operation.But when in coastal, riverine vast soft foundation, using, soil property mostly is mud or silt clay greatly, the degree of depth generally all 20m or more than, because the side friction of weak soil is very low, the bearing capacity of single pile design load of most pile for prestressed pipe only can reach the intensity of pile for prestressed pipe own and allow 60%～70% of use value, so pile for prestressed pipe is done to hold on soft foundation when holding the friction pile use, has just caused great waste.Because bearing capacity of single pile is low, the stake number increases, and cushion cap also just correspondingly increases, and this is again an indirect waste.When the designer runs into pile for prestressed pipe and can not satisfy upper load or pile spacing requirement, just have to use the stake types such as bored pile, compaction pile of the much higher larger diameter of cost instead, this also causes such as problem of environmental pollutions such as spoil disposal slurry, vibration, noises except the raising that must cause construction costs.
Summary of the invention
Technical problem to be solved by this invention is, provide a kind of by improving the side friction of pile for prestressed pipe, thereby improve the bearing capacity of single pile of pile for prestressed pipe, reach the load-carrying ability that makes full use of the precompression pile tube, simultaneously can reduce construction costs again, and the job practices of the large head expanding combined pile of energy-conserving and environment-protective.
In order to solve the problems of the technologies described above, the technical solution used in the present invention is: a kind of job practices of large head expanding combined pile, do the core stake that pile foundation uses and be the pile sinking instrument to bear upper load, diameter stake point bigger than core stake diameter with the stake obelisk body portion of core stake lower end made the hole enlargement head, in the pile driving process of core stake, the squeezed soil body of hole enlargement major part stake point, hole enlargement forms annular stake hole around the core stake, before annular stake hole silt is closed, by the filler conduit filler is pressed into annular stake hole from discharging opening and fills with, form the outsourcing stake of the raising core pile side friction that has reinforcing cage.
Adding a cover one on the ground around the core stake is looped around around the core stake, can covers and seal annular stake hole, makes the unlikely capping of overflowing of filler in the annular stake hole.
Described reinforcing cage is connected with major part stake point, perhaps welds or be anchored at the periphery of core stake, together sinks in company with the core stake.
Described reinforcing cage is inserted after annular stake hole filler is finished again.
Described core stake is solid.
Described core stake is a kind of in hollow core stake, H steel or the pipeline sinking pile casing.
Described conduit is provided in a side of in the mesopore of core stake or is located at one or several conduit in the core stake outside.
Described major part stake point forms with core stake one or split; Major part stake point is that the first half is a cylinder, and Lower Half is a cone, or whole cone, or a kind of in the whole cylinder.
Also be included in form the outsourcing stake after, descending reinforcing cage and concrete placing again in core stake hollow make hollow pile become solid pile.
Described hole enlargement major part stake point can be the stake point of band high-pressure rotary-spray jet punching function, major part stake point is reached when running into silt, flour sand layer penetrate or enter hard formation.
The invention has the beneficial effects as follows: the compound pile that job practices of the present invention forms, with the core stake is the pile sinking instrument, post taper major part stake point with core stake lower end is made the hole enlargement head, the pressure injection filler forms outside annular outsourcing stake in the looping pit around the core stake, make pile foundation by core pile load upper load and use, the side friction that is improved the core stake by the outsourcing stake is main, simultaneously, major part stake point had both played the effect of hole enlargement pore-forming, also can suitably improve the end load.Compound pile will be given full play to the load-carrying ability of pile for prestressed pipe.Both can do foundation pile with the core stake separately and use, also core stake and outsourcing stake can be done the foundation pile use jointly, also the compound pile that core stake, stake point and outsourcing stake can be formed be done composite foundation usefulness jointly with pile peripheral earth.The present invention can improve the bearing capacity of single pile of pile for prestressed pipe, reaches the load-carrying ability that makes full use of the precompression pile tube, can reduce construction costs again simultaneously, and energy-conserving and environment-protective.Can be widely used in the construction of engineerings such as all kinds of resistance to pluckings, load pile foundation, composite foundation and deep foundation pit support, antiseep.
Description of drawings
Fig. 1 is the schematic diagram of the job practices of large head expanding combined pile of the present invention when beginning.
Fig. 2 is the schematic diagram that the job practices of large head expanding combined pile of the present invention forms annular stake hole.
Fig. 3 is the schematic diagram that the job practices of large head expanding combined pile of the present invention forms the outsourcing stake.
Fig. 4 is the schematic diagram of the compound pile that forms of the job practices of large head expanding combined pile of the present invention.
Fig. 5 is the schematic diagram that the job practices of large head expanding combined pile of the present invention adds reinforcing cage.
Fig. 6 is the schematic diagram that the job practices of large head expanding combined pile of the present invention adds reinforcing cage and concrete placing in the mesopore of core stake.
Fig. 7 is the external schematic diagram of another embodiment loading pipe of job practices of large head expanding combined pile of the present invention.
Among the figure: 1, stake point; 2, core stake; 3, outsourcing stake; 4, capping; 5, conduit; 6, discharging opening; 7, annular stake hole; 8, reinforcing cage; 9, reinforcing cage.
The specific embodiment
Be described in further detail below in conjunction with the job practices of the drawings and specific embodiments large head expanding combined pile of the present invention:
Shown in Fig. 1,2,3,4,5,6, the present invention does the hollow core stake 2 that pile foundation uses and is the pile sinking instrument to bear upper load, the diameter stake point 1 bigger than core stake diameter with the stake obelisk body portion of core stake 2 lower ends made the hole enlargement head, add a cover an annular stake hole 3 that is looped around around the core stake 2, can covers and seal formation on the ground around the core stake 2, make the unlikely capping of overflowing 4 of filler in the annular stake hole 3, conduit 5 is provided in a side of in the mesopore of core stake 5, and concrete steps are as follows:
A. the parameter that provides according to geologic report, under the prerequisite that satisfies bearing capacity of single pile, the design of pile foundation load, settlement request and pile spacing, the needs of load on the base area, selected bearing course at pile end, determine long, the stake footpath of stake of core stake, and the stake of outsourcing stake is long and the stake footpath.
B. according to the stake footpath of outsourcing stake 3, determine the diameter of hole enlargement major part stake point 1, the diameter of major part stake point 1 should be slightly larger than the diameter of outsourcing stake 3.
C. the stake point of major part stake point 1 is aimed at the stake position of design, and stake point 1 is stabilized on the stake position.
D. with after core stake 2 and major part stake point 1 concentric the aligning, core stake 2 is pressed on the major part stake point 1.
The reinforcing cage 8 that e. will be used for outsourcing stake 3 is fixed on the top of core stake 2 peripheries, major part stake point 1 or is fixed on the suitable position of core stake 2.
F. with the stake machine pile sinking is carried out in core stake 2, major part stake point 1 and reinforcing cage 8 also sink thereupon.Because major part stake point 1 is bigger than the diameter of core stake 2, in the process of sinking, major part stake point 1 is forming an annular stake hole 7 around the tube wall of core stake 2 and between the soil body.
G. in annular stake hole 7, pass through the filler conduit 5 in core stake 2 mesopores,, fluid filler is filled with this annular stake hole 7 by discharging opening 6 by certain pressure.
H. core stake 2 pile sinking promptly stop pile sinking behind stake end absolute altitude.Stop the pressure injection filler simultaneously.
I. the filler conduit in core stake 2 mesopores is regained, if disposable filler conduit then can be placed in one; The conduit in core stake 2 outsides also can be kept somewhere in the outsourcing stake.
J. be hollow shell pill or hollow square pile as core stake 2, transfer the reinforcing cage 9 of certain-length therein in the emptying aperture and pour into the concrete of appropriate depth, with the pile strength of further raising bearing capacity of single pile and core stake; The filler of outsourcing stake also can adopt fine concrete, and what this way formed is reinforced compound pile.
K. withdraw a machine and capping 4, the compound pile construction is finished.
Certainly, the reinforcing steel bar cage 8 of outsourcing stake 3 also can stop at pile sinking, inserts wherein after filler is finished again.
Described core stake can be hollow core stake, H steel or pipeline sinking pile casing, also can be solid.
As shown in Figure 7, the filler conduit also can be located at one or several conduit in the core stake outside.
Described major part stake point forms with core stake one or split; Major part stake point is that the first half is a cylinder, and Lower Half is a cone, or whole cone, or a kind of in the whole cylinder.
Described hole enlargement major part stake point can be the stake point of band high-pressure rotary-spray jet punching function, major part stake point is reached when running into silt, flour sand layer penetrate or enter hard formation.
Described filler is a kind of in plain-water slurry, cement mortar or the concrete.
Claims (10)
1, a kind of job practices of large head expanding combined pile, it is characterized in that, do the core stake (2) that pile foundation uses and be the pile sinking instrument to bear upper load, the diameter stake point (1) bigger than core stake diameter with the stake obelisk body portion of core stake (2) lower end made the hole enlargement head, in the pile driving process of core stake (2), the squeezed soil body of hole enlargement major part stake point (1), hole enlargement forms annular stake hole (7) around the core stake, before annular stake hole (7) silt is closed, by filler conduit (5) filler is pressed into and annular stake hole (7) is filled with from discharging opening (6), form the outsourcing stake (3) of raising core stake (2) side friction that has reinforcing cage (8).
2, the job practices of large head expanding combined pile according to claim 1, it is characterized in that core stake on the ground (2) is added a cover one on every side and is looped around around the core stake, can covers and seal annular stake hole (7), makes the unlikely capping of overflowing of filler (4) in the annular stake hole.
3, the job practices of large head expanding combined pile according to claim 1 is characterized in that, described reinforcing cage (8) is connected with major part stake point (1), perhaps welds or be anchored at the periphery of core stake (2), together sinks in company with core stake (2).
According to the job practices of the described large head expanding combined pile of claim 1, it is characterized in that 4, described reinforcing cage (8) is inserted again after annular stake hole (7) filler is finished.
5, the job practices of large head expanding combined pile according to claim 1 is characterized in that, described core stake (2) is solid.
6, the job practices of large head expanding combined pile according to claim 1 is characterized in that, described core stake (2) is a kind of in hollow core stake, H steel or the pipeline sinking pile casing.
7, the job practices of large head expanding combined pile according to claim 6 is characterized in that, described conduit (5) is provided in a side of in the mesopore of core stake (2) or is located at one or several conduit in core stake (2) outside.
8, the job practices of large head expanding combined pile according to claim 1 is characterized in that, described major part stake point (1) forms with core stake (2) one or split; Major part stake point (1) is that the first half is a cylinder, and Lower Half is a cone, or whole cone, or a kind of in the whole cylinder.
9, the job practices of large head expanding combined pile according to claim 6 is characterized in that, also be included in form outsourcing stake (3) after, descending reinforcing cage (9) and concrete placing again in core stake (2) hollow make hollow pile become solid pile.
10. the job practices of large head expanding combined pile according to claim 1, it is characterized in that, described hole enlargement major part stake point (1) can be the stake point of band high-pressure rotary-spray jet punching function, major part stake point is reached when running into silt, flour sand layer penetrate or enter hard formation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB200510133642XA CN100366829C (en) | 2005-12-27 | 2005-12-27 | Method for construction of large head expanding combined pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB200510133642XA CN100366829C (en) | 2005-12-27 | 2005-12-27 | Method for construction of large head expanding combined pile |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1793524A true CN1793524A (en) | 2006-06-28 |
| CN100366829C CN100366829C (en) | 2008-02-06 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB200510133642XA Expired - Fee Related CN100366829C (en) | 2005-12-27 | 2005-12-27 | Method for construction of large head expanding combined pile |
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| CN (1) | CN100366829C (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103437348A (en) * | 2013-08-28 | 2013-12-11 | 深圳市福田建安建设集团有限公司 | Construction device and method of pile peripheral cemented soil cast-in-place stiffness core pile |
| CN103967005A (en) * | 2014-04-13 | 2014-08-06 | 北京工业大学 | Novel composite anti-slide pile suitable for high-attitude and high-intensity regions |
| CN103967004A (en) * | 2014-04-13 | 2014-08-06 | 北京工业大学 | Supporting and protecting composite anti-slide pile suitable for high-attitude and high-intensity regions |
| CN105155421A (en) * | 2015-09-02 | 2015-12-16 | 中铁港航局集团有限公司 | Construction method for single-pile single-stud fully-buried round bearing platform in shallow water of riverway |
| CN111379254A (en) * | 2020-04-14 | 2020-07-07 | 中国电建集团港航建设有限公司 | Basic treatment method for building sediment treatment plant in unfavorable geology |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0447018A (en) * | 1990-06-15 | 1992-02-17 | Taisei Corp | Reinforcing method for poor subsoil |
| JPH04108910A (en) * | 1990-08-28 | 1992-04-09 | Daido Concrete Kogyo Kk | Method for processing pile head of sunk concrete pile |
| CN2389925Y (en) * | 1999-08-31 | 2000-08-02 | 牧一征 | Rotary spray variable section combined caisson pile |
| CN1202318C (en) * | 2003-01-15 | 2005-05-18 | 刘润郊 | Method and apparatus for pile making by boring and pumping mass concrete and rotation jetting slurry |
| CN1219945C (en) * | 2003-04-18 | 2005-09-21 | 雷玉华 | High-pressure rotary spraying and core inserting process to form pedestal pile |
| CN2747278Y (en) * | 2004-12-06 | 2005-12-21 | 雷玉华 | Composite hollow pile with concrete expanding head in bottom |
-
2005
- 2005-12-27 CN CNB200510133642XA patent/CN100366829C/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103437348A (en) * | 2013-08-28 | 2013-12-11 | 深圳市福田建安建设集团有限公司 | Construction device and method of pile peripheral cemented soil cast-in-place stiffness core pile |
| CN103437348B (en) * | 2013-08-28 | 2015-06-17 | 深圳市福田建安建设集团有限公司 | Construction device and method of pile peripheral cemented soil cast-in-place stiffness core pile |
| CN103967005A (en) * | 2014-04-13 | 2014-08-06 | 北京工业大学 | Novel composite anti-slide pile suitable for high-attitude and high-intensity regions |
| CN103967004A (en) * | 2014-04-13 | 2014-08-06 | 北京工业大学 | Supporting and protecting composite anti-slide pile suitable for high-attitude and high-intensity regions |
| CN103967005B (en) * | 2014-04-13 | 2017-06-16 | 北京工业大学 | A kind of NEW TYPE OF COMPOSITE friction pile regional with highlight lines suitable for High aititude |
| CN105155421A (en) * | 2015-09-02 | 2015-12-16 | 中铁港航局集团有限公司 | Construction method for single-pile single-stud fully-buried round bearing platform in shallow water of riverway |
| CN111379254A (en) * | 2020-04-14 | 2020-07-07 | 中国电建集团港航建设有限公司 | Basic treatment method for building sediment treatment plant in unfavorable geology |
Also Published As
| Publication number | Publication date |
|---|---|
| CN100366829C (en) | 2008-02-06 |
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Granted publication date: 20080206 Termination date: 20111227 |