CN203594023U - Enhanced type long auger drilling pressure-grouting concrete pile - Google Patents
Enhanced type long auger drilling pressure-grouting concrete pile Download PDFInfo
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- CN203594023U CN203594023U CN201320653982.5U CN201320653982U CN203594023U CN 203594023 U CN203594023 U CN 203594023U CN 201320653982 U CN201320653982 U CN 201320653982U CN 203594023 U CN203594023 U CN 203594023U
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Abstract
The utility model relates to an enhanced type long auger drilling pressure-grouting concrete pile. The bottom and the pile side of a pile body are provided with a pile bottom extrusion and expansion combination end and pile side pressure grouting extrusion and expansion bodies, and the pile bottom extrusion and expansion combination end and the pile side pressure grouting extrusion and expansion bodies are formed in a pressure grouting mode; pile bottom pressure grouting pipes are annularly arranged on the inner side of a steel reinforcement cage spiral stirrup, and pile side pressure grouting pipes are annularly arranged on the outer side of the steel reinforcement cage spiral stirrup; a prestressed reinforced concrete stiffening body is arranged at the top of the pile body, pile top pressure grouting extrusion and expansion bodies are arranged on the lower portion of the stiffening body, and enhanced type side wings are arranged on the upper portion of the stiffening body; prestressed steel reinforcement sleeves and pile top grouting pipes are pre-embedded in the stiffening body and annularly, envenly and alternately distributed along the stiffening body. According to the enhanced type long auger drilling pressure-grouting concrete pile, because the prefabricated stiffening body is arranged at the top of the pile body, strength of the pile top can be enhanced, connection between the pile body and the upper structure can be reinforced, and the stiffening body can be used as a force bearing and supporting body for sinking of a steel reinforcement cage; in addition, by means of pressure grouting, the pile top, the pile side and the pile bottom can be enhanced.
Description
Technical field
The utility model relates to a kind of long auger pouring concrete pile, be particularly related to a kind of supporting capacity that can simultaneously promote pile body bottom, stake side, top, effectively improve the enhancement mode long auger cast-with-pressure concrete pile of pile body stress performance, belong to foundation treatment engineering field, the ground being applicable in the engineerings such as building, bridge, dykes and dams is processed project.
Background technology
Castinplace pile refers at engineering site and in foundation soil, forms stake hole by means such as machine drilling, steel pipe soil compaction or manpower excavations, place reinforcing cage therein, and a kind of stake type of concrete perfusion formation, it is little that it has ambient influnence, the advantages such as supporting capacity is high, pile quality is reliable, construction organization is convenient, have been widely used in foundation treatment engineering.
Castinplace pile, according to hole forming method difference, can be divided into several classes such as tube-sinking cast-in-situ pile, bored pile and digging hole filling pile.Wherein tube-sinking cast-in-situ pile is to utilize impact pile driving method or vibropiling method, to sink in soil with the steel body of flapper-type pile top or precast reinforced concrete pile boots, then limit fluid concrete (or first put in pipe reinforcing cage) side hammer hits or vibrates the stake that limit tube drawing forms.This construction technology is applicable to that the soil is porous, the area of geological condition more complicated very much, but when running into soil layer and having larger boulder, this technique cannot be implemented; The meeting of hammering simultaneously produces larger noise, and vibration can affect Adjacent Buildings, uses therefore be less compliant in urban district, and more existing cities ban use of in urban district; Bored pile is with digging hole filling pile compared with tube-sinking cast-in-situ pile, and construction noise and vibrations are much smaller, and can on various grounds, all can use; The efficiency of construction of bored pile is higher in addition, there is low noise, small vibration, without soil compaction, little on surrounding environment and adjacent structure impact, can pass through various bad grounds and form the advantages such as larger bearing capacity of single pile, in the engineerings such as bridge, house, hydraulic structure, be used widely.
Along with the enforcement of a series of large projects such as highrise building, Longspan Bridge, supporting capacity, distortion to castinplace pile in engineering have proposed higher level requirement, the stake of development major diameter (or large area), high-bearing capacity, low sedimentation, by engineering circles is favored.Under this engineering background, existing tube-sinking cast-in-situ pile, excavating stake grouting stake, the difficult engineering demands of bored pile.
Long auger cast-with-pressure concrete pile is the cast-with-pressure concrete pile piling technique developing on long spiral dry drill method basis, technological principle is: adopt long-spiral drilling machine to be drilled into design elevation, utilize concrete pump that concrete is carried and is drilled into pile from extrusion perfusion limit, limit, drill bit bottom, then utilize special shaking device that reinforcing cage is once inserted in pile body, form the construction method of deposited reinforced concrete pile.Long auger cast-with-pressure concrete pile has been inherited all advantages of common filling pile, be better than again common filling pile simultaneously, as higher in pore-forming accuracy, as long as the guide peg of pile frame is vertical, drilling rod has certain rigidity, the verticality of pore-forming is easily assurance just, and varying aperture is also not too large, and the amount of concrete of perfusion can meet design requirement, super filling amount can be very not large, and efficiency of construction is high, speed of fulfiling hole is very fast, and pile body supporting capacity is higher.In addition, although long auger cast-with-pressure concrete pile has plurality of advantages, but in work progress, still there are some common quality problems, as low in stake top intensity, stake end has loosened soil, stake end mixture segregation and resistance is little, reinforcing cage off normal, stake shortea and broken pile etc., and these quality problems have had influence on the stress performance of pile body to a certain extent.
A kind of existing castinplace pile post grouting pile body construction method, this method is made madjack pipe in making reinforcing cage, and madjack pipe is laid in to the outside of reinforcing cage, and pile body has been built rear 3～7d and has been carried out a side pressure grouting.This method, by mud jacking reinforcement is carried out in pile body outside and the stake end, can improve the supporting capacity of pile body to a certain extent; But expand an end pouch because this method does not arrange stake end in madjack pipe end, can not effectively control the shape of slurries, be prone to that grout distribution is inhomogeneous, supporting capacity is difficult to the problems such as effectively performance; This method does not relate to the reinforcement processing problem at pile body top in addition.
In sum, castinplace pile has been widely used in foundation treatment engineering, existing filling pile structure and construction method have also obtained good consolidation effect under suitable engineering specifications, but limited this body structure of pile body and construction technology problem, pile body remains and can improve part at the aspect such as supporting capacity, stress performance; Though existing pile shaft grouting, this technology fails effectively to control the shape of slurries, and fails pile body top to carry out reinforcement processing.
Given this, for improving intensity and the supporting capacity of long auger cast-with-pressure concrete pile, need at present that invention one can be pushed up from stake badly, stake side, three aspects in the stake end promote pile body supporting capacity, and can effectively improve pile body stress performance, reduce enhancement mode long auger cast-with-pressure concrete pile and the construction method of pile body disease.
Summary of the invention
The purpose of this utility model is to provide a kind of enhancement mode long auger cast-with-pressure concrete pile, and stake end, stake side, the stake that can significantly the promote pile body loading capability of bearing responsibility, effectively improves pile body stress performance, gives full play to different layers position foundation soil body supporting capacity.
In order to realize above-mentioned technical purpose, the utility model has adopted following technical scheme:
A kind of enhancement mode long auger cast-with-pressure concrete pile, is characterized in that, is provided with the stake squeezed compound termination, the end and the stake side pressure grouting extruding expanding body that form by slip casing by pressure in bottom, the stake side of pile body; Pile base grouting pipe and stake side pressure grouting pipe are located at respectively inner side and the outside of reinforcing cage spiral stirrup along hoop; The top of pile body is provided with the prestressed reinforced concrete body of putting more energy into, and the body bottom of putting more energy into arranges a top mud jacking extruding expanding body, and top is provided with reinforced flank; Put more energy into and be embedded with prestress steel tendon bush and a stake top Grouting Pipe in body, the two is laid along the even interval of the body hoop of putting more energy into.
Pile body bottom is located in described stake squeezed compound termination, the end, comprises that 1～4 stake end expands end pouch; By expanding end pouch inner high voltage slip casting to stake end, can make the concrete at itself and position, termination be complex as entirety; Stake end expands the geomembrane bag that end pouch adopts intensity to meet the demands, and film bag upper end is connected with the colligation of pile base grouting pipe.
Stake side pressure grouting extruding expanding body is evenly located at the outside of pile body sidewall along hoop, vertically can arrange together or several along pile body.
It is the seamless steel pipe of 25mm ~ 38mm that pile base grouting pipe and stake side pressure grouting pipe all adopt internal diameter, and after mud jacking completes, madjack pipe all stays in pile body; Pile base grouting pipe bottom connects stake end and expands end pouch, can doublely do the longitudinal reinforcement of relevant position; Stake side pressure grouting pipe bottom is L-shaped, and bottom extends the outside of pile body topping.
The prestressed reinforced concrete embedded bar sleeve pipe in body of putting more energy into, is inserted with prestressed stretch-draw reinforcing bar in it, anchoring termination is established at reinforcing bar two ends.Prestressed reinforced concrete is put more energy into, and body is prefabricated in precast yard, stretch-draw; And putting more energy in body along the pre-pile anchoring of hoop top madjack pipe.
Described reinforced flank is evenly laid in the put more energy into outside of body of prestressed reinforced concrete along hoop, between longitudinal reinforcement of laying and steel bar sleeve, adopts colligation to be connected in it; The interplane angle of sides adjacent is 120 ° or 90 °.
Stake top mud jacking extruding expanding body is by forming to stake top madjack pipe mud jacking, and madjack pipe adopts the seamless steel pipe that internal diameter is 25mm ~ 38mm, and the degree of depth that its bottom is stretched in foundation soil body is not less than 500mm.
Described stake squeezed compound termination, the end, stake side pressure grouting extruding expanding body, stake top mud jacking extruding expanding body adopt identical concrete mix, and strength grade of concrete is not less than C30.Its grouting pressure is determined according to the shape of extruding expanding body and squeezed position soil pressure size.
The construction method of above-mentioned enhancement mode long auger cast-with-pressure concrete pile, comprises the following steps:
1) lay stake position: according to designing requirement site clearing, measure stake position, and lay auger and hanging device at assigned address;
2) hang the prestressed reinforced concrete body of putting more energy into: the stake position of laying according to scene, lifts the prestressed reinforced concrete body of putting more energy into assigned address with hanging device;
3) sink to the prestressed reinforced concrete body of putting more energy into: in stake position along hoop by the prestressed reinforced concrete shape excavation soil body of putting more energy into, cutting depth is identical with reinforced flank, adopts stake pile driver that the prestressed reinforced concrete body of putting more energy into vertically, is evenly squeezed in ground;
4) drilling and forming hole: rig hydraulic leg is dropped on to prestressed reinforced concrete and put more energy on body, select suitable bore rate according to geological condition, in drilling process, hole body is repaired and retaining wall;
5) reaming at the bottom of hole: after has repaired in stake hole, adopt professional controlled hydraulic technology to open position, stake bottom drill bit and expand the wing, according to the enlarged-diameter aperture of setting;
6) implanted reinforced bar cage: after pile body slip casting finishes, adopt vibrating device and auxiliary Rebar bonding device that the reinforcing cage connecting with slip casing by pressure pipe is in advance depressed into design of pile top absolute altitude, in reinforcing cage implantation process, should guarantee verticality and implantation depth that reinforcing cage is implanted, adopt press device to push down the prestressed reinforced concrete body of putting more energy into simultaneously;
7) pile body slip casting: after reaming completes at the bottom of hole, carry out at once pile body slip casting, lifting drilling rod repeatedly up and down when slip casting, guarantees that pile body concrete is even;
8) high pressure grouting at pile end: after pile body slip casting completes, by pile bottom pressure grouting pipe to stake bottom high-pressure slip-casting, the stake end expansion end pouch of madjack pipe bottom is expanded, and be cemented to entirety with stake end concrete, form the bearing capacity larger squeezed complex of high-pressure slip-casting in bottom, in mud jacking process, should adopt press device to push down prestressed reinforced concrete put more energy into body and reinforcing cage;
9) stake side high-pressure slip-casting: according to supporting capacity requirement, to stake side pressure grouting, form high-pressure slip-casting extruding expanding body by stake side pressure grouting pipe, should adopt press device to push down prestressed reinforced concrete put more energy into body and reinforcing cage in mud jacking process;
10) stake top mud jacking extruding expanding body slip casting: after stake side pressure grouting completes, by stake top madjack pipe to the stake top prestressed reinforced concrete mud jacking in the foundation soil of body bottom of putting more energy into, form a stake top mud jacking extruding expanding body, in mud jacking process, should adopt press device to push down prestressed reinforced concrete put more energy into body and reinforcing cage.
Described auxiliary Rebar bonding device is mainly made up of bearing, column, crossbeam, diagonal brace, upper sheave, flexible cable and connector; The lower end of column is fixedly connected with bearing, and upper end is provided with crossbeam, at the two ends of crossbeam, pulley is set; In pulley groove, one end of flexible cable is connected with power-equipment, and the other end is connected with precast reinforced cage by " П " shape connector; The interval of the montant at " П " shape connector two ends can be adjusted according to reinforcing cage spacing.
the utlity model has following advantage and beneficial effect:
(1) bottom of pile base grouting pipe is communicated with stake end expansion end pouch, by expanding end pouch inner high voltage slip casting to stake end, form stake squeezed compound termination, the end in pile body bottom, not only can add the floor space at the bottom of timber pile, an and loosened soil at the bottom of can reducing, can also control the shape of slurries, improve slurries utilization rate.
(2) along hoop, the stake side pressure grouting extruding expanding body in aggregates with pile body concrete binding is evenly set in stake side, can strengthens pile body diameter, the compaction pile side soil body of assigned address, thereby promote the side friction of pile body.
(3) the precast prestressed steel concrete body of putting more energy into is set at pile body top, can improve intensity and the supporting capacity of the soil body at pile body top, the reinforced flank simultaneously arranging not only can be strengthened being connected of pile body and superstructure, and can be used as the stressed supporter of reinforcement cage immersion, thereby play the object that improves pile body integrated carrying performance, facilitates reinforcement cage immersion.
(4) by auxiliary Rebar bonding device implanted reinforced bar cage, change the sinking mode of reinforcing cage, particularly reinforcing cage is formed drop-down by set pulley, not only can make precast reinforced cage more successfully insert in not solidified concrete, the verticality of reinforcing cage be can also ensure, reinforcing cage off normal, inclination prevented.
In a word, feature of the present utility model is not only by the body of putting more energy into of squeezed compound termination, stake side pressure grouting extruding expanding body, a stake top prestressed reinforced concrete at the bottom of arranging, promote supporting capacity and the non-deformability of pile body and inter-pile soil from bottom, stake side, three, the top aspect of pile body, by auxiliary Rebar bonding device, make the implantation of precast reinforced cage more smooth, its technical economic benefit is outstanding.
Accompanying drawing explanation
Fig. 1 is the sectional view of the utility model enhancement mode long auger cast-with-pressure concrete pile;
Fig. 2 is the put more energy into sectional view of body of prestressed reinforced concrete;
Fig. 3 is a cross-sectional drawing for top reinforced concrete pile body;
Fig. 4 is a side slip casting extruding expanding body cross-sectional drawing;
Fig. 5 is auxiliary Rebar bonding device structural representation;
Fig. 6-1 and Fig. 6-2nd, enhancement mode long auger guncreting pile constructing process figure.
In figure: the 1-prestressed reinforced concrete body of putting more energy into, the reinforced flank of 2-, 3-stake top madjack pipe, 4-steel bar sleeve, 5-vertically extends reinforcing bar, 6-reinforced concrete pile body, 7-pile base grouting pipe, 8-stake side pressure grouting pipe, 9-stake end expands end pouch, 10-stake top mud jacking extruding expanding body, 11-stake side pressure grouting extruding expanding body, squeezed compound termination at the bottom of 12-stake, the precast reinforced cage of 13-, 14-reinforcing cage lengthways main steel bar, 15-reinforcing cage spiral stirrup, 16-prestressed stretch-draw reinforcing bar, 17-anchoring termination, 18-bearing, 19-column, 20-crossbeam, 21-diagonal brace, 22-upper sheave, 23-flexible cable, 24-connector, 25-power-equipment.
The specific embodiment
The technical requirements of reinforcing bar (steel pipe) connection construction, the concrete design and construction technical requirements of pile body, prestressed reinforced concrete is put more energy into, and body is stacked, hoisting technology requirement, injecting cement paste mix-design and construction technical requirement, pile grouting pipe expand link technique requirement, the mud jacking construction technical requirement etc. of end pouch with stake end, in present embodiment, be not repeated, emphasis is set forth the embodiment that the utility model relates to structure.
Fig. 1 is the sectional view of the utility model enhancement mode long auger cast-with-pressure concrete pile, Fig. 2 is the put more energy into sectional view of body of prestressed reinforced concrete, Fig. 3 is a cross-sectional drawing for top reinforced concrete pile body, and Fig. 4 is a side slip casting extruding expanding body cross-sectional drawing, and Fig. 5 is auxiliary Rebar bonding device structural representation; Shown in Fig. 1～Fig. 5, a kind of enhancement mode long auger cast-with-pressure concrete pile, mainly comprises prestressed reinforced concrete put more energy into body 1, reinforced concrete pile body 6, stake top mud jacking extruding expanding body 10, stake side pressure grouting extruding expanding body 11, stake squeezed compound termination 12, the end.
Put more energy into body 1 of prestressed reinforced concrete adopts monobloc cast with reinforced flank 2, and strength grade of concrete is C35, adopts 42.5
#portland cement; Treat, after concrete strength reaches design strength 80%, the vertical prestressing tension reinforcing steel bar 16 through steel bar sleeve 4 is applied to prestressing force, prestress value designs 60% of tensile strength for reinforcing bar; It is the indented bars that 22mm, strength grade are Q345 that this vertical prestressing tension reinforcing steel bar 16 adopts diameter; The long 6m of steel bar sleeve 4, adopts the iron pipe that internal diameter is 25mm; Putting more energy at prestressed reinforced concrete, interior along the pre-pile anchoring of hoop top madjack pipe 3, madjack pipe 3 adopts the seamless steel pipe of diameter 40mm to body 1, and the strength grade of steel is Q345, and pipe end absolute altitude is compared with the put more energy into low 50cm of end absolute altitude of body 1 of prestressed reinforced concrete; Reinforcement, damping processing are done in the put more energy into top of body 1 of prestressed reinforced concrete.
The height of reinforced flank 2 is 500mm, and wide is 500mm, is located at the put more energy into outside of body 1 of prestressed reinforced concrete along hoop, and the angle that adjacent reinforced flank is 2 is 120 °; At the interior pre-buried vertical elongation reinforcing bar 5 of reinforced flank 2, and the top that makes vertically to extend reinforcing bar 5 and stretch out reinforced flank 2, for being connected of top structure.
Reinforced concrete pile body 6 adopts monolithic reinforced concrete structure, and strength grade of concrete is C35, adopts 42.5
#portland cement; The longitudinal stress muscle of precast reinforced cage 13 comprises that 14 and 3 pile base grouting pipes 7 of 9 lengthways main steel bars form; Wherein to adopt diameter be the indented bars that 20mm, strength grade are Q345 to lengthways main steel bar 14; Pile base grouting pipe 7 adopts the seamless steel pipe of diameter 40mm, and the strength grade of steel is Q345, expands end pouch 9 at the bottom of madjack pipe colligation stake end; It is the rubber geomembrane bag of 8mm that stake end expansion end pouch 9 adopts thickness, and the compressive strength of geomembrane bag is not less than 60MPa.
After precast reinforced cage 13 is made, adopt auxiliary Rebar bonding device to implant precast reinforced cage 13; Auxiliary Rebar bonding device is mainly made up of bearing 18, column 19, crossbeam 20, diagonal brace 21, upper sheave 22, flexible cable 23, connector 24; The lower end of column 19 is fixedly connected with bearing 18, and upper end is provided with crossbeam 20, at the two ends of crossbeam 20, upper sheave 22 is all set; Column 19, crossbeam 20, diagonal brace 21 all adopt " work 160 ╳ 88 ╳ 5mm ", and the strength grade of steel is Q345; It is the circular steel plate of 500mm that bearing 18 adopts diameter, and steel plate thickness is 20mm, and the strength grade of steel is Q345; Diagonal brace 21 symmetries are laid in column 19 both sides; Between above-mentioned steel, all adopt and be welded to connect; It is the steel pulley of 300mm that upper sheave 22 adopts diameter, and pulley depth of groove is 40mm; In pulley groove, be provided with flexible cable 23, one end of flexible cable 23 is connected with power-equipment 25, and the other end is connected with precast reinforced cage 13 by " П " shape connector 24; The interval of the montant at " П " shape connector 24 two ends can be adjusted according to reinforcing cage spacing.
Stake side pressure grouting pipe 8 is located at the outside of the spiral stirrup 15 of precast reinforced cage 13 along hoop, adopt the seamless steel pipe of diameter 40mm, and the strength grade of steel is Q345; The bottom of stake side pressure grouting pipe 8 is prefabricated L-shaped, and madjack pipe bottom is concordant with the outside of pile body topping.
Reinforced concrete pile body 6 has been built in latter 7 days, respectively by stake top madjack pipe 3, pile base grouting pipe 7, stake side pressure grouting pipe 8 to the put more energy into bottom of body 1 of prestressed reinforced concrete, and the bottom of pile body and outer side pressure grouting, form stake top mud jacking extruding expanding body 10, stake squeezed compound termination 12, the end, stake side pressure grouting extruding expanding body 11, this mud jacking body and pile concrete bonding are in aggregates, and strength grade of concrete is C30, adopt 32.5
#portland cement; The grouting pressure of stake top madjack pipe 3 and stake side pressure grouting pipe 8 is 3～5MPa, and the grouting pressure of pile base grouting pipe 7 is not less than 30MPa.
Fig. 6-1 and Fig. 6-2nd, the construction technology figure of enhancement mode long auger cast-with-pressure concrete pile, shown in Fig. 6-1 and Fig. 6-2, the work progress of enhancement mode long auger cast-with-pressure concrete pile comprises:
1) lay stake position: according to designing requirement site clearing, measure stake position, and lay auger and hanging device at assigned address;
2) hang the prestressed reinforced concrete body 1 of putting more energy into: the stake position of laying according to scene, lifts the prestressed reinforced concrete body 1 of putting more energy into assigned address with hanging device;
3) sink to the prestressed reinforced concrete body 1 of putting more energy into: in stake position along hoop by the put more energy into shape excavation soil body of body 1 of prestressed reinforced concrete, cutting depth and width are corresponding with reinforced flank 2, adopt stake pile driver that the prestressed reinforced concrete body 1 of putting more energy into vertically, is evenly squeezed in ground;
4) drilling and forming hole: rig hydraulic leg is dropped on to prestressed reinforced concrete and put more energy on body 1, select suitable bore rate according to geological condition, in drilling process, hole body is repaired and retaining wall;
5) reaming at the bottom of hole: after has repaired in stake hole, adopt professional controlled hydraulic technology to open position, stake bottom drill bit and expand the wing, according to the enlarged-diameter aperture of setting;
6) pile body slip casting: after reaming completes at the bottom of hole, carry out at once pile body slip casting, lifting drilling rod repeatedly up and down when slip casting, guarantees that pile body concrete is even;
7) implanted reinforced bar cage 13: after pile body slip casting finishes, to be depressed into design elevation with pile base grouting pipe 7, stake side pressure grouting pipe 8 the reinforcing cage 13 use vibrating devices and the auxiliary Rebar bonding device that connect, in precast reinforced cage 13 implantation process, should guarantee verticality and the implantation depth of reinforcing cage, adopt press device to push down the prestressed reinforced concrete body 1 of putting more energy into simultaneously;
8) high pressure grouting at pile end: after precast reinforced cage 13 has been implanted, by pile grouting pipe 6 to stake bottom high-pressure slip-casting, the stake end expansion end pouch 9 of madjack pipe bottom is expanded, and be cemented to entirety with stake end concrete, form the bearing capacity larger squeezed complex 11 of high-pressure slip-casting in bottom, in mud jacking process, should adopt press device to push down prestressed reinforced concrete put more energy into body 1 and precast reinforced cage 13;
9) stake side high-pressure slip-casting: according to supporting capacity requirement, to stake side pressure grouting, form a stake side pressure grouting extruding expanding body 11 by stake side pressure grouting pipe 8, should adopt press device to push down prestressed reinforced concrete put more energy into body 1 and precast reinforced cage 13 in mud jacking process;
10) stake top mud jacking extruding expanding body slip casting: after stake side pressure grouting completes, by stake top madjack pipe 3 to the stake top prestressed reinforced concrete mud jacking in body 1 bottom foundation soil of putting more energy into, form a stake top mud jacking extruding expanding body 10, in mud jacking process, should adopt press device to push down prestressed reinforced concrete put more energy into body 1 and precast reinforced cage 13.
Claims (8)
1. an enhancement mode long auger cast-with-pressure concrete pile, is characterized in that, is provided with the stake squeezed compound termination, the end and the stake side pressure grouting extruding expanding body that form by slip casing by pressure in bottom, the stake side of pile body; Pile base grouting pipe and stake side pressure grouting pipe are located at respectively inner side and the outside of reinforcing cage spiral stirrup along hoop; The top of pile body is provided with the prestressed reinforced concrete body of putting more energy into, and the body bottom of putting more energy into arranges a top mud jacking extruding expanding body, and top is provided with reinforced flank; Put more energy into and be embedded with prestress steel tendon bush and a stake top Grouting Pipe in body, the two is laid along the even interval of the body hoop of putting more energy into.
2. enhancement mode long auger cast-with-pressure concrete pile according to claim 1, is characterized in that described stake squeezed compound termination, the end is located at pile body bottom, comprises that 1～4 stake end expands end pouch; By expanding end pouch inner high voltage slip casting to stake end, can make the concrete at itself and position, termination be complex as entirety; Stake end expands the geomembrane bag that end pouch adopts intensity to meet the demands, and film bag upper end is connected with the colligation of pile base grouting pipe.
3. enhancement mode long auger cast-with-pressure concrete pile according to claim 1, is characterized in that described stake side pressure grouting extruding expanding body is evenly located at the outside of pile body sidewall along hoop, vertically can arrange together or several along pile body.
4. enhancement mode long auger cast-with-pressure concrete pile according to claim 1, is characterized in that it is the seamless steel pipe of 25mm ~ 38mm that described pile base grouting pipe and stake side pressure grouting pipe all adopt internal diameter; Pile base grouting pipe bottom connects stake end and expands end pouch; Stake side pressure grouting pipe bottom is L-shaped, and bottom extends the outside of pile body topping.
5. enhancement mode long auger cast-with-pressure concrete pile according to claim 1, is characterized in that the described prestressed reinforced concrete embedded bar sleeve pipe in body of putting more energy into, and is inserted with prestressed stretch-draw reinforcing bar in it, and anchoring termination is established at reinforcing bar two ends.
6. enhancement mode long auger cast-with-pressure concrete pile according to claim 1, it is characterized in that described reinforced flank is evenly laid in the put more energy into outside of body of prestressed reinforced concrete along hoop, adopts colligation to be connected between longitudinal reinforcement of laying and steel bar sleeve in it; The interplane angle of sides adjacent is 120 ° or 90 °.
7. enhancement mode long auger cast-with-pressure concrete pile according to claim 1, it is characterized in that described stake top mud jacking extruding expanding body is by forming to stake top madjack pipe mud jacking, madjack pipe adopts the seamless steel pipe that internal diameter is 25mm ~ 38mm, and the degree of depth that its bottom is stretched in foundation soil body is not less than 500mm.
8. enhancement mode long auger cast-with-pressure concrete pile according to claim 1, it is characterized in that described stake squeezed compound termination, the end, stake side pressure grouting extruding expanding body, stake top mud jacking extruding expanding body adopt identical concrete mix, strength grade of concrete is not less than C30.
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| CN201320653982.5U CN203594023U (en) | 2013-10-22 | 2013-10-22 | Enhanced type long auger drilling pressure-grouting concrete pile |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103510510A (en) * | 2013-10-22 | 2014-01-15 | 山东鸿顺集团有限公司 | Reinforced long spiral drilling concrete grouting pile and construction method thereof |
| CN104988907A (en) * | 2015-08-02 | 2015-10-21 | 王继忠 | Construction method of concrete pile |
| CN105926589A (en) * | 2016-06-07 | 2016-09-07 | 中交第二航务工程局有限公司 | Steel pipe pile applicable to coral reef geology and grouting method of steel pipe pile |
| CN114525781A (en) * | 2021-12-28 | 2022-05-24 | 浙江省建筑设计研究院 | Prestressed rod core bag grouting combined anti-floating component and construction method |
-
2013
- 2013-10-22 CN CN201320653982.5U patent/CN203594023U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103510510A (en) * | 2013-10-22 | 2014-01-15 | 山东鸿顺集团有限公司 | Reinforced long spiral drilling concrete grouting pile and construction method thereof |
| CN103510510B (en) * | 2013-10-22 | 2016-02-24 | 山东鸿顺集团有限公司 | A kind of enhancement mode long auger cast-with-pressure concrete pile and construction method |
| CN104988907A (en) * | 2015-08-02 | 2015-10-21 | 王继忠 | Construction method of concrete pile |
| CN105926589A (en) * | 2016-06-07 | 2016-09-07 | 中交第二航务工程局有限公司 | Steel pipe pile applicable to coral reef geology and grouting method of steel pipe pile |
| CN105926589B (en) * | 2016-06-07 | 2017-12-05 | 中交第二航务工程局有限公司 | It is adapted to the steel-pipe pile and its grouting method of coral reef geology |
| CN114525781A (en) * | 2021-12-28 | 2022-05-24 | 浙江省建筑设计研究院 | Prestressed rod core bag grouting combined anti-floating component and construction method |
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