CN201330394Y - Prestressed concrete hollow square pile with pile toe - Google Patents
Prestressed concrete hollow square pile with pile toe Download PDFInfo
- Publication number
- CN201330394Y CN201330394Y CNU2008201824333U CN200820182433U CN201330394Y CN 201330394 Y CN201330394 Y CN 201330394Y CN U2008201824333 U CNU2008201824333 U CN U2008201824333U CN 200820182433 U CN200820182433 U CN 200820182433U CN 201330394 Y CN201330394 Y CN 201330394Y
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- stake
- end plate
- prestressed reinforcement
- pile
- base portion
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Abstract
The utility model relates to a prestressed concrete hollow square pile with a pile toe, which aims to resolve problems that existing hollow square piles are easy to shift, and easy to be damaged and broken during construction. A base portion of a pile body is provided with a square base portion end plate which is provided with a central round hole and is welded with a ferrule, a joint portion of the pile body and a pile head is provided with a prestressed reinforced bar supporting plate with a central round hole, wherein the side length of the prestressed reinforced bar supporting plate is shorter than that of the base portion end plate. The pile toe portion is a square platform, and a square pile toe end plate is arranged at the top end of the square platform. The base portion end plate is connected with the prestressed reinforced bar supporting plate via a prestressed reinforcement cage, the prestreesed reinforced bar supporting plate and the pile toe end plate are connected via a prestressed reinforced bar cage or a steel structural frame and are formed by casting concrete at one step. The utility model has the advantages of greatly increasing intensity of the overall structure, significantly overcoming shortages of nonperpendicularity, shifting, damages and fracture, and markedly improving pile forming quality.
Description
Technical field
The utility model relates to a kind of concrete pile, particularly a kind of pre-stressed concrete hollow square stake with the stake point.
Background technology
Civil engineering is extensive use of preformed pile, prestressed concrete pipe pile and pre-stressed concrete hollow square stake on ground is handled at present.The solid side's stake of prefabricated reinforced concrete is directly concrete to be filled in the prefabricated reinforcing cage, through the natural curing moulding because employing is manually cast.Its point can with the pile body one-shot forming, but since steel can not autofrettage, defective such as concrete strength is on the low side, waste of material is serious, will be substituted by energy-conservation other the high-strength series products of material that subtract.
Prestressed concrete pipe pile and pre-stressed concrete hollow square stake are batch production production, are by fill concrete in prefabricated reinforcing cage, and through technology such as centrifugal, steam-cured and make, have the energy-conservation high-strength advantage of material that subtracts, and more and more are widely used at present.But this type of stake during fabrication, owing to be subjected to the influence of centrifugal forming, often makes all belt end plates of two ends, the stake point is not made of one with pile body, and install after employing will shift to an earlier date prefabricated concrete pile point mostly.This not only makes troubles to construction, and because installation is not in place, tends to cause pile body out of plumb, displacement, as for phenomenons such as breakage fracture.
Summary of the invention
The utility model provides a kind of simple in structure at the problems referred to above of the prior art, making, easy to use, the vertical one of pile body pile crown, significantly overcome out of plumb, displacement, the breakage defective that fractures, the pre-stressed concrete hollow square stake that has improved the band stake point of city quality of pile effectively.
For achieving the above object, the pre-stressed concrete hollow square stake of the utility model band stake point is concrete hollow side's stake of end band point formula pile crown, and the pile body base portion has the square base end plate that is welded with cuff, pile body and the pile crown joint portion of band center hole to have the length of side to be shorter than the prestressed reinforcement gripper shoe of base portion end plate with the belt transect center hole; The stake side of being divided into, tip platform shape, square platform shape stake point have the sharp end plate of square stake; Link to each other by the prestressed reinforcement cage between base portion end plate and the prestressed reinforcement gripper shoe, the prestressed reinforcement gripper shoe links to each other by prestressed reinforcement cage or steel frame with stake point end plate, and is formed by the concrete once-cast.So design, both convenient manufacturing of pile body skeleton by prestressed reinforcement cage connection base portion end plate and prestressed reinforcement gripper shoe are formed has structural performance preferably again; The prestressed reinforcement gripper shoe links to each other by prestressed reinforcement cage or steel frame with stake point end plate, can both guarantee the pile crown structural strength conscientiously; Pile body that connects as one and pile crown skeleton are formed by the concrete once-cast, have stronger overall structure performance.Therefore, it has simple in structure, making, easy to use, and the vertical one of pile body pile crown does not exist installation not in place, causes pile body out of plumb, displacement, as for phenomenons such as breakage fracture, effectively improves the advantage of pile foundation quality.
As optimization, pile body partly has manhole, and pile crown partly has the conical blind hole that communicates with the pile body manhole; The base portion end plate is connected with the sharp end plate of stake by the many equally distributed prestressed reinforcements that pass the prestressed reinforcement gripper shoe.So design, pile body partly has manhole, and pile crown partly has the conical blind hole that communicates with the pile body manhole, can guarantee structural strength, can alleviate the pile body deadweight again as much as possible.The base portion end plate is connected with the sharp end plate of stake by the many equally distributed prestressed reinforcements that pass the prestressed reinforcement gripper shoe, and pile body and pile crown be firm and support with the integral type prestressed reinforcement, and overall construction intensity is better, more convenient manufacturing.
As optimization, the described prestressed reinforcement that passes the prestressed reinforcement gripper shoe is 8, and wherein each middle part, one, every limit, place, four angles is each one; Be shaped on the reinforcing bar through hole on the prestressed reinforcement gripper shoe, the base portion end plate is shaped on the reinforcing bar through hole that a corresponding with it side has the reinforcing bar draw-in groove, also is shaped on the reinforcing bar through hole that the reinforcing bar draw-in groove is arranged in the circumferential equally distributed outside that is harmonious with it on the sharp end plate of stake.So design, the described prestressed reinforcement that passes the prestressed reinforcement gripper shoe is 8, and wherein each middle part, one, every limit, place, four angles is each one, and prestressed reinforcement is in the operation at stake point end plate place when then making with the least possible prestressed reinforcement is more convenient.Two ends have the reinforcing bar through hole of reinforcing bar draw-in groove then to make things convenient for tension reinforcing steel bar and fixedly allow reinforcing bar pass through through hole during the steel tension reinforcing steel bar, fixedly just reinforcing bar are clamp-oned in the draw-in groove during reinforcing bar, and the outer end reinforces clamp, cuts very convenient use again after maintenance is good.After reinforcing bar was clamp-oned draw-in groove, the through hole of vacating also can be used for being connected and fixed a top of a most advanced and sophisticated front edge of board, with other side's stake that links to each other with the base portion end plate, and promptly can the plug-in mounting alignment pin.
As optimization, the sharp end plate of stake also is shaped on center screw or through hole.So design, the top of more convenient equipped pile crown end.
As optimization, between base portion end plate and the prestressed reinforcement gripper shoe except that the main prestressed reinforcement by the sharp end plate of above sensible stake links to each other, also link to each other with the secondary prestressed reinforcement of prestressed reinforcement gripper shoe by the base portion end plate that is connected: prestressed reinforcement gripper shoe and stake point end plate is except that the main prestressed reinforcement by sensible base portion end plate links to each other, and is also continuous by steel frame.So design can improve overall construction intensity greatly.
As optimization, described reinforcing cage is formed by connecting by many axial prestress reinforcing bar and spiral reinforcements arranged side by side.So design, structural performance is better.
After adopting technique scheme, the pre-stressed concrete hollow square stake of the utility model band stake point has simple in structure, make easy to use, the vertical one of pile body stake point, can improve overall construction intensity greatly, significantly overcome out of plumb, displacement, the breakage defective that fractures, the advantage that pile quality significantly improves.
Description of drawings
Fig. 1 is the sectional structure schematic diagram of the pre-stressed concrete hollow square stake of the utility model band stake point;
Fig. 2 is the A-A view of Fig. 1;
Fig. 3 is the B-B view of Fig. 1;
Fig. 4 is the structural representation of base portion end plate of the pre-stressed concrete hollow square stake of the utility model band stake point;
Fig. 5 be the utility model band stake point the pre-stressed concrete hollow square stake the stake sharp end plate structural representation.
The specific embodiment
As shown in the figure, the pre-stressed concrete hollow square stake of the utility model band stake point is concrete hollow side's stake of band side, end platform shape pile crown 8, and pile body 3 base portions have the square base end plate 1 that is welded with cuff 2 of band center hole 6, pile body 3 to have the length of side to be shorter than the prestressed reinforcement gripper shoe 7 of base portion end plate 1 with belt transect center hole 6 with pile crown 8 joint portions; There is the sharp end plate 9 of square stake sharp 8 ends of stake; Link to each other by the prestressed reinforcement cage between base portion end plate 1, prestressed reinforcement gripper shoe 7 and the sharp end plate 9 of stake, and form by the concrete once-cast.Described reinforcing cage is formed by connecting by eight axial prestress reinforcing bar 4 and spiral reinforcements arranged side by side.Eight axial prestress reinforcing bars arranged side by side 4 connect the base portion end plate 1 and the sharp end plate 9 of stake at two ends by the reinforcing bar through hole on the prestressed reinforcement gripper shoe 7 10.
Claims (6)
1, a kind of pre-stressed concrete hollow square stake with the stake point, be concrete hollow side's stake of end band point formula pile crown, it is characterized in that the pile body base portion has the square base end plate that is welded with cuff, pile body and the pile crown joint portion of band center hole to have the length of side to be shorter than the prestressed reinforcement gripper shoe of base portion end plate with the belt transect center hole; The stake side of being divided into, tip platform shape, square platform shape stake point have the sharp end plate of square stake; Link to each other by the prestressed reinforcement cage between base portion end plate and the prestressed reinforcement gripper shoe, the prestressed reinforcement gripper shoe links to each other by prestressed reinforcement cage or steel frame with stake point end plate, and is formed by the concrete once-cast.
2, according to the pre-stressed concrete hollow square stake of the described band stake of claim 1 point, it is characterized in that pile body partly has manhole, pile crown partly has the conical blind hole that communicates with the pile body manhole; The base portion end plate is connected with the sharp end plate of stake by the many equally distributed prestressed reinforcements that pass the prestressed reinforcement gripper shoe.
3, according to the pre-stressed concrete hollow square stake of the described band stake of claim 2 point, it is characterized in that the described prestressed reinforcement that passes the prestressed reinforcement gripper shoe is 8, wherein each middle part, one, every limit, place, four angles is each one; Be shaped on the reinforcing bar through hole on the prestressed reinforcement gripper shoe, the base portion end plate is shaped on the reinforcing bar through hole that a corresponding with it side has the reinforcing bar draw-in groove, also is shaped on the reinforcing bar through hole that the reinforcing bar draw-in groove is arranged in the circumferential equally distributed outside that is harmonious with it on the sharp end plate of stake.
4,, it is characterized in that the sharp end plate of stake also is shaped on center screw or through hole according to the pre-stressed concrete hollow square stake of the described band stake of claim 3 point.
5, according to the sharp pre-stressed concrete hollow square stake of the described band stake of claim 4, it is characterized in that between base portion end plate and the prestressed reinforcement gripper shoe except that the main prestressed reinforcement by the sharp end plate of above sensible stake links to each other, also linking to each other with the secondary prestressed reinforcement of prestressed reinforcement gripper shoe by the base portion end plate that is connected; Prestressed reinforcement gripper shoe and stake point end plate is except that the main prestressed reinforcement by sensible base portion end plate links to each other, and is also continuous by steel frame.
6, according to the pre-stressed concrete hollow square stake of claim 1 or 2 or 3 or 4 or 5 described band stake points, it is characterized in that described reinforcing cage is formed by connecting by many axial prestress reinforcing bar and spiral reinforcements arranged side by side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201824333U CN201330394Y (en) | 2008-12-31 | 2008-12-31 | Prestressed concrete hollow square pile with pile toe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201824333U CN201330394Y (en) | 2008-12-31 | 2008-12-31 | Prestressed concrete hollow square pile with pile toe |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201330394Y true CN201330394Y (en) | 2009-10-21 |
Family
ID=41223771
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008201824333U Expired - Lifetime CN201330394Y (en) | 2008-12-31 | 2008-12-31 | Prestressed concrete hollow square pile with pile toe |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201330394Y (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101758556B (en) * | 2010-01-08 | 2011-06-15 | 福建省大地管桩有限公司 | Manufacturing method of concrete head-forging pipe pile with tapered pile tip |
| CN102140795A (en) * | 2010-02-01 | 2011-08-03 | 宿迁市固丰管桩有限公司 | Steel pile tip of prestressed concrete pipe pile |
| CN102205552A (en) * | 2011-05-23 | 2011-10-05 | 大连大金马基础建设有限公司 | Pile tip pouring die for prestress pile production line |
| CN102212992A (en) * | 2010-04-06 | 2011-10-12 | 盐城市双强管桩有限公司 | Rectangular Pre-stressed reinforced concrete hollow pile with internal thread or internal groove and method for processing hollow pile |
| CN102352631A (en) * | 2011-11-12 | 2012-02-15 | 颜剑鸣 | Steel enclosure material guide cone |
| CN104314075A (en) * | 2014-10-14 | 2015-01-28 | 大连力宏建筑材料有限公司 | Conical concrete pile tip, tubular pile provided with pile tip and production method of tubular pile |
| CN104652429A (en) * | 2014-12-30 | 2015-05-27 | 河南省建筑设计研究院有限公司 | Connection device for concrete hollow pile and steel pile head |
-
2008
- 2008-12-31 CN CNU2008201824333U patent/CN201330394Y/en not_active Expired - Lifetime
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101758556B (en) * | 2010-01-08 | 2011-06-15 | 福建省大地管桩有限公司 | Manufacturing method of concrete head-forging pipe pile with tapered pile tip |
| CN102140795A (en) * | 2010-02-01 | 2011-08-03 | 宿迁市固丰管桩有限公司 | Steel pile tip of prestressed concrete pipe pile |
| CN102140795B (en) * | 2010-02-01 | 2016-02-03 | 江苏固丰管桩集团有限公司 | A kind of prestressed concrete pipe pile steel pile tip |
| CN102212992A (en) * | 2010-04-06 | 2011-10-12 | 盐城市双强管桩有限公司 | Rectangular Pre-stressed reinforced concrete hollow pile with internal thread or internal groove and method for processing hollow pile |
| CN102212992B (en) * | 2010-04-06 | 2013-07-17 | 盐城市双强管桩有限公司 | Rectangular Pre-stressed reinforced concrete hollow pile with internal thread or internal groove and method for processing hollow pile |
| CN102205552A (en) * | 2011-05-23 | 2011-10-05 | 大连大金马基础建设有限公司 | Pile tip pouring die for prestress pile production line |
| CN102205552B (en) * | 2011-05-23 | 2012-08-29 | 大连大金马基础建设有限公司 | Pile tip pouring die for prestress pile production line |
| CN102352631A (en) * | 2011-11-12 | 2012-02-15 | 颜剑鸣 | Steel enclosure material guide cone |
| CN104314075A (en) * | 2014-10-14 | 2015-01-28 | 大连力宏建筑材料有限公司 | Conical concrete pile tip, tubular pile provided with pile tip and production method of tubular pile |
| CN104652429A (en) * | 2014-12-30 | 2015-05-27 | 河南省建筑设计研究院有限公司 | Connection device for concrete hollow pile and steel pile head |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20091021 |
|
| CX01 | Expiry of patent term |