CN101851917A - Connection structure used for pull-out resistant pile foundation and connecting method thereof - Google Patents
Connection structure used for pull-out resistant pile foundation and connecting method thereof Download PDFInfo
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- CN101851917A CN101851917A CN 201010198765 CN201010198765A CN101851917A CN 101851917 A CN101851917 A CN 101851917A CN 201010198765 CN201010198765 CN 201010198765 CN 201010198765 A CN201010198765 A CN 201010198765A CN 101851917 A CN101851917 A CN 101851917A
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- 238000000034 method Methods 0.000 title claims abstract description 12
- 210000003205 muscle Anatomy 0.000 claims description 16
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 claims description 3
- 238000003780 insertion Methods 0.000 claims 1
- 230000037431 insertion Effects 0.000 claims 1
- 230000007547 defect Effects 0.000 abstract 1
- 238000003466 welding Methods 0.000 description 13
- 238000010276 construction Methods 0.000 description 7
- 238000010586 diagram Methods 0.000 description 4
- 238000001816 cooling Methods 0.000 description 3
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
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Abstract
The invention discloses a connection structure used for a pull-out resistant pile foundation, which comprises two square end plates, wherein the two square end plates are fixedly arranged on two square pull-out resistant pile heads respectively; a plurality of bar-shaped mechanical connecting cards are clamped outside the two square end plates at the joint of the two square pull-out resistant pile heads; and the bar-shaped mechanical connecting cards are fixedly connected to the square end plates through a plurality of bolts to ensure that an upper pull-out resistant pile and a lower pull-out resistant pile are connected together. The invention aims to overcome the defects in the prior art and provides the connection structure which has a simple structure, can quickly and fixedly connect the two pull-out resistant piles together, and is safe and reliable; and the invention has the other aim of providing a method for connecting the two pull-out resistant piles together by adopting the connection structure.
Description
Technical field
The present invention relates to a kind of syndeton that is used for pull-out resistant pile foundation; The invention still further relates to a kind of method that adopts this syndeton to connect uplift pile.
Background technology
Along with the raising of the significance level of modern building and the continuous increase of building height, supporting capacity to ground is had higher requirement, natural ground can better not born the load that upper building transmits, and use concrete pile to do the foundation pile of ground, with pile press stake being pressed into becomes foundation pile after underground, allows foundation pile top carrying building.The concrete pipe pile foundation of building construction in the past mainly bears the vertical compression load, but present many pile foundations then will be born vertical compression load and vertical drawing load simultaneously.More existing in recent years engineerings require to reduce under the pressure promotion of construction costs the owner, and pile tube is used as uplift pile.Being used for the pile tube of resistance to plucking engineering at present because joint is connected to the electric welding welding, and there is certain potential safety hazard in this kind welding manner, mainly is that the welding of tubular pile head place end plate and end plate exists potential safety hazard.Be construction quality problem on the one hand.Because on-the-spot pile foundation construction unit and personnel's level difference causes the mass discrepancy of pile crown and pile crown welding bigger, the quality of welding quality directly influences the use of uplift pile, causes potential safety hazard to engineering.This on the other hand welding manner required time is bigger, has influenced the progress of engineering, increases constructor's workload simultaneously.Because after pile crown and the pile crown welding, need can carry out pile sinking after the problem cooling at 10～15 minutes places to be welded, wasted a large amount of time, influenced the efficient of construction.Many pile foundation construction personnel do not wait the weld cooling just to continue pile sinking simultaneously, have reduced the quality of welding.
Summary of the invention
The objective of the invention is in order to overcome weak point of the prior art, provide a kind of simple in structure, can make fixedly connected fast, the safe and reliable syndeton of two uplift piles;
Another object of the present invention is for a kind of method that adopts above-mentioned syndeton to connect two uplift piles is provided.
In order to achieve the above object, the present invention adopts following scheme:
A kind of syndeton that is used for pull-out resistant pile foundation, comprise the square endplate that is fixedly installed on respectively on the two square resistance to plucking pile crowns, outside two square endplates of square resistance to plucking pile crown joint, be arranged with a plurality of bar shaped mechanical connection cards, thereby described bar shaped mechanical connection cartoon is crossed a plurality of screw and is connected and makes on the square endplate up and down that two uplift piles link together.
The aforesaid syndeton that is used for pull-out resistant pile foundation, it is characterized in that described square endplate comprises a square Plate with web, be provided with a plurality of end to end companies on outside being provided with on the described square Plate with web outside and bind round plate, described company binds round plate and is connected step with square Plate with web outward flange formation one, in the middle of described square Plate with web, be provided with the pile extension mouth, bind round in described company and be provided with the connection screw on the plate.
The aforesaid syndeton that is used for pull-out resistant pile foundation, it is characterized in that described bar shaped mechanical connection card comprises bar shaped card body, on described bar shaped card body, be provided with a strip groove that can be connected on upper and lower two square endplates, about described strip groove, be provided with a plurality of connecting holes on the bar shaped card body at two ends.
The aforesaid syndeton that is used for pull-out resistant pile foundation is characterized in that being evenly equipped with a plurality of holes that are connected that are used for connecting reinforcement on described square Plate with web.
The aforesaid syndeton that is used for pull-out resistant pile foundation, it is characterized in that the described hole that is connected comprises a screw stretch-draw hole and a heavy muscle hole, be provided with the muscle groove between described screw stretch-draw hole and heavy muscle hole, its head of reinforcing bar inserts behind screw stretch-draw hole hoop and passed the muscle groove and be stuck in then on the heavy muscle hole.
The aforesaid syndeton that is used for pull-out resistant pile foundation is characterized in that being provided with collar apertures in described the company on the garter spring, can be provided with steel hoop on described collar apertures.
The aforesaid syndeton that is used for pull-out resistant pile foundation is characterized in that described bar shaped mechanical connection card is four.
A kind of method that adopts above-mentioned syndeton to connect pull-out resistant pile foundation of the present invention is characterized in that may further comprise the steps:
A, on its head of uplift pile, circular end plate is set;
Before B, the pile extension, drawn the perpendicular positioning line at its connection screw center of square endplate at upper and lower two pile crowns, the perpendicular positioning line at pile crown place aligns mutually about making during pile extension, guarantees the connection screw alignment mutually up and down on two square endplates simultaneously;
C, square endplate and bar shaped mechanical connection card are cleaned out, and checked the smooth of square endplate end face with hairbrush;
D, bar shaped mechanical connection card is blocked on the connection step of two pile head end plates, adjust the position of bar shaped mechanical connection card, connecting hole on the bar shaped mechanical connection card is alignd with the screw that is connected on the end plate, then connecting hole be connected screw on the screw of screwing on reinforce, make fixedlying connected between concrete pile and the stake.
In sum, beneficial effect of the present invention:
Utilize the method for the invention can guarantee the quality that pull-out resistant pile foundation connects, improved the concrete pile construction quality, effectively avoid the generation of engineering safety accident, significantly reduce engineering safety hidden danger.
And at present concrete pile with between to be connected be at the scene to welding between end plate on the concrete pile and the end plate, because there are certain difference in limitation of field condition and site operation person's operant level, the quality of welding quality directly influences the use of uplift pile, can't guarantee the quality of weld seam, thereby make the concrete pile in the soil have certain engineering safety hidden danger.Simultaneously present this weld seam connected mode required time is bigger, has influenced the progress of engineering, increases constructor's workload simultaneously.Because after pile crown and the pile crown welding, need can carry out pile sinking after the problem cooling at 10～15 minutes places to be welded, wasted a large amount of time, influenced the efficient of construction.
Show that with observation mechanical connection method of the present invention is feasible by a plurality of field engineering practices.The bonding strength of the concrete pile of finishing by this mechanical connection method meets the demands, and required time is less simultaneously, does not need welding, the spent time is 2～3 minutes, finish connection after, can continue pile sinking, do not need to wait for the regular hour, saved the pile extension time greatly.
Description of drawings
Fig. 1 is a schematic diagram of the present invention;
Fig. 2 is the schematic diagram of square endplate and bar shaped mechanical connection card connection;
Fig. 3 is the schematic perspective view of square endplate;
Fig. 4 is the schematic diagram of steel hoop and square endplate, bar shaped mechanical connection card connection;
Fig. 5 is the overlooking surface schematic diagram of square endplate;
Fig. 6 is the generalized section of A-A among Fig. 5;
Fig. 7 is the schematic perspective view of bar shaped mechanical connection card;
Fig. 8 is the front view of bar shaped mechanical connection card;
Fig. 9 is the generalized section of B-B among Fig. 8.
The specific embodiment
Below in conjunction with the description of drawings and the specific embodiment the present invention is described further:
A kind of syndeton that is used for pull-out resistant pile foundation shown in Fig. 1 to 9, comprise the square endplate 1 that is fixedly installed on respectively on the two square resistance to plucking pile crowns, outside two square endplates 1 of square resistance to plucking pile crown joint, be arranged with a plurality of bar shaped mechanical connection cards 2, thereby described bar shaped mechanical connection card 2 is connected by a plurality of screw and makes on the square endplate 1 up and down that two uplift piles link together.
The present invention is evenly equipped with a plurality of holes 16 that are connected for connecting reinforcement at described square Plate with web 11; The described hole 16 that is connected comprises a screw stretch-draw hole 17 and a heavy muscle hole 18; Between described screw stretch-draw hole 17 and heavy muscle hole 18, be provided with muscle groove 19; The aperture of described screw stretch-draw hole 17 its its heads of aperture ratio reinforcing bar is big; In described heavy muscle hole 18, be provided with a clamping step; After its head of reinforcing bar inserts earlier screw stretch-draw hole 17; Reinforced steel bar ring was stuck on the heavy muscle hole 18 to passing muscle groove 19 its heads of rear reinforcing bar
Be provided with collar apertures 121 in described the company on the garter spring 12, on described collar apertures 121, can be provided with steel hoop 3.
The present invention adopts above-mentioned syndeton to connect the method for two uplift piles, may further comprise the steps:
A, on its head of uplift pile, square endplate 1 is set;
Before B, the pile extension, it connects screw 15 centers and has drawn the perpendicular positioning line at the square endplate 1 of two pile crowns up and down, makes during pile extension up and down that the perpendicular positioning line at pile crown place aligns mutually, guarantees the connection screw 15 upper and lower mutual alignment on two square endplates 1 simultaneously;
C, square endplate 1 and bar shaped mechanical connection card 2 are cleaned out, and checked the smooth of square endplate 1 end face with hairbrush;
D, bar shaped mechanical connection card 2 is blocked on the connection step 13 of two pile head end plates, adjust the position of bar shaped mechanical connection card 2, connecting hole 23 on the bar shaped mechanical connection card 2 is alignd with the screw 15 that is connected on the square endplate 1, then connecting hole 23 be connected screw 15 on the screw of screwing on reinforce, make fixedlying connected between concrete pile and the stake.
Claims (8)
1. syndeton that is used for pull-out resistant pile foundation, it is characterized in that: comprise the square endplate (1) that is fixedly installed on respectively on the two square resistance to plucking pile crowns, be arranged with a plurality of bar shaped mechanical connection cards (2) outside two square endplates (1) of square resistance to plucking pile crown joint, described bar shaped mechanical connection card (2) is connected square endplate (1) by a plurality of screw thereby two uplift piles is up and down linked together.
2. the syndeton that is used for pull-out resistant pile foundation according to claim 1, it is characterized in that described square endplate (1) comprises a square Plate with web (11), be provided with a plurality of end to end companies on outside being provided with on described square Plate with web (11) outside and bind round plate (12), described company binds round plate (12) and is connected step (13) with square Plate with web (11) outward flange formation one, in the middle of described square Plate with web (11), be provided with pile extension mouth (14), bind round in described company and be provided with connection screw (15) on the plate (12).
3. the syndeton that is used for pull-out resistant pile foundation according to claim 1, it is characterized in that described bar shaped mechanical connection card (2) comprises bar shaped card body (21), be provided with a strip groove (22) that can be connected on upper and lower two square endplates (1) on the described bar shaped card body (21), be provided with a plurality of connecting holes (23) on the bar shaped card body (21) at two ends up and down at described strip groove (22).
4. the syndeton that is used for pull-out resistant pile foundation according to claim 2 is characterized in that being evenly equipped with a plurality of holes that are connected (16) that are used for connecting reinforcement on described square Plate with web (11).
5. the syndeton that is used for pull-out resistant pile foundation according to claim 4, it is characterized in that the described hole that is connected (16) comprises a screw stretch-draw hole (17) and a heavy muscle hole (18), be provided with muscle groove (19) between described screw stretch-draw hole (17) and heavy muscle hole (18), its back, head insertion screw stretch-draw hole (17) hoop of reinforcing bar passed muscle groove (19) and was stuck in then on the heavy muscle hole (18).
6. the syndeton that is used for pull-out resistant pile foundation according to claim 5 is characterized in that being provided with collar apertures (121) in described the company on the garter spring (12), can be provided with steel hoop (3) on described collar apertures (121).
7. the syndeton that is used for pull-out resistant pile foundation according to claim 1 is characterized in that described bar shaped mechanical connection card (2) is four.
8. the method for attachment of a pull-out resistant pile foundation is characterized in that adopting each described syndeton among the claim 1-6, and this method may further comprise the steps:
A, on its head of uplift pile, circular end plate is set;
Before B, the pile extension, drawn the perpendicular positioning line at its connection screw center of square endplate at upper and lower two pile crowns, the perpendicular positioning line at pile crown place aligns mutually about making during pile extension, guarantees the connection screw alignment mutually up and down on two square endplates simultaneously;
C, square endplate and bar shaped mechanical connection card are cleaned out, and checked the smooth of square endplate end face with hairbrush;
D, bar shaped mechanical connection card is blocked on the connection step of two pile head end plates, adjust the position of bar shaped mechanical connection card, connecting hole on the bar shaped mechanical connection card is alignd with the screw that is connected on the end plate, then connecting hole be connected screw on the screw of screwing on reinforce, make fixedlying connected between concrete pile and the stake.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010101987652A CN101851917B (en) | 2010-06-12 | 2010-06-12 | Connection structure used for pull-out resistant pile foundation and connecting method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010101987652A CN101851917B (en) | 2010-06-12 | 2010-06-12 | Connection structure used for pull-out resistant pile foundation and connecting method thereof |
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| CN101851917A true CN101851917A (en) | 2010-10-06 |
| CN101851917B CN101851917B (en) | 2012-07-18 |
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| CN2010101987652A Active CN101851917B (en) | 2010-06-12 | 2010-06-12 | Connection structure used for pull-out resistant pile foundation and connecting method thereof |
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Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102021908A (en) * | 2010-11-30 | 2011-04-20 | 上海中技桩业股份有限公司 | Mechanical connection structure and construction method for splicing precast square piles |
| CN102071686A (en) * | 2010-11-30 | 2011-05-25 | 上海中技桩业股份有限公司 | T-type groove mechanical pile extension structure for prefabricated square pile and construction method |
| CN102359102A (en) * | 2011-08-17 | 2012-02-22 | 上海奥米制药装备有限公司 | Square cylindrical corrugated tube pile and processing method thereof |
| CN102535454A (en) * | 2012-03-02 | 2012-07-04 | 江苏中技桩业有限公司 | Multi-nut-bed assembly type uplift resistance connector |
| CN102758431A (en) * | 2012-08-01 | 2012-10-31 | 天津建城基业集团有限公司 | Solid square pile joint connection structure |
| CN106149658A (en) * | 2016-08-25 | 2016-11-23 | 江苏大津重工有限公司 | A kind of jack up broken stone pile offshore engineering platform leg and processing technology thereof |
| CN106320324A (en) * | 2016-09-20 | 2017-01-11 | 俞晓东 | Pile sleeve hoop of improved structure |
| CN109322304A (en) * | 2018-11-08 | 2019-02-12 | 江苏隆兴建设工程有限公司 | Connector bindiny mechanism for prestress pulling resistant stake |
| CN109356148A (en) * | 2018-10-23 | 2019-02-19 | 江苏金鼎基础建材有限公司 | A kind of resistance to plucking square pile pile extension enhancement device |
| CN114108605A (en) * | 2021-12-21 | 2022-03-01 | 福建金固建材有限公司 | Prefabricated uplift pile and connecting device |
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| JPH08333743A (en) * | 1995-06-06 | 1996-12-17 | Kojima Seisakusho:Kk | Joint structure of pile body |
| CN1480593A (en) * | 2002-09-06 | 2004-03-10 | 西胁醇 | Connection structure of pile |
| CN201045186Y (en) * | 2007-05-11 | 2008-04-09 | 上海中技桩业发展有限公司 | Concrete square pile joint |
| CN201660882U (en) * | 2010-06-12 | 2010-12-01 | 江苏建华管桩有限公司 | Connecting structure for uplift pile |
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2010
- 2010-06-12 CN CN2010101987652A patent/CN101851917B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08333743A (en) * | 1995-06-06 | 1996-12-17 | Kojima Seisakusho:Kk | Joint structure of pile body |
| CN1480593A (en) * | 2002-09-06 | 2004-03-10 | 西胁醇 | Connection structure of pile |
| CN201045186Y (en) * | 2007-05-11 | 2008-04-09 | 上海中技桩业发展有限公司 | Concrete square pile joint |
| CN201660882U (en) * | 2010-06-12 | 2010-12-01 | 江苏建华管桩有限公司 | Connecting structure for uplift pile |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102021908A (en) * | 2010-11-30 | 2011-04-20 | 上海中技桩业股份有限公司 | Mechanical connection structure and construction method for splicing precast square piles |
| CN102071686A (en) * | 2010-11-30 | 2011-05-25 | 上海中技桩业股份有限公司 | T-type groove mechanical pile extension structure for prefabricated square pile and construction method |
| CN102021908B (en) * | 2010-11-30 | 2012-10-03 | 上海中技桩业股份有限公司 | Mechanical connection structure and construction method for splicing precast square piles |
| CN102359102A (en) * | 2011-08-17 | 2012-02-22 | 上海奥米制药装备有限公司 | Square cylindrical corrugated tube pile and processing method thereof |
| CN102535454A (en) * | 2012-03-02 | 2012-07-04 | 江苏中技桩业有限公司 | Multi-nut-bed assembly type uplift resistance connector |
| CN102535454B (en) * | 2012-03-02 | 2014-05-28 | 江苏中技桩业有限公司 | Multi-nut-bed assembly type uplift resistance connector |
| CN102758431A (en) * | 2012-08-01 | 2012-10-31 | 天津建城基业集团有限公司 | Solid square pile joint connection structure |
| CN106149658A (en) * | 2016-08-25 | 2016-11-23 | 江苏大津重工有限公司 | A kind of jack up broken stone pile offshore engineering platform leg and processing technology thereof |
| CN106320324A (en) * | 2016-09-20 | 2017-01-11 | 俞晓东 | Pile sleeve hoop of improved structure |
| CN109356148A (en) * | 2018-10-23 | 2019-02-19 | 江苏金鼎基础建材有限公司 | A kind of resistance to plucking square pile pile extension enhancement device |
| CN109322304A (en) * | 2018-11-08 | 2019-02-12 | 江苏隆兴建设工程有限公司 | Connector bindiny mechanism for prestress pulling resistant stake |
| CN114108605A (en) * | 2021-12-21 | 2022-03-01 | 福建金固建材有限公司 | Prefabricated uplift pile and connecting device |
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| Publication number | Publication date |
|---|---|
| CN101851917B (en) | 2012-07-18 |
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Address after: 212413 Jurong City, Jiangsu Province under the town along the Yangtze River Development Zone Patentee after: Jianhua building materials (Jiangsu) Co., Ltd. Address before: 212413 Development Zone along the Yangtze River, Shu Shu Town, Jiangsu, Jurong Patentee before: Jiangsu builds China pipe pile Co., Ltd. |
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Address after: 212413 the development zone along the Yangtze River in Xia Shu Town, Jurong City, Zhenjiang, Jiangsu Patentee after: Jianhua building materials (China) Co., Ltd. Address before: 212413 the development zone along the Yangtze River in Xia Shu Town, Jurong City, Zhenjiang, Jiangsu Patentee before: Jianhua building materials (Jiangsu) Co., Ltd. |
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Denomination of invention: Connection structure used for pull-out resistant pile foundation and connecting method thereof Effective date of registration: 20200403 Granted publication date: 20120718 Pledgee: Industrial Bank Co., Ltd. Zhenjiang Branch Pledgor: JIANHUA CONSTRUCTION MATERIALS (CHINA) Co.,Ltd. Registration number: Y2020980001285 |
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Date of cancellation: 20210927 Granted publication date: 20120718 Pledgee: Industrial Bank Co.,Ltd. Zhenjiang Branch Pledgor: JIANHUA CONSTRUCTION MATERIALS (CHINA) Co.,Ltd. Registration number: Y2020980001285 |
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