CN206090561U - Stake pipe cracked spiral ground stake in time of preventing to drive piles - Google Patents

Stake pipe cracked spiral ground stake in time of preventing to drive piles Download PDF

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Publication number
CN206090561U
CN206090561U CN201620984118.7U CN201620984118U CN206090561U CN 206090561 U CN206090561 U CN 206090561U CN 201620984118 U CN201620984118 U CN 201620984118U CN 206090561 U CN206090561 U CN 206090561U
Authority
CN
China
Prior art keywords
stake
pipe
pile
pile pipe
spiral
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201620984118.7U
Other languages
Chinese (zh)
Inventor
冯玮
杨民
秦荣
陈其康
罗光明
吕康
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Liyang Qiangsheng Technology Co Ltd
Original Assignee
Liyang Qiangsheng Technology Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Liyang Qiangsheng Technology Co Ltd filed Critical Liyang Qiangsheng Technology Co Ltd
Priority to CN201620984118.7U priority Critical patent/CN206090561U/en
Application granted granted Critical
Publication of CN206090561U publication Critical patent/CN206090561U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a stake pipe cracked spiral ground stake in time of preventing to drive piles belongs to spiral ground stake field. The utility model discloses a stake pipe cracked spiral ground stake in time of preventing to drive piles, including the stake pipe that is the cylinder form, stake pipe go up the cover and be equipped with helical blade, the front end of stake pipe form tip cone part, stake pipe the rear end along same circumference distribute the welding have four for with spiral stake rig on the fixture block of the sleeve pipe looks block that sets up, stake pipe the rear end and be located the fixture block below and be provided with four through -holes, there is the nut wherein three through -hole along same circumference evenly distributed, and three through -hole outside all welding. The utility model discloses structural design is ingenious, through add four with spiral stake rig on the fixture block of the sleeve pipe looks block that sets up, the strength equipartition that produces spiral stake rig is on four fixture blocks, the atress is even, the stake pipe exchanges cracked condition when having improved current pile.

Description

It is a kind of can prevent drive piles when pile pipe fracture spiral ground pile
Technical field
The utility model is related to a kind of spiral ground pile, more particularly, it relates to it is a kind of can prevent drive piles when pile pipe fracture Spiral ground pile.
Background technology
Popularization with Solar use with promote, solar power silicon tabula rasa erection amount is more and more big, current silicon tabula rasa Support adopts in a large number spiral ground pile, and in order to improve operating efficiency and reduce labour intensity, all spiral ground piles can all adopt screw pile Rig creeps into.Bolt box can be typically reserved with existing spiral ground pile, be passed through between spiral ground pile and screw pile rig Bolt box and pin connect, during piling, due to subsurface geology situation complexity, and continue during stress when driving piles, The rotating of impact, therefore local pile pipe runs into big resistance in ground end, what the bolt hole that can be allowed in spirally pile pipe was subject to Stress is strengthened, and when maximum yield strength of this stress more than steel, steel can deform, and eventually results in spirally pile pipe and breaks Split, and spiral ground pile deformation or tear can cause to scrap, and need to extract pile pipe or rearrange bore position to be done over again, this Sample is very big to whole Effects on Engineering.
The content of the invention
1. the utility model technical problem to be solved
The purpose of this utility model is to overcome bolt box on existing spiral ground pile to be done by the strength of screw pile rig The deformation even deficiency of tear, there is provided a kind of spiral ground pile of pile pipe fracture when can prevent from driving piles, using of the present utility model Technical scheme, smart structural design, by setting up four fixture blocks fastened with the sleeve pipe of setting on screw pile rig, by spiral The strength that stake rig is produced is distributed on four fixture blocks, uniform force, the situation of pile pipe easy fracture when improving existing piling.
2. technical scheme
To reach above-mentioned purpose, the technical scheme that the utility model is provided is:
It is of the present utility model it is a kind of can prevent drive piles when pile pipe fracture spiral ground pile, including in cylindrical shape pile pipe, Helical blade is arranged with described pile pipe;The front end of described pile pipe forms pointed cone portion;The rear end of described pile pipe is along same Circle distribution is welded with four fixture blocks to fasten with the sleeve pipe of setting on screw pile rig;The rear end of described pile pipe and Fixture block lower section is provided with four through holes, wherein three through holes are distributed along same even circumferential, and three through hole outsides are welded It is connected to nut.
Further, described pointed cone portion has 9 top-down cutting crest lines;Offer in described pointed cone portion Exhaust hole.
Further, the bottom of described pile pipe and middle part distribution is welded with helical blade, and the helical blade is opening Bung flange shape.
3. beneficial effect
The technical scheme provided using the utility model, compared with existing known technology, is had the advantages that:
(1) it is of the present utility model it is a kind of can prevent drive piles when pile pipe fracture spiral ground pile, the rear end of its pile pipe is along same Circle distribution is welded with four to the fixture block fastened with the sleeve pipe of setting on screw pile rig, and screw pile rig is produced Strength is distributed on four fixture blocks, uniform force, and pile pipe rotating repeatedly will not damage pile pipe when producing impact, it is to avoid occur The section of bolt hole produces dislocation skew the deformation even problem of tear, and quick for installation between pile pipe and screw pile rig, and The size of fixture block can be designed as needed;
(2) a kind of spiral ground pile of pile pipe fracture when can prevent from driving piles of the present utility model, the rear end of its pile pipe and is located at Fixture block lower section is provided with four through holes, and each through hole is located at immediately below above-mentioned fixture block, wherein three through hole outsides are welded with spiral shell Mother, wherein three through hole outsides are welded with nut, the nut only alone may act as the connector fixed with outer body structure;
(3) spiral ground pile of a kind of pile pipe fracture when can prevent from driving piles of the present utility model, its pointed cone portion has 9 from upper And under cutting crest line, the presence for cutting crest line improves pile pipe and bores the ground efficiency and adaptability to hard soil condition, reduces brill Ground resistance, pile pipe not easy fracture when can further ensure that piling.
Description of the drawings
Fig. 1 be it is of the present utility model it is a kind of can prevent drive piles when pile pipe fracture spiral ground pile structural representation;
Fig. 2 be it is of the present utility model it is a kind of can prevent drive piles when pile pipe fracture spiral ground pile in pointed cone portion structural representation Figure;
Fig. 3 is to arrange on a kind of spiral ground pile and the screw pile rig of pile pipe fracture when can prevent from driving piles of the present utility model Sleeve pipe connection diagram.
Label declaration in schematic diagram:1st, pile pipe;2nd, helical blade;3rd, pointed cone portion;31st, crest line is cut;32nd, it is vented logical Hole;4th, fixture block;5th, nut;6th, sleeve pipe;61st, draw-in groove.
Specific embodiment
To further appreciate that content of the present utility model, the utility model is described in detail in conjunction with the accompanying drawings and embodiments.
Embodiment
With reference to Fig. 1 and Fig. 2, the spiral ground pile of pile pipe fracture when the present embodiment a kind of can prevent from driving piles, including in cylinder The pile pipe 1 of body shape, is arranged with helical blade 2 in pile pipe 1, the specially bottom of pile pipe 1 and middle part distribution is welded with helical blade 2, the helical blade 2 is opening bung flange shape, not only facilitates manufacture, assembling and welds, and is also ensured using two sections of helical blades 2 Pile anchoring strength;The front end of pile pipe 1 forms pointed cone portion 3, and pointed cone portion 3 has 9 top-down cutting crest lines 31, cutting The presence of crest line 31 improves pile pipe and bores ground efficiency and the adaptability to hard soil condition, reduces brill ground resistance, can be further Guarantee pile pipe not easy fracture during piling;Exhaust hole 32 is offered in pointed cone portion 3;Weld along same circle distribution the rear end of pile pipe 1 Four fixture blocks 4 to fasten with the sleeve pipe 6 of setting on screw pile rig are connected to, the strength that screw pile rig is produced is uniform On four fixture blocks 4, uniform force, the rotating repeatedly of pile pipe 1 will not damage pile pipe when producing impact, it is to avoid bolt hole occur Section produce dislocation skew the deformation even problem of tear, it is and quick for installation between pile pipe 1 and screw pile rig, and fixture block Size can be designed as needed;Concrete attachment structure is (shown in Figure 3):" T " font card is opened up on sleeve pipe 6 Groove, fixture block 4 engages along the vertical slot and then translot of draw-in groove, and simple structure is easy for installation;The rear end of pile pipe 1 and under fixture block 4 Side is provided with four through holes, wherein three through holes are distributed along same even circumferential, and three through hole outsides are welded with nut 5, The nut 5 only alone may act as the connector fixed with outer body structure.
It is of the present utility model it is a kind of can prevent drive piles when pile pipe fracture spiral ground pile, smart structural design, by setting up Four fixture blocks 4 fastened with the sleeve pipe 6 of setting on screw pile rig, by the strength that screw pile rig is produced four cards are distributed on On block 4, uniform force, the situation of pile pipe easy fracture when improving existing piling.
Below schematically the utility model and embodiments thereof be described, the description does not have restricted, accompanying drawing Shown in be also one of embodiment of the present utility model, actual structure is not limited thereto.So, if this area Those of ordinary skill enlightened by it, in the case where objective is created without departing from the utility model, design without creative The frame mode similar to the technical scheme and embodiment, all should belong to protection domain of the present utility model.

Claims (3)

1. it is a kind of can prevent drive piles when pile pipe fracture spiral ground pile, including in cylindrical shape pile pipe (1), described pile pipe (1) helical blade (2) is arranged with;It is characterized in that:The front end of described pile pipe (1) forms pointed cone portion (3);Described pile pipe (1) rear end is welded with four fixture blocks to fasten with the sleeve pipe (6) of setting on screw pile rig along same circle distribution (4);The rear end of described pile pipe (1) and positioned at fixture block (4) lower section be provided with four through holes, wherein three through holes are along same circumference It is uniformly distributed, and three through hole outsides are welded with nut (5).
2. it is according to claim 1 it is a kind of can prevent drive piles when pile pipe fracture spiral ground pile, it is characterised in that:Described Pointed cone portion (3) is with 9 top-down cuttings crest line (31);Exhaust hole (32) is offered in described pointed cone portion (3).
3. it is according to claim 2 it is a kind of can prevent drive piles when pile pipe fracture spiral ground pile, it is characterised in that:Described The bottom of pile pipe (1) and middle part distribution are welded with helical blade (2), and the helical blade (2) is opening bung flange shape.
CN201620984118.7U 2016-08-30 2016-08-30 Stake pipe cracked spiral ground stake in time of preventing to drive piles Expired - Fee Related CN206090561U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620984118.7U CN206090561U (en) 2016-08-30 2016-08-30 Stake pipe cracked spiral ground stake in time of preventing to drive piles

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620984118.7U CN206090561U (en) 2016-08-30 2016-08-30 Stake pipe cracked spiral ground stake in time of preventing to drive piles

Publications (1)

Publication Number Publication Date
CN206090561U true CN206090561U (en) 2017-04-12

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Application Number Title Priority Date Filing Date
CN201620984118.7U Expired - Fee Related CN206090561U (en) 2016-08-30 2016-08-30 Stake pipe cracked spiral ground stake in time of preventing to drive piles

Country Status (1)

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CN (1) CN206090561U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108425642A (en) * 2018-04-18 2018-08-21 邱实 Drilling rod basis
CN108867640A (en) * 2018-07-05 2018-11-23 安徽合创新型合成材料有限公司 A kind of pre- pile anchoring and its application method for geotechnical grid

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108425642A (en) * 2018-04-18 2018-08-21 邱实 Drilling rod basis
CN108867640A (en) * 2018-07-05 2018-11-23 安徽合创新型合成材料有限公司 A kind of pre- pile anchoring and its application method for geotechnical grid

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Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20170412

Termination date: 20190830

CF01 Termination of patent right due to non-payment of annual fee