CN202017205U - Middle-digging prestress centrifugal pipe pile and square pile soil taking structure - Google Patents

Middle-digging prestress centrifugal pipe pile and square pile soil taking structure Download PDF

Info

Publication number
CN202017205U
CN202017205U CN2011200595273U CN201120059527U CN202017205U CN 202017205 U CN202017205 U CN 202017205U CN 2011200595273 U CN2011200595273 U CN 2011200595273U CN 201120059527 U CN201120059527 U CN 201120059527U CN 202017205 U CN202017205 U CN 202017205U
Authority
CN
China
Prior art keywords
pile
soil taking
square
drilling rod
fetches earth
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
CN2011200595273U
Other languages
Chinese (zh)
Inventor
谢晓东
卢寿根
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.)
Shanghai Chengdi Construction Co., Ltd.
Original Assignee
SHANGHAI CHENGDI CONSTRUCTION DEVELOPMENT 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 SHANGHAI CHENGDI CONSTRUCTION DEVELOPMENT Co Ltd filed Critical SHANGHAI CHENGDI CONSTRUCTION DEVELOPMENT Co Ltd
Priority to CN2011200595273U priority Critical patent/CN202017205U/en
Application granted granted Critical
Publication of CN202017205U publication Critical patent/CN202017205U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Piles And Underground Anchors (AREA)

Abstract

The utility model discloses a middle-digging prestress centrifugal pipe pile and square pile soil taking structure, which comprises a centrifugal pipe pile, a square pile, a soil taking drill rod and a reverse rotation wing expansion drill bit, wherein the centrifugal pipe pile and the square pile are in a circular tube shape or a square tube shape, the soil taking drill rod penetrates into the centrifugal pipe pile and the square pile, the bottom end of the soil taking drill rod is connected with the reverse rotation wing expansion drill bit, the soil taking drill rod comprises a center shaft pipe and a spiral sheet, the soil taking drill rod is driven to rotate by a motive power head, the rotation of the reverse rotation wing expansion drill bit is realized, and the soil taking is realized by the spiral sheet in the rotation process of the soil taking drill rod. The middle-digging prestress centrifugal pipe pile and square pile soil taking structure has the advantages that the soil taking is realized during the pile pressing, the pile pressing stability is ensured, the soil extruding phenomenon can not be generated, and the like.

Description

Middle pick prestressed centrifugally pile tube, square the structure that fetches earth
Technical field
Pick prestressed centrifugally pile tube, the side's stake structure that fetches earth during the utility model relates to is mainly used in civilian and during industrial infrastructure builds, is used for the structure that fetches earth simultaneously in building piling process.
Background technology
At present in civilian or communal facilities, in the process of construction of civilian or office premises, higher more stable in order to make that building is made, between building is set up, reinforcing to ground generally all is to assign into underground with pile tube or side's stake, play the effect of support of buildings, as pile tube or side's stake all is to be pressed in the soil by the mode that presses down generally, but because mode by pressing down, will produce object and press down soil compaction phenomenon in the process, simultaneously, the generation that presses down soil compaction in the process is squeezed for producing between the firmness of ground and pile body and the pile body, firmness to pile foundation exerts an influence, and the phenomenon of soil compaction makes the resistance that presses down strengthen again, is unfavorable for the sinking of pile body.
Summary of the invention
In order to overcome the deficiency of existing situation, can not satisfy the requirement of building development, the utility model presses down in the process mode by fetching earth simultaneously at original pile body, the resistance that makes pile body press down reduces greatly, the pile body that increases presses down stability and the verticality in the process, realizes that pile body presses down the phenomenon generation of no soil compaction.
The utility model is to realize like this, middle pick prestressed centrifugally pile tube, square the structure that fetches earth, comprise, wing drill bit is expanded in centrifugal pile tube, side's stake, the drilling rod that fetches earth, counter-rotating, described centrifugal pile tube, side's stake are cylindrical shape or square tube shape, the described drilling rod that fetches earth interts in centrifugal pile tube, stake inside, side, the described drilling rod bottom of fetching earth is connected with counter-rotating and expands wing drill bit, the described drilling rod that fetches earth comprises central siphon and flight, the described drilling rod that fetches earth drives by unit head and rotates, realize that counter-rotating expansion wing drill bit rotates, flight is realized fetching earth in the drilling rod rotation process that fetches earth.
The utlity model has following remarkable advantages and characteristics:
1) fetches earth by centrifugal pile tube, side's inner drilling rod that fetches earth of stake, better realize pressing down of centrifugal pile tube, side's stake;
2) the bottom coating is stirred in the rotation that wing drill bit is expanded in the realization counter-rotating in the process that the drilling rod that fetches earth fetches earth, better realization whitewashing.
Description of drawings
Fig. 1 is the perspective internal view of pick prestressed centrifugally pile tube, square the structure that fetches earth in the utility model;
Fig. 2 is the drilling rod structural representation that fetches earth of pick prestressed centrifugally pile tube, square the structure that fetches earth in the utility model;
Wherein: the centrifugal pile tube of 1-, side's stake; The 2-drilling rod that fetches earth; The 3-flight; The 4-central siphon; Wing drill bit is expanded in the 5-counter-rotating.
The specific embodiment
Pick prestressed centrifugally pile tube, square the structure that fetches earth in shown in Fig. 1-2, comprise, wing drill bit 5 is expanded in centrifugal pile tube, side's stake 1, the drilling rod 2 that fetches earth, counter-rotating, described centrifugal pile tube, side's stake 1 are cylindrical shape or square tube shape, the described drilling rod 2 that fetches earth interts in centrifugal pile tube, stake 1 inside, side, described drilling rod 2 bottoms of fetching earth are connected with counter-rotating and expand wing drill bit 5, the described drilling rod 2 that fetches earth comprises central siphon 4 and flight 3, the described drilling rod 2 that fetches earth drives by unit head and rotates, realize that counter-rotating expansion wing drill bit 5 rotates, flight 3 is realized fetching earth in drilling rod 2 rotation processes that fetch earth.
It should be noted that at last: above embodiment only in order to the explanation the utility model and and the described technical scheme of unrestricted the utility model; Therefore, although this manual has been described in detail the utility model with reference to each above-mentioned embodiment,, those of ordinary skill in the art should be appreciated that still and can make amendment or be equal to replacement the utility model; And all do not break away from the technical scheme and the improvement thereof of the spirit and scope of utility model, and it all should be encompassed in the middle of the claim scope of the present utility model.

Claims (2)

1. middle pick prestressed centrifugally pile tube, square the structure that fetches earth, comprise, wing drill bit is expanded in centrifugal pile tube, side's stake, the drilling rod that fetches earth, counter-rotating, it is characterized in that: described centrifugal pile tube, square stake are cylindrical shape or square tube shape, and the described drilling rod that fetches earth interts in centrifugal pile tube, stake inside, side.
2. pick prestressed centrifugally pile tube, square the structure that fetches earth in according to claim 1, it is characterized in that: the described drilling rod bottom of fetching earth is connected with counter-rotating and expands wing drill bit, the described drilling rod that fetches earth comprises central siphon and flight, the described drilling rod that fetches earth drives by unit head and rotates, realize that counter-rotating expansion wing drill bit rotates, flight is realized fetching earth in the drilling rod rotation process that fetches earth.
CN2011200595273U 2011-03-09 2011-03-09 Middle-digging prestress centrifugal pipe pile and square pile soil taking structure Expired - Fee Related CN202017205U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011200595273U CN202017205U (en) 2011-03-09 2011-03-09 Middle-digging prestress centrifugal pipe pile and square pile soil taking structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011200595273U CN202017205U (en) 2011-03-09 2011-03-09 Middle-digging prestress centrifugal pipe pile and square pile soil taking structure

Publications (1)

Publication Number Publication Date
CN202017205U true CN202017205U (en) 2011-10-26

Family

ID=44810876

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011200595273U Expired - Fee Related CN202017205U (en) 2011-03-09 2011-03-09 Middle-digging prestress centrifugal pipe pile and square pile soil taking structure

Country Status (1)

Country Link
CN (1) CN202017205U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105862864A (en) * 2015-12-28 2016-08-17 上海建工七建集团有限公司 Construction method for clearing soil on pile top of pre-stressed concrete pipe pile
CN114875918A (en) * 2022-06-23 2022-08-09 中国十七冶集团有限公司 Gravity spiral soil sampling device and construction method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105862864A (en) * 2015-12-28 2016-08-17 上海建工七建集团有限公司 Construction method for clearing soil on pile top of pre-stressed concrete pipe pile
CN114875918A (en) * 2022-06-23 2022-08-09 中国十七冶集团有限公司 Gravity spiral soil sampling device and construction method thereof

Similar Documents

Publication Publication Date Title
CN203808822U (en) Full-hydraulic double power head device of rotary drilling rig
CN201172818Y (en) Pile of twist drill
CN104018792A (en) Reducing screw displacement pile drilling tool and construction method thereof
CN206591523U (en) A kind of foundation engineering special efficient Grouting Pipe
CN105926802A (en) Reinforcement structure of 3D printed reinforced masonry shear wall structure
CN104141305A (en) Multi-layer spiral blade self-drilling-type soil anchor rod and constructing method thereof
CN202017205U (en) Middle-digging prestress centrifugal pipe pile and square pile soil taking structure
AU2017100938A4 (en) High load-bearing type ground screw
CN202090336U (en) Spirally-proceeding type steel tube concrete pile
CN201850557U (en) Discontinuous flange type screw pile foundation
CN103669951A (en) Mould for building spherical or cylindrical cellar and method for building cellar by adoption of mould
CN204827213U (en) Double dynamical head digs rig soon
CN101289856A (en) Tapered metal pile and construction method for installation thereof
CN204199277U (en) The spiral building stake of filling concrete
CN202416309U (en) Concrete pile steel casing for shallow sea and rivers
CN203639905U (en) Spinning pile, spinning pile waist and spinning pile head
CN202659174U (en) Single-cone single-screw twist drill
CN210140845U (en) A center stake adds negative pressure section of thick bamboo composite foundation for offshore wind power
CN201180869Y (en) Polythene steel strip reinforced hollow winding structure wall pipes
CN108374411A (en) The dismountable screw pile machine of ultra-deep pile foundation drilling rod and the construction method of ultra-deep stake
CN106368212A (en) Simple efficient pile driver
CN207700442U (en) Novel building engineering hollow brick wall
CN207362836U (en) Screw assemblies drill bit
CN202324039U (en) Improved pneumatic slotting drill bit
CN202247856U (en) Earth borrowing annular pile for foundation treatment and underground foundation

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
ASS Succession or assignment of patent right

Owner name: SHANGHAI CHENGDI CONSTRUCTION CO., LTD.

Free format text: FORMER OWNER: SHANGHAI CHENGDI CONSTRUCTION DEVELOPMENT CO., LTD.

Effective date: 20121205

C41 Transfer of patent application or patent right or utility model
COR Change of bibliographic data

Free format text: CORRECT: ADDRESS; FROM: 200000 JIADING, SHANGHAI TO: 201800 JIADING, SHANGHAI

TR01 Transfer of patent right

Effective date of registration: 20121205

Address after: 201800 B, zone 502-1, Lane 518, Lane 1, Jiading District, Shanghai

Patentee after: Shanghai Chengdi Construction Co., Ltd.

Address before: 200000 room 1, building 188, 126 Nanan Road, Anting Town, Shanghai, Jiading District

Patentee before: Shanghai Chengdi Construction Development Co., Ltd.

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

Granted publication date: 20111026

Termination date: 20200309