CN204000842U - Vibration tube device in joint bar castinplace pile after a kind of twist drill concrete pump piles - Google Patents

Vibration tube device in joint bar castinplace pile after a kind of twist drill concrete pump piles Download PDF

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Publication number
CN204000842U
CN204000842U CN201420368786.8U CN201420368786U CN204000842U CN 204000842 U CN204000842 U CN 204000842U CN 201420368786 U CN201420368786 U CN 201420368786U CN 204000842 U CN204000842 U CN 204000842U
Authority
CN
China
Prior art keywords
steel pipe
reinforcing cage
piles
vibration tube
joint bar
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
CN201420368786.8U
Other languages
Chinese (zh)
Inventor
艾欢欢
孔令义
王新程
郑重
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.)
China Construction Sixth Engineering Division Co Ltd
Original Assignee
China Construction Sixth Engineering Division 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 China Construction Sixth Engineering Division Co Ltd filed Critical China Construction Sixth Engineering Division Co Ltd
Priority to CN201420368786.8U priority Critical patent/CN204000842U/en
Application granted granted Critical
Publication of CN204000842U publication Critical patent/CN204000842U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses after a kind of twist drill concrete pump piles vibration tube device in joint bar castinplace pile, it comprises steel pipe, the bottom of described steel pipe is taper type, on the end face of described steel pipe, steel plate is installed, described steel plate is connected with steel pipe by floor, on described steel plate, vibrating motor is installed.Adopt this device can effectively control the quality of transferring of reinforcing cage, thereby ensure the quality of foundation pile, do like this and can transfer and the time of vibrating by minimizing reinforcing cage, avoid reinforcing cage transfer slowly and the concrete of bottom owing to vibrating and emanating for a long time, devoid of risk and hidden danger in safety in production, shorten the construction period.

Description

Vibration tube device in joint bar castinplace pile after a kind of twist drill concrete pump piles
Technical field
The utility model relates to vibration tube device, and the utility model relates in particular to after twist drill concrete pump piles vibration tube device in joint bar castinplace pile.
Background technology
After twist drill concrete pump piles in the past, joint bar castinplace pile only leans on the deadweight of reinforcing cage or adds vibrator on reinforcing cage top and transfers reinforcing cage, this method can cause transferring not in place while transferring for the long long foundation pile reinforcing cage of stake, cause other indexs such as quality, performance of stake all not reach instructions for use.
Summary of the invention
The purpose of this utility model is to overcome the deficiency of prior art, provide a kind of ensure reinforcing cage transfer put in place and twist drill concrete pump piles that speed of application is fast after vibration tube device in joint bar castinplace pile.
In order to achieve the above object, the technical solution adopted in the utility model is:
Vibration tube device in joint bar castinplace pile after a kind of twist drill concrete pump piles of the present utility model, it comprises steel pipe, the bottom of described steel pipe is taper type, on the end face of described steel pipe, steel plate is installed, described steel plate is connected with steel pipe by floor, on described steel plate, vibrating motor is installed.
The beneficial effects of the utility model are: the quality of transferring that can effectively control reinforcing cage, thereby ensure the quality of foundation pile, do like this and can transfer and the time of vibrating by minimizing reinforcing cage, avoid reinforcing cage transfer slowly and the concrete of bottom owing to vibrating and emanating for a long time, devoid of risk and hidden danger in safety in production, shorten the construction period.
Brief description of the drawings
Fig. 1 is the interior vibration tube device facade cut-away view of joint bar castinplace pile after a kind of twist drill concrete pump piles of the present utility model;
Fig. 2 is the 1-1 sectional drawing of the device shown in Fig. 1.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is described in detail.
The interior vibration tube device of joint bar castinplace pile after a kind of twist drill concrete pump piles of the present utility model as shown in drawings, it comprises steel pipe 1, the bottom surface of described steel pipe is taper type, steel plate 2 is installed on the end face of described steel pipe, described steel plate is connected with steel pipe by floor 3, and vibrating motor 4 is installed on described steel plate.D1, d2 in Fig. 2 represents respectively the diameter of steel pipe 1 and steel plate 2.
The installation and application of this device is:
First by excavator this bottom of device of slinging, position is propped with bearing therebetween, is convenient to vibration tube device in this device and penetrates reinforcing cage; Then excavator is sling reinforcing cage two ends with wire rope, slowly the steel pipe of interior vibration tube is packed into reinforcing cage, in the time being set to interior vibration tube centre position, raises reinforcing cage, takes out bearing, continues the steel pipe of interior vibration tube device to pack into reinforcing cage bottom contact position; Finally with wire rope, vibrating hammer and reinforcing cage are linked together, the crane vibrating motor of slinging is in place.
Concrete perfusion, to construction elevation, is transferred reinforcing cage immediately.Reinforcing cage is vertical, centering is transferred.Start first to transfer by the deadweight of reinforcing cage, when the speed of transferring when reinforcing cage slows down, open vibrating motor and transfer reinforcing cage to design elevation.

Claims (1)

1. the interior vibration tube device of joint bar castinplace pile after a twist drill concrete pump piles, it is characterized in that: it comprises steel pipe, the bottom of described steel pipe is taper type, on the end face of described steel pipe, steel plate is installed, described steel plate is connected with steel pipe by floor, on described steel plate, vibrating motor is installed.
CN201420368786.8U 2014-07-04 2014-07-04 Vibration tube device in joint bar castinplace pile after a kind of twist drill concrete pump piles Expired - Fee Related CN204000842U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420368786.8U CN204000842U (en) 2014-07-04 2014-07-04 Vibration tube device in joint bar castinplace pile after a kind of twist drill concrete pump piles

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420368786.8U CN204000842U (en) 2014-07-04 2014-07-04 Vibration tube device in joint bar castinplace pile after a kind of twist drill concrete pump piles

Publications (1)

Publication Number Publication Date
CN204000842U true CN204000842U (en) 2014-12-10

Family

ID=52040868

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420368786.8U Expired - Fee Related CN204000842U (en) 2014-07-04 2014-07-04 Vibration tube device in joint bar castinplace pile after a kind of twist drill concrete pump piles

Country Status (1)

Country Link
CN (1) CN204000842U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107237322A (en) * 2017-07-18 2017-10-10 北京中润宝成工程技术有限公司 A kind of method that long auger rear inserting cage bored concrete pile efficiently inserts vibrating tube

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107237322A (en) * 2017-07-18 2017-10-10 北京中润宝成工程技术有限公司 A kind of method that long auger rear inserting cage bored concrete pile efficiently inserts vibrating tube

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Legal Events

Date Code Title Description
GR01 Patent grant
C14 Grant of patent or utility model
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20141210

Termination date: 20190704

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