CN201439598U - Lowering device for reinforcing cage of drilled pile - Google Patents

Lowering device for reinforcing cage of drilled pile Download PDF

Info

Publication number
CN201439598U
CN201439598U CN2009201233408U CN200920123340U CN201439598U CN 201439598 U CN201439598 U CN 201439598U CN 2009201233408 U CN2009201233408 U CN 2009201233408U CN 200920123340 U CN200920123340 U CN 200920123340U CN 201439598 U CN201439598 U CN 201439598U
Authority
CN
China
Prior art keywords
reinforcing cage
wire rope
transferred
lowering
frame
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
CN2009201233408U
Other languages
Chinese (zh)
Inventor
郑为成
吴维忠
曾平喜
唐衡
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.)
LIANDAO ENGINEERING CONSTRUCTION COMMAND POST ZHOUSHAN ZHEJIANG
CCCC Second Harbor Engineering Co
Original Assignee
LIANDAO ENGINEERING CONSTRUCTION COMMAND POST ZHOUSHAN ZHEJIANG
CCCC Second Harbor Engineering Co
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 LIANDAO ENGINEERING CONSTRUCTION COMMAND POST ZHOUSHAN ZHEJIANG, CCCC Second Harbor Engineering Co filed Critical LIANDAO ENGINEERING CONSTRUCTION COMMAND POST ZHOUSHAN ZHEJIANG
Priority to CN2009201233408U priority Critical patent/CN201439598U/en
Application granted granted Critical
Publication of CN201439598U publication Critical patent/CN201439598U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

The utility model relates to a device for lowering a reinforcing cage during the construction process of a drilled pile. The lowering device for the reinforcing cage of the drilled pile comprises at least two steel rope lowering brackets and connecting hanger plates with the number matched with the number of the steel rope lowering brackets, the steel rope lowering brackets are arranged at the top of a steel protecting tube, and the connecting hanger plates are welded on the reinforcing cage; steel ropes are winded on each steel rope lowering brackets, lifting lugs are fixedly connected at one end of the steel ropes and detachably connected with the connecting hanger plates. The device also has the advantages of simple structure and convenient use, thereby being very suitable to be used in the connecting and lowering process of the reinforcing cage.

Description

A kind of drilled pile reinforcing cage is transferred device
Technical field
The utility model relates to the device that reinforcing cage is transferred that uses in a kind of drilled pile construction process.
Background technology
When deep water or deep-sea bridge construction, all need to beat drilled pile with the steel casing.In the drilled pile construction process, reinforcing cage in the steel casing generally wants the merogenesis spreading to transfer, when certain the joint reinforcing cage transfer put in place after, thereafter the single-unit reinforcing cage that is attached thereto lifts by crane when transferring once more, need before to transfer the reinforcing cage that puts in place carry out temporary fixed, with the continuous spreading operation of convenient follow-up reinforcing cage of transferring.When pile foundation reinforcing cage weight is light, usually adopting small-sized shoulder pole girder that reinforcing cage is put down carries on a shoulder pole on operation platform or the top of steel casing, its defective is when reinforcing cage weight is heavier, the shoulder pole girder section form is too small, cause the reinforcing cage unstability to drop in the hole easily, and reinforcing cage position and form are difficult to control, and it is that form is because of its gravity pressure descending reinforcing cage easy deformation because of its deadweight causes sinking that the position is difficult to control.
Can design one thus and movably transfer platform, transfer in the process at pile foundation reinforcing cage spreading, and before the concrete spouting, be used for substituting the deadweight that crane gear bears pile foundation reinforcing cage (90t weighs most), avoided the shortcoming of shoulder pole girder support and shackle hook, made that the pile foundation construction quality is more reliable.The principle of design is to consider that turnover is general and convenient mobile.
Summary of the invention
Goal of the invention of the present utility model is specifically to be that the reinforcing cage spreading is transferred the above-mentioned technical problem that exists in the process in order to solve in the existing drilled pile construction process, provide a kind of bearing capacity good, be convenient to reinforcing cage location and not yielding, make the convenient drilled pile reinforcing cage of construction transfer device.
In order to realize above-mentioned purpose, the utility model has adopted following technical scheme:
A kind of drilled pile reinforcing cage is transferred device, comprises that at least 2 wire rope transfer frame and the boatswain chair that is connected of transferring the frame quantity Matching with wire rope, and wire rope is transferred the top that frame is arranged on the steel casing, connects boatswain chair and is welded on the reinforcing cage; Each wire rope is transferred on the frame all winding wire rope, the fixedly connected hanger of an end of wire rope, hanger be connected boatswain chair and removably connect.
As preferably, it is 4 that described wire rope is transferred frame, and rule is arranged on steel casing top respectively; Connecting boatswain chair is 4, being welded on the reinforcing cage of rule, and it is corresponding that its position and wire rope are transferred frame.
Owing to adopted a kind of drilled pile reinforcing cage of above-mentioned technical scheme to transfer device, transferring steel wire on the frame, hanger, connection boatswain chair by wire rope drives reinforcing cage and steadily transfers, whole device bearing capacity is good, is convenient to reinforcing cage location and not yielding, can make construction convenient.This drilled pile reinforcing cage is transferred device and is also had advantage simple in structure, easy to use, and very suitable reinforcing cage spreading is transferred in the process and used.
Description of drawings
Fig. 1: example structure schematic diagram of the present utility model.
The specific embodiment
Make a detailed explanation below in conjunction with 1 pair of specific embodiment of the present utility model of accompanying drawing.
A kind of drilled pile reinforcing cage is as shown in Figure 1 transferred device, comprises that at least 2 wire rope transfer frame 5 and transfer 2 of frame 5 quantity Matching with wire rope and be connected boatswain chair 2.Wire rope is transferred the top that frame 5 is arranged on steel casing 4, connects boatswain chair 2 and is welded on the reinforcing cage 1; Each wire rope is transferred on the frame 5 all winding wire rope 6, the fixedly connected hanger 3 of an end of wire rope 6, hanger 3 be connected boatswain chair 2 and removably connect.
Above-mentioned wire rope is transferred preferably 4 on frame 5, with the steel casing is the top that is arranged on steel casing 4 of rule respectively, the center of circle, connecting boatswain chair 2 is 4, being welded on the reinforcing cage 1 of rule, it is corresponding that its position and wire rope are transferred frame 5,4 wire rope are transferred frame 5 control reinforcing cages 1 and are transferred the steady more and safety of whole process.
The foregoing description only is a this patent embodiment preferably, and the structure that all employing the technical program are described, feature and the variation on its spiritual principle, modification all belong to the protection domain of this patent.

Claims (2)

1. a drilled pile reinforcing cage is transferred device, it is characterized in that comprising at least 2 wire rope transfer frame (5) with transfer frame (5) quantity Matching with wire rope be connected boatswain chair (2), wire rope is transferred the top that frame (5) is arranged on steel casing (4), connects boatswain chair (2) and is welded on the reinforcing cage (1); Each wire rope is transferred frame (5) and is gone up equal winding wire rope (6), the fixedly connected hanger of an end (3) of wire rope (6), hanger (3) be connected boatswain chair (2) and removably connect.
2. a kind of drilled pile reinforcing cage according to claim 1 is transferred device, it is characterized in that it is 4 that described wire rope is transferred frame (5), and rule is arranged on steel casing (4) top respectively; Connecting boatswain chair (2) is 4, being welded on the reinforcing cage (1) of rule, and it is corresponding that its position and wire rope are transferred frame (5).
CN2009201233408U 2009-06-29 2009-06-29 Lowering device for reinforcing cage of drilled pile Expired - Fee Related CN201439598U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2009201233408U CN201439598U (en) 2009-06-29 2009-06-29 Lowering device for reinforcing cage of drilled pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2009201233408U CN201439598U (en) 2009-06-29 2009-06-29 Lowering device for reinforcing cage of drilled pile

Publications (1)

Publication Number Publication Date
CN201439598U true CN201439598U (en) 2010-04-21

Family

ID=42544267

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2009201233408U Expired - Fee Related CN201439598U (en) 2009-06-29 2009-06-29 Lowering device for reinforcing cage of drilled pile

Country Status (1)

Country Link
CN (1) CN201439598U (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102286976A (en) * 2011-06-29 2011-12-21 中铁四局集团第一工程有限公司 Method for making pile foundation construction follow long steel pile casing construction in karst area
CN103556626A (en) * 2013-10-31 2014-02-05 中铁港航局集团有限公司 Hanging structure for hoisting large-diameter hole drilling filling pile steel bar cage
CN103556627A (en) * 2013-10-31 2014-02-05 中铁港航局集团有限公司 Cage hanging structure for hoisting large-diameter hole drilling filling pile steel bar cage
CN103615001A (en) * 2013-11-27 2014-03-05 宁波盛宏建设工程有限公司 Bored pile construction method for reinforcing cage framework layered installation
CN104790405A (en) * 2015-04-24 2015-07-22 山河建设集团有限公司 Method for manually lowering overweight reinforcement cage of hole digging pile

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102286976A (en) * 2011-06-29 2011-12-21 中铁四局集团第一工程有限公司 Method for making pile foundation construction follow long steel pile casing construction in karst area
CN103556626A (en) * 2013-10-31 2014-02-05 中铁港航局集团有限公司 Hanging structure for hoisting large-diameter hole drilling filling pile steel bar cage
CN103556627A (en) * 2013-10-31 2014-02-05 中铁港航局集团有限公司 Cage hanging structure for hoisting large-diameter hole drilling filling pile steel bar cage
CN103556626B (en) * 2013-10-31 2015-06-17 中铁港航局集团有限公司 Hanging structure for hoisting large-diameter hole drilling filling pile steel bar cage
CN103556627B (en) * 2013-10-31 2016-08-17 中铁港航局集团有限公司 A kind of hanging cage structure for large diameter bored pile reinforcing bar cage hoisting
CN103615001A (en) * 2013-11-27 2014-03-05 宁波盛宏建设工程有限公司 Bored pile construction method for reinforcing cage framework layered installation
CN104790405A (en) * 2015-04-24 2015-07-22 山河建设集团有限公司 Method for manually lowering overweight reinforcement cage of hole digging pile

Similar Documents

Publication Publication Date Title
CN201439598U (en) Lowering device for reinforcing cage of drilled pile
CN101284628B (en) Hoisting method for framework of large tonnage pressing machine
CN101537976B (en) Dual-tower-mast giant self-lifting crane and following-carrying lifting method thereof
CN201990404U (en) Portable roof hoist frame
CN203159089U (en) Telescopic lifting platform for tower crane in cylinder wall construction
CN201376848Y (en) Large-scale double-tower automatic-elevation hoisting equipment
CN201647834U (en) Device for mounting tower equipment in narrow spaces
CN102251483A (en) Construction method for hoisting concrete-filled steel tube lattice bridge pier through self-lifting attached crane
CN203654754U (en) Double-layered overhanging type discharging platform
CN103147404A (en) System and method for hanging stay cable at tower end of height limiting cable-stayed bridge
CN202041399U (en) Dead load testing device for stress of precast beam
CN202744232U (en) Tower crane long suspension arm lifting steel rope supporting device
CN1666948A (en) Inside climbing tower crane with multi-hook and deep well winch
CN202729645U (en) Tower crane with elevator
CN204643664U (en) A kind of building tower crane
CN202400754U (en) Mast crane
CN207047703U (en) A kind of beam piece prestressed stretch-draw jack easy device in place
CN205822753U (en) A kind of climbing frame load-carrying members
CN203959697U (en) The equalizing bar of hoisting platform truss
CN204454351U (en) A kind of attachment hoisting type only angle mast hoisting device
CN102756988A (en) Movable sling for mounting expansion joint of comb plate
CN204454329U (en) A kind of attachment hoisting type only angle mast hoisting device with limiting stopper
CN204454350U (en) A kind of attachment hoisting type only angle mast hoisting device with position-limited lever
CN205688818U (en) A kind of movable slipping tail hanger for heavy steel column lifting
CN203095269U (en) Cable pay-off rack

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
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: 20100421

Termination date: 20180629