CN110304542A - A kind of pile foundation steel bar cage erecting by overhang - Google Patents

A kind of pile foundation steel bar cage erecting by overhang Download PDF

Info

Publication number
CN110304542A
CN110304542A CN201910602245.4A CN201910602245A CN110304542A CN 110304542 A CN110304542 A CN 110304542A CN 201910602245 A CN201910602245 A CN 201910602245A CN 110304542 A CN110304542 A CN 110304542A
Authority
CN
China
Prior art keywords
gauge
sliding
detent
snap
pile foundation
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.)
Pending
Application number
CN201910602245.4A
Other languages
Chinese (zh)
Inventor
李树敬
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.)
Fourth Engineering Co Ltd of China Railway 14th Bureau Co Ltd
Original Assignee
Fourth Engineering Co Ltd of China Railway 14th Bureau 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 Fourth Engineering Co Ltd of China Railway 14th Bureau Co Ltd filed Critical Fourth Engineering Co Ltd of China Railway 14th Bureau Co Ltd
Priority to CN201910602245.4A priority Critical patent/CN110304542A/en
Publication of CN110304542A publication Critical patent/CN110304542A/en
Pending legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C1/00Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles
    • B66C1/10Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means
    • B66C1/62Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means comprising article-engaging members of a shape complementary to that of the articles to be handled
    • B66C1/66Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means comprising article-engaging members of a shape complementary to that of the articles to be handled for engaging holes, recesses, or abutments on articles specially provided for facilitating handling thereof
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C13/00Other constructional features or details
    • B66C13/18Control systems or devices
    • B66C13/22Control systems or devices for electric drives

Abstract

A kind of pile foundation steel bar cage erecting by overhang, it is related to building machinery field, including support rod, the support boom end is connected with connecting rod by multiple cross bars, support rod, more cross bars and connecting rod form multiple lifting hole(eyelet)s, the support boom end is equipped with block board, and the block board is equipped with the lock for preventing steel reinforcement cage to be detached from.The present invention utilizes the slide design of sliding bar, and closing detent recess, which realizes, hangs fixation under steel reinforcement cage.There is slip phenomenon without having to worry about steel reinforcement cage.After steel reinforcement cage is in place, it is only necessary to pull the positioning ring of sliding boom end that the disengaging of this case equipment and steel reinforcement cage can be realized, recoverable avoids the waste of manpower and material resources, is available locally low in cost, high reliablity.

Description

A kind of pile foundation steel bar cage erecting by overhang
Technical field
The present invention relates to building machinery field, specifically a kind of pile foundation steel bar cage erecting by overhang.
Background technique
It in bridges and culverts or high-building construction, drives piles according to requiring to may require basis, method is with utilizing machine Device punching and water mill drilling, and hole depth reaches design requirement, then transfers steel reinforcement cage to stake holes, is inserted into conduit and carries out coagulation Soil casting.Usually we are the bar construction of the pre-productions such as cast-in-situ bored pile, caisson, column steel reinforcement cage.
Regular reinforcement cage hangs muscle is all made of mode of the reinforcement welding in steel reinforcement cage main reinforcement and carries out descending reinforcing cage, on site The weld horizontal of worker is more demanding, and weld interval is longer.Chinese patent CN202925542U discloses a kind of steel reinforcement cage Erecting by overhang is the transport for steel reinforcement cage, rather than the steel reinforcement cage decentralization after driving piles.
Summary of the invention
It is transferred for current reinforcing bar cage hoisting and needs to weld and the later period needs to cut, and waste that material waste is artificial to ask Topic, the present invention provide a kind of pile foundation steel bar cage erecting by overhang, can exist to avoid the generation of the above problem, recyclable hangs muscle Reinforcement yard is fabricated to finished product, and scene is mounted directly, and not only accelerates speed of application, while can save the loss of hangs muscle Amount.
The technical scheme adopted by the invention to solve the technical problem is that:
A kind of pile foundation steel bar cage erecting by overhang, including support rod, the support boom end are connected with by multiple cross bars Extension bar, support rod, more cross bars and connecting rod form multiple lifting hole(eyelet)s, and the support boom end is equipped with block board, the block board It is equipped with the lock for preventing steel reinforcement cage to be detached from.
In at least one embodiment, the lock includes the detent recess being arranged on block board, the detent recess Place is equipped with preceding snap-gauge and rear snap-gauge, is equipped with through-hole on the preceding snap-gauge and rear snap-gauge, sliding bar, institute are plugged in the through-hole State sliding bar sliding closing detent recess.
In at least one embodiment, the lock includes the detent recess being arranged on block board, and detent indent is set Have a preceding snap-gauge and rear snap-gauge, the preceding snap-gauge is equipped with front sleeve, it is described after snap-gauge be equipped with after sleeve, the front sleeve, after Sliding bar, the sliding bar sliding closing detent recess are plugged in sleeve.
In at least one embodiment, the lock includes the detent recess being arranged on block board, the detent recess Place is equipped with preceding snap-gauge and rear snap-gauge, and mounting groove is equipped in the block board, and sliding rail is equipped in the mounting groove, is slided on the sliding rail Dynamic to be combined with sliding rack, the sliding rack passes through mounting groove from the jack that preceding snap-gauge slides into rear snap-gauge, the sliding Rack and pinion is meshed, and the gear is mounted on motor, and the motor is connected with battery and control panel.
In at least one embodiment, the sliding boom end is equipped with positioning ring, the positioning ring and support rod, cross bar and The lifting hole(eyelet) that connecting rod is formed is connected.
In at least one embodiment, the detent recess be square, triangle or arc.
The beneficial effects of the present invention are: the present invention utilizes the slide design of sliding bar, closing detent recess realizes reinforcing bar Fixation is hung under cage.There is slip phenomenon without having to worry about steel reinforcement cage.After steel reinforcement cage is in place, it is only necessary to pull sliding rod end The disengaging of this case equipment and steel reinforcement cage can be realized in the positioning ring in portion, and recoverable avoids the waste of manpower and material resources, can be on the spot It draws materials low in cost, high reliablity.
Detailed description of the invention
Fig. 1 is three dimensional structure diagram of the invention;
Fig. 2 is the structural schematic diagram of first embodiment;
Fig. 3 is the structural schematic diagram of second embodiment;
Fig. 4 is the structural schematic diagram of 3rd embodiment;
Fig. 5 is the partial enlarged view in Fig. 4 at A;
In figure: 11 support rods, 12 sliding bars, 13 cross bars, 14 positioning rings, 15 connecting rods,
21 block boards, 22 detent recesses, snap-gauge before 23, snap-gauge after 24,25 after sleeves, 26 front sleeves,
31 mounting grooves, 32 sliding rails, 33 sliding racks, 34 gears, 35 motors, 36 batteries, 37 control panels, 38 jacks.
Specific embodiment
As shown in Figure 1 to Figure 2, a kind of pile foundation steel bar cage erecting by overhang, including a support rod 11, the support boom end are set There is block board 21, the block board is equipped with the lock for preventing steel reinforcement cage to be detached from.
Further, the support boom end is connected with connecting rod 15 by multiple cross bars 13, using support rod, cross bar and Connecting rod forms multiple lifting hole(eyelet)s, to hang depth under fine tuning.
In at least one embodiment, the lock includes the detent recess 22 being arranged on block board, and the detent is recessed It is equipped with preceding snap-gauge 23 and rear snap-gauge 24 at mouthful, is equipped with through-hole on the preceding snap-gauge and rear snap-gauge, is plugged with cunning in the through-hole Lever 12, the sliding bar slidably close the steel reinforcement cage erecting by overhang that detent recess is detached from this case to avoid steel reinforcement cage.
In certain embodiments, the sliding boom end is equipped with positioning ring 14, the positioning ring and support rod, cross bar and company The lifting hole(eyelet) that extension bar is formed is connected, and the form of wirerope binding, or the form locked using mechanical lock can be used, so that under During hanging steel reinforcement cage, sliding bar is constantly in the position of closing detent recess, avoids the occurrence of safety accident or steel occurs The case where muscle cage is detached from.
In at least one embodiment, the lock includes the detent recess 22 being arranged on block board, detent indent Equipped with preceding snap-gauge 23 and rear snap-gauge 24, the preceding snap-gauge is equipped with front sleeve 26, and the rear snap-gauge is equipped with after sleeve 25.
Further, the detent recess be square, triangle or arc.
Scheme refinement, the front sleeve and after sleeve can be replaced nut, or may make the auxiliary of sliding bar guiding movement Help accessory.
In at least one embodiment, the lock includes the detent recess 22 being arranged on block board, and the detent is recessed It is equipped with preceding snap-gauge 23 and rear snap-gauge 24 at mouthful, mounting groove 31 is equipped in the block board, is equipped with sliding rail 32, institute in the mounting groove It states and is sliding combined with sliding rack 34 on sliding rail, the sliding rack passes through mounting groove can slide into inserting for rear snap-gauge from preceding snap-gauge In hole 38.The sliding rack is meshed with gear 34, and the gear is mounted on motor 35, and the motor is connected with battery 36 and control panel 37, motor rotation is controlled by control panel, so that the movement of sliding rack is driven, to close detent recess.
Control panel is equipped with wireless receiving module, can have a remote controler in people's hand, wireless hair is equipped in remote controler Module is penetrated, wireless transmitter module is used cooperatively with wireless receiving module, this is widely used in daily life as the prior art In.Pass through the movement of the remote-controlled sliding rack of remote controler.
Production method:
1,25 reinforcement welding of Φ can be used into finished product in support rod and cross bar, and the spacing of each lifting hole(eyelet) is 20cm, and length is adjusted Degree is 1.2m.
2, sliding bar upper end is equipped with the annular or be directly welded with an iron hoop that reinforcing bar curves, and iron hoop/annular can pass through steel Cord is connect with lifting hole(eyelet).
3, block board is cut into concave using the steel plate of thickness 25mm, and detent recess welds two nuts up and down;With substitution Front sleeve and after sleeve, less expensive.
4, detent indent is lockked using the sliding bar of φ 8, prevents steel reinforcement cage from threading off.
5, the sliding bar of φ 8 is consistent with the hangs muscle length of processing.
Except for the technical features described in the specification, it all is technically known to those skilled in the art.

Claims (6)

1. a kind of pile foundation steel bar cage erecting by overhang, including support rod, which is characterized in that the support boom end passes through multiple cross bars It is connected with connecting rod, support rod, more cross bars and connecting rod form multiple lifting hole(eyelet)s, and the support boom end is equipped with block board, institute It states block board and is equipped with the lock for preventing steel reinforcement cage to be detached from.
2. pile foundation steel bar cage erecting by overhang according to claim 1, which is characterized in that the lock includes being arranged in detent Detent recess on plate, the detent indent are equipped with preceding snap-gauge and rear snap-gauge, are equipped on the preceding snap-gauge and rear snap-gauge logical Hole is plugged with sliding bar, the sliding bar sliding closing detent recess in the through-hole.
3. pile foundation steel bar cage erecting by overhang according to claim 1, which is characterized in that the lock includes being arranged in detent Detent recess on plate, detent indent are equipped with preceding snap-gauge and rear snap-gauge, and the preceding snap-gauge is equipped with front sleeve, the rear snap-gauge It is equipped with after sleeve, sliding bar, the sliding bar sliding closing detent recess are plugged in the front sleeve, after sleeve.
4. pile foundation steel bar cage erecting by overhang according to claim 1, which is characterized in that the lock includes being arranged in detent Detent recess on plate, the detent indent are equipped with preceding snap-gauge and rear snap-gauge, are equipped with mounting groove, the peace in the block board It is equipped with sliding rail in tankage, sliding rack is sliding combined on the sliding rail, it is sliding from preceding snap-gauge that the sliding rack passes through mounting groove It moves into the jack of rear snap-gauge, the sliding rack is meshed with gear, and the gear is mounted on motor, the motor connection There are battery and control panel.
5. pile foundation steel bar cage erecting by overhang according to claim 2 or 3, which is characterized in that the sliding boom end is equipped with Positioning ring, the positioning ring are connected with the lifting hole(eyelet) that support rod, cross bar and connecting rod are formed.
6. pile foundation steel bar cage erecting by overhang according to any one of claim 2 to 4, which is characterized in that the detent is recessed It mouthful is square, triangle or arc.
CN201910602245.4A 2019-07-04 2019-07-04 A kind of pile foundation steel bar cage erecting by overhang Pending CN110304542A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910602245.4A CN110304542A (en) 2019-07-04 2019-07-04 A kind of pile foundation steel bar cage erecting by overhang

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910602245.4A CN110304542A (en) 2019-07-04 2019-07-04 A kind of pile foundation steel bar cage erecting by overhang

Publications (1)

Publication Number Publication Date
CN110304542A true CN110304542A (en) 2019-10-08

Family

ID=68079688

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910602245.4A Pending CN110304542A (en) 2019-07-04 2019-07-04 A kind of pile foundation steel bar cage erecting by overhang

Country Status (1)

Country Link
CN (1) CN110304542A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113291974A (en) * 2021-05-24 2021-08-24 中建三局集团华南有限公司 Safe and convenient vertical and sliding hoisting device for supporting lower pile cage

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000246722A (en) * 1999-03-02 2000-09-12 Sekisui House Ltd Manufacture of precast concrete exterior wall material and manufacturing apparatus used therefor
CN201649072U (en) * 2010-04-22 2010-11-24 中铁十二局集团有限公司 Pile foundation reinforcement cage hoisting device
CN202925542U (en) * 2012-10-26 2013-05-08 中国建筑第八工程局有限公司 Suspension device for reinforcing cage
CN203794456U (en) * 2014-04-26 2014-08-27 中铁一局集团有限公司 Cast-in-place concrete pile reinforcement cage lifting appliance
CN105507324A (en) * 2015-11-27 2016-04-20 北京城建中南土木工程集团有限公司 Detachable hanging reinforcement and construction method thereof
CN208327145U (en) * 2018-04-28 2019-01-04 湖州汇能新材料科技有限公司 A kind of concrete plate reinforcing bar cage hoisting structure
CN109264566A (en) * 2018-10-17 2019-01-25 中铁大桥局第七工程有限公司 A kind of steel reinforcement cage hanging steel bar release unit, steel reinforcement cage and application method
CN210214565U (en) * 2019-07-04 2020-03-31 中铁十四局集团第四工程有限公司 Pile foundation steel reinforcement cage hanging device

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000246722A (en) * 1999-03-02 2000-09-12 Sekisui House Ltd Manufacture of precast concrete exterior wall material and manufacturing apparatus used therefor
CN201649072U (en) * 2010-04-22 2010-11-24 中铁十二局集团有限公司 Pile foundation reinforcement cage hoisting device
CN202925542U (en) * 2012-10-26 2013-05-08 中国建筑第八工程局有限公司 Suspension device for reinforcing cage
CN203794456U (en) * 2014-04-26 2014-08-27 中铁一局集团有限公司 Cast-in-place concrete pile reinforcement cage lifting appliance
CN105507324A (en) * 2015-11-27 2016-04-20 北京城建中南土木工程集团有限公司 Detachable hanging reinforcement and construction method thereof
CN208327145U (en) * 2018-04-28 2019-01-04 湖州汇能新材料科技有限公司 A kind of concrete plate reinforcing bar cage hoisting structure
CN109264566A (en) * 2018-10-17 2019-01-25 中铁大桥局第七工程有限公司 A kind of steel reinforcement cage hanging steel bar release unit, steel reinforcement cage and application method
CN210214565U (en) * 2019-07-04 2020-03-31 中铁十四局集团第四工程有限公司 Pile foundation steel reinforcement cage hanging device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113291974A (en) * 2021-05-24 2021-08-24 中建三局集团华南有限公司 Safe and convenient vertical and sliding hoisting device for supporting lower pile cage
CN113291974B (en) * 2021-05-24 2023-06-02 中建三局集团华南有限公司 Safe and convenient vertical and sliding hoisting device for supporting pile cage

Similar Documents

Publication Publication Date Title
CN104563116B (en) A kind of construction equipment automatically controlling heavy tamping
CN201802310U (en) Excavation drilling machine
CN110304542A (en) A kind of pile foundation steel bar cage erecting by overhang
CN210214565U (en) Pile foundation steel reinforcement cage hanging device
CN201334660Y (en) Filling pile machine of static-pressure immersed pipe
CN211712446U (en) Special lifting device for tubular pile production
CN218708607U (en) Reinforced concrete drain pipe hoist device
CN210002403U (en) Pile sinking device for precast pile combining hammering and static pressure
CN111827648A (en) Construction device and method for down-supporting type overhanging scaffold
CN102383432A (en) Enclosure method for inserting H-shaped reinforced concrete slab piles in three-axis (two-axis) cement mixing pile
CN201531021U (en) Prefabricated member cement-treated-soil drilling and filling pile
CN110004942A (en) A kind of large span integral supporting structure and its construction method
JP3140159U (en) Steel frame foundation for unit house
CN103741690A (en) Soil plug compensating pipe pile pulling out method and soil plug compensating pipe pile pulling device using same
CN102926382A (en) Construction method of soil mixing wall (SMW) engineering method
CN201679003U (en) Screw pile driver
CN101666086B (en) Cement cast-in-situ pile of prefabricated part and construction method thereof
CN212153355U (en) Be used for multisection ground wall steel reinforcement cage cable traction sheave device
CN201794305U (en) Supporting device for elevator shaft mold
CN108952568B (en) Drilling machine
CN102296594A (en) Multifunctional remote control pile driver of motor-driven caterpillar band
CN211080227U (en) Auxiliary device for piling machinery
CN102817467A (en) Operating platform for high-altitude installation of steel structure
CN206309111U (en) A kind of line bar location and installation component
CN219653713U (en) Heavy pile foundation steel reinforcement cage positioner

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination