CN206034444U - Movable hanging steel bar for steel reinforcement cage of pile foundation - Google Patents

Movable hanging steel bar for steel reinforcement cage of pile foundation Download PDF

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Publication number
CN206034444U
CN206034444U CN201620592914.6U CN201620592914U CN206034444U CN 206034444 U CN206034444 U CN 206034444U CN 201620592914 U CN201620592914 U CN 201620592914U CN 206034444 U CN206034444 U CN 206034444U
Authority
CN
China
Prior art keywords
reinforcement cage
steel reinforcement
pile foundation
jib
plate
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
CN201620592914.6U
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Chinese (zh)
Inventor
茹少凡
刘建顺
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.)
Third Engineering Co Ltd of China Railway 17th Bureau Group Co Ltd
Original Assignee
Third Engineering Co Ltd of China Railway 17th Bureau Group 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 Third Engineering Co Ltd of China Railway 17th Bureau Group Co Ltd filed Critical Third Engineering Co Ltd of China Railway 17th Bureau Group Co Ltd
Priority to CN201620592914.6U priority Critical patent/CN206034444U/en
Application granted granted Critical
Publication of CN206034444U publication Critical patent/CN206034444U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a movable hanging steel bar for steel reinforcement cage of pile foundation belongs to building, the bridge pile foundation appurtenance technical field that is under construction, including last jib, lower jib, adapter sleeve, U type cardboard and inserted bar, the upper end welding of going up the jib has rings, threaded connection is passed through with the lower extreme of last jib and the upper end of lower jib respectively in adapter sleeve's upper and lower both ends, U type cardboard is fixed the orientation of the lower extreme of jib, and the opening of U type cardboard down side, be equipped with corresponding screw hole on the upper plate of U type cardboard and hypoplastron, the lower extreme of inserted bar is equipped with the external screw thread, the screw hole cooperation that corresponds on the lower extreme of inserted bar and upper plate and the hypoplastron is connected, the enhancement stirrup at steel reinforcement cage top by the cutting ferrule in the enclosure space of U type cardboard and inserted bar constitution. The utility model discloses can used repeatedly, reduce extravagantly, practice thrift construction cost to can effectually control the come -up of steel reinforcement cage or sink convenient operation.

Description

A kind of movable hanging steel bar for steel reinforcement cage of pile foundation
Technical field
This utility model is related to building, Bridge Pile Foundation Construction aid technical field.
Background technology
Carry out in concreting process in pile foundation, when steel reinforcement cage is positioned after hanging, horizontal direction adopts limited block by steel Muscle cage is fixed on middle position in stake holes, and vertical direction meets design requirement for ensureing steel reinforcement cage top mark height, at the top of steel reinforcement cage Welding hangs muscle, reaches the high purpose of control steel reinforcement cage top mark by the length for adjusting hangs muscle.In prior art the lower end of hangs muscle with Steel reinforcement cage is directly welded, and during casting concrete, hangs muscle is not reclaimed, and on the one hand this way causes hangs muscle to make, weld time-consuming expense Power, hangs muscle is not recyclable to cause waste of material, another reverse side, rising of steel cage or sinking during casting concrete effectively cannot control System, so that affect the quality of pile foundation engineering steel reinforcement cage.
Utility model content
The technical problems to be solved in the utility model, is to provide a kind of movable hanging steel bar for steel reinforcement cage of pile foundation, and which is in pile foundation construction After the completion of, can separate with steel reinforcement cage dismounting, can reuse, reduce and waste, save construction cost, and can effectively control steel The floating of muscle cage or sinking, it is easy to operate.
For solving above-mentioned technical problem, technical solution adopted in the utility model is:
A kind of movable hanging steel bar for steel reinforcement cage of pile foundation, it is including upper hanger, lower suspension rod, connection sleeve pipe, U-shaped card plate and inserted link, described The upper end of upper hanger is welded with suspension ring;The upper and lower ends of the connection sleeve pipe respectively with the lower end of upper hanger and the upper end of lower suspension rod It is threaded connection;The U-shaped card plate is fixed on the lower end of the lower suspension rod, and the opening of U-shaped card plate towards side;U-shaped The upper plate of clamp and lower plate are provided with corresponding screwed hole, and the lower end of the inserted link is provided with external screw thread, the lower end of the inserted link with On upper plate and lower plate, corresponding screwed hole is connected, and the reinforcement stirrup at the top of steel reinforcement cage is fastened in U-shaped card plate and inserted link group Into closing space in.
Preferably, the connection sleeve pipe is at least provided with two kinds of length, and it is high according to the top mark of steel reinforcement cage, select the length being adapted to Degree.
Preferably, the top of the inserted link is provided with handle.
Preferably, the U-shaped card plate is welded to connect with the lower end of the lower suspension rod.
Using the beneficial effect produced by above-mentioned technical proposal it is:In prior art, the lower end of hangs muscle is direct with steel reinforcement cage Welding, during casting concrete, hangs muscle is not reclaimed, and on the one hand this way causes hangs muscle to make, welding is wasted time and energy, and hangs muscle can not Recovery causes waste of material, and another reverse side, rising of steel cage or sinking during casting concrete cannot get effective control, so that affecting The quality of pile foundation engineering steel reinforcement cage.Inserted link is twisted from the bolt hole of U-shaped card plate after the completion of pile foundation construction by this utility model Go out, activity hangs muscle integrally just can be separated with steel reinforcement cage, realize that hangs muscle is integrally separated with the dismounting of steel reinforcement cage so that hangs muscle can be again It is multiple to use, reduce and waste, saving construction cost, and floating or the sinking of steel reinforcement cage can be effectively controlled, it is easy to operate.
Description of the drawings
Structural representations of the Fig. 1 for this utility model one embodiment;
Each figure number is entitled:1 suspension ring, 2 upper hangers, 3 connection sleeve pipes, 4 times suspension rods, 5 U-shaped card plates, 5-1 Upper plate, 5-2 lower plates, 6 strengthen stirrup, 7 inserted links, 8 handles.
Specific embodiment
Below in conjunction with the accompanying drawings and one embodiment is described in further detail to this utility model.
As shown in figure 1, this utility model includes upper hanger 2, lower suspension rod 4, connection sleeve pipe 3, U-shaped card plate 5 and inserted link 7, institute The upper end for stating upper hanger 2 is welded with suspension ring 1;The upper and lower ends of the connection sleeve pipe 3 are respectively equipped with female thread, the upper hanger 2 Lower end and the upper end of lower suspension rod 4 be respectively equipped with corresponding external screw thread, the upper and lower ends of the connection sleeve pipe 3 respectively with upper hanger The upper end of 2 lower end and lower suspension rod 4 is threaded connection;The U-shaped card plate 5 is fixed on the lower end of the lower suspension rod 4, and U-shaped The opening of clamp 5 is towards side;Corresponding screwed hole, the inserted link 7 is provided with the upper plate 5-1 of U-shaped card plate 5 and lower plate 5-2 Lower end be provided with external screw thread, the lower end of the inserted link 7 is connected with corresponding screwed hole in upper plate 5-1 and lower plate 5-2, inserted link 7 are screwed in the screwed hole of upper plate 5-1 and lower plate 5-2 from top to bottom successively, and the reinforcement stirrup 6 at the top of steel reinforcement cage is fastened in U-shaped In the closing space that clamp 5 is constituted with inserted link 7.
The use process of said structure is:First, the upper and lower ends by upper hanger 2 and lower suspension rod 4 respectively with connection sleeve pipe 3 Connection;Then, the stirrup 6 of strengthening at the top of steel reinforcement cage is stretched in the U-type groove of described U-shaped card plate;Then, by the band of inserted link 7 Externally threaded lower end is screwed in the screwed hole of upper plate 5-1 and lower plate 5-2 successively, will be strengthened stirrup and is enclosed in U-shaped card plate 5 and inserted link In the closing space of 7 compositions.After the completion of pile foundation is poured, you can inserted link 7 is back-outed from the screwed hole of upper plate 5-1 and lower plate 5-2, Such that it is able to hangs muscle is integrally taken out.
The beneficial effect of said structure is:After the completion of pile foundation construction, can separate with steel reinforcement cage dismounting, can repeat to make With, reduce and waste, saving construction cost, and floating or the sinking of steel reinforcement cage can be effectively controlled, it is easy to operate.
Further, the connection sleeve pipe 3 is at least provided with two kinds of length, high according to the top mark of steel reinforcement cage, selects suitable Length.Said structure design, the steel reinforcement cage that can adapt to different top absolute altitude by choosing the connection sleeve pipe 3 for being adapted to length are applied Work, adaptability, practicality are higher, are more convenient.
Further, the top of the inserted link 7 is provided with handle 8.Twist-on can be facilitated, it is convenient, laborsaving.
Further, the U-shaped card plate 5 is welded to connect with the lower end of the lower suspension rod 4.Connection is more solid, reliable.
Specific case used herein is set forth to principle of the present utility model and embodiment, above example Explanation be only intended to help and understand method of the present utility model and its core concept.It should be pointed out that for the art For those of ordinary skill, on the premise of without departing from this utility model principle, some changing can also be carried out to this utility model Enter and modify, these improve and modification is also fallen in this utility model scope of the claims.

Claims (4)

1. a kind of movable hanging steel bar for steel reinforcement cage of pile foundation, it is characterised in that:Including upper hanger(2), lower suspension rod(4), connection sleeve pipe(3)、U Type clamp(5)And inserted link(7), the upper hanger(2)Upper end be welded with suspension ring(1);The connection sleeve pipe(3)Upper and lower ends Respectively with upper hanger(2)Lower end and lower suspension rod(4)Upper end be threaded connection;The U-shaped card plate(5)Be fixed on it is described under Suspension rod(4)Lower end, and U-shaped card plate(5)Opening towards side;In U-shaped card plate(5)Upper plate(5-1)And lower plate(5-2)On It is provided with corresponding screwed hole, the inserted link(7)Lower end be provided with external screw thread, the lower end of inserted link (7) and upper plate(5-1)With under Plate(5-2)Upper corresponding screwed hole is connected, the reinforcement stirrup at the top of steel reinforcement cage(6)It is fastened in U-shaped card plate(5)With inserted link (7) in the closing space for constituting.
2. a kind of movable hanging steel bar for steel reinforcement cage of pile foundation according to claim 1, it is characterised in that:The connection sleeve pipe(3)Extremely Two kinds of length are provided with less, it is high according to the top mark of steel reinforcement cage, select the length being adapted to.
3. a kind of movable hanging steel bar for steel reinforcement cage of pile foundation according to claim 1, it is characterised in that:The inserted link(7)Top It is provided with handle(8).
4. a kind of movable hanging steel bar for steel reinforcement cage of pile foundation according to claim 1, it is characterised in that:The U-shaped card plate(5)With institute State lower suspension rod(4)Lower end be welded to connect.
CN201620592914.6U 2016-06-17 2016-06-17 Movable hanging steel bar for steel reinforcement cage of pile foundation Expired - Fee Related CN206034444U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620592914.6U CN206034444U (en) 2016-06-17 2016-06-17 Movable hanging steel bar for steel reinforcement cage of pile foundation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620592914.6U CN206034444U (en) 2016-06-17 2016-06-17 Movable hanging steel bar for steel reinforcement cage of pile foundation

Publications (1)

Publication Number Publication Date
CN206034444U true CN206034444U (en) 2017-03-22

Family

ID=58312606

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620592914.6U Expired - Fee Related CN206034444U (en) 2016-06-17 2016-06-17 Movable hanging steel bar for steel reinforcement cage of pile foundation

Country Status (1)

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CN (1) CN206034444U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111827273A (en) * 2020-06-23 2020-10-27 中国五冶集团有限公司 Adjustable used repeatedly's device and steel reinforcement cage elevation control structure of putting
CN112227378A (en) * 2020-11-14 2021-01-15 广东珠三角城际轨道交通有限公司 Auxiliary device for hoisting reinforcement cage
CN114703835A (en) * 2022-05-07 2022-07-05 中建八局第二建设有限公司 Detachable device and method for preventing reinforcement cage from floating upwards during concrete pouring

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111827273A (en) * 2020-06-23 2020-10-27 中国五冶集团有限公司 Adjustable used repeatedly's device and steel reinforcement cage elevation control structure of putting
CN112227378A (en) * 2020-11-14 2021-01-15 广东珠三角城际轨道交通有限公司 Auxiliary device for hoisting reinforcement cage
CN112227378B (en) * 2020-11-14 2021-11-23 广东珠三角城际轨道交通有限公司 Auxiliary device for hoisting reinforcement cage
CN114703835A (en) * 2022-05-07 2022-07-05 中建八局第二建设有限公司 Detachable device and method for preventing reinforcement cage from floating upwards during concrete pouring

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

Granted publication date: 20170322

Termination date: 20210617

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