CN202530444U - Bayonet pin type pile foundation reinforcing cage positioning lock - Google Patents
Bayonet pin type pile foundation reinforcing cage positioning lock Download PDFInfo
- Publication number
- CN202530444U CN202530444U CN2012202264903U CN201220226490U CN202530444U CN 202530444 U CN202530444 U CN 202530444U CN 2012202264903 U CN2012202264903 U CN 2012202264903U CN 201220226490 U CN201220226490 U CN 201220226490U CN 202530444 U CN202530444 U CN 202530444U
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- Prior art keywords
- reinforcing cage
- pair
- pile foundation
- annular
- snap ring
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Abstract
The utility model discloses a bayonet pin type pile foundation reinforcing cage positioning lock which is characterized in that a pair of clamping ring components are arranged, a strung of annular hanging teeth are arranged at the lower segment of a splice bar toward one side at intervals, and a hoisting ring is arranged at the top end of the splice bar; the pair of clamping ring components are symmetrically located on two sides of a reinforcing cage, the splice bar is located inside the hoop reinforcements of the reinforcing cage, the annular hanging teeth face the outside of the hoop reinforcements of the reinforcing cage, and the hoop reinforcements of the reinforcing cage are hung to the annular hanging teeth of the clamping ring component; a bolt with a hook head at the end is located outside the hoop reinforcements of the reinforcing cage, and downwards inserted into the annular hanging teeth from the top end of the reinforcing cage; and a steel tube penetrates through the slingers in the pair of clamping ring components in a lateral crossing manner, and laterally crosses a pair of sleepers symmetrically located on two sides of the pile hole and fixedly arranged on the group. According to the utility model, material loss caused by hoisting the reinforcing cage by the pile foundation is effectively reduced, and the field positioning procedure is accelerated.
Description
Technical field
The utility model relates to a kind of reinforcing cage location lock, more specifically says so to be applied in the pile foundation reinforcing cage location lock in the pile driving construction of hole.
Background technology
Pile foundation reinforcing cage conventional positioning technology is to be employed in the method that muscle is hung in welding on the reinforcing cage, this hang muscle after the pile foundation concrete is built completion, cushion cap, binder excavation again the scene cut off, its utilization rate is low, the reinforcing bar waste of material is serious.In addition, when the installation of pile foundation epimerite reinforcing cage, need the welded reinforcement cage to hang muscle, owing to be field Welding, welding manner is vertical position welding, and operating environment is poor, and workman's activity duration is long, and labour intensity is big, and welding quality is difficult for guaranteeing.
Summary of the invention
The utility model is for avoiding above-mentioned existing in prior technology weak point, and a kind of bail type pile foundation reinforcing cage location lock is provided, and on-the-spot positioning process is accelerated in caused spillage of material when more effectively reducing pile foundation lifting reinforcing cage.
The utility model adopts following technical scheme for the technical solution problem:
The design feature of the utility model bail type pile foundation reinforcing cage location lock is to be provided with:
A pair of snap ring member is that hypomere at a dowel is provided with a string annular at interval towards a side and mentions, on the top of said dowel suspension ring is set; A pair of snap ring member symmetry is positioned at the both sides of reinforcing cage, and wherein, dowel is positioned at the inboard of reinforcing cage stirrup, and annular mentions that towards the outside of reinforcing cage stirrup, the reinforcing cage stirrup is articulated in the annular of snap ring member and mentions;
One top has the latch of gib head, and said latch is positioned at the outside of reinforcing cage stirrup, and is inserted in downwards during annular mentions from the top of reinforcing cage, makes said reinforcing cage stirrup be able to be locked in annular and mentions;
One steel pipe cross-arm runs through the suspension ring in a pair of snap ring member, and cross-arm is positioned at a both sides, hole and is fixedly installed on the ground a pair of sleeper in symmetry;
The design feature of the utility model bail type pile foundation reinforcing cage location lock also is on said suspension ring, to be connected with the lifting rope ring, and lifting is used for the wire rope of the said snap ring member of lifting in said lifting rope ring.
Compared with present technology, the utility model beneficial effect is embodied in:
1, the utility model directly assembles at the scene, need not and reinforcing cage forms welding, and its easy accessibility, reusable, can satisfy the lifting requirements of random length, thoroughly overcome the phenomenon of hanging the muscle waste of material;
2, the utility model is simple in structure, easy to operate, can effectively reduce and hang the time that muscle is made, welded, and better practices thrift construction cost;
3, the utlity model has certain rigidity, can anti-pile foundation rising of steel cage and sinking, when rising of steel cage or sinking problem occurring, can in time find in the work progress, so that in time solve.
Description of drawings
Fig. 1 is the utility model structural representation;
Fig. 2 is a snap ring element structure sketch map in the utility model;
Fig. 3 is for having the latch structure sketch map of gib head in the utility model;
Label among the figure: 1 annular is mentioned; 2 dowels; 3 lifting rope rings; 4 suspension ring; 5 latches; 7 wire rope; 8 cross-arms; 9 sleepers; 10 reinforcing cages; 10a reinforcing cage stirrup.
The specific embodiment
The form of structure of bail type pile foundation reinforcing cage location lock is to be provided with in the present embodiment:
A pair of snap ring member (as depicted in figs. 1 and 2) is that hypomere at a dowel 2 is provided with a string annular at interval towards a side and mentions 1, on the top of dowel 2 suspension ring 4 is set, and on suspension ring 4, is connected with lifting rope ring 3; A pair of snap ring member symmetry is positioned at the both sides of reinforcing cage 10, and wherein, dowel 2 is positioned at the inboard of reinforcing cage stirrup 10a, and annular mentions 1 towards the outside of reinforcing cage stirrup 10a, and the annular that reinforcing cage stirrup 10a is articulated in the snap ring member is mentioned on 1;
One top has the latch 5 (as shown in figures 1 and 3) of gib head, and latch 5 is positioned at the outside of reinforcing cage stirrup 10a, and is inserted in annular from the top of reinforcing cage downwards and mentions and make the snap ring member mention that through its annular 1 is locked on the reinforcing cage stirrup 10a in 1;
One steel pipe cross-arm 8 runs through the suspension ring 4 (as shown in Figure 1) in a pair of snap ring member, and cross-arm is positioned at a both sides, hole in symmetry, is fixedly installed on the ground a pair of sleeper 9;
One wire rope 7 is lifted on the lifting rope ring 3.
The method of utilizing the location of bail type pile foundation reinforcing cage in present embodiment lock to carry out the reinforcing cage location is to carry out as follows:
At first the snap ring member is inserted in the reinforcing cage stirrup, make annular on the snap ring member mention that 1 stretches out steel wire binding bar towards the outside of reinforcing cage, reinforcing cage is carried out screens;
Then, latch 5 is inserted in annular on the snap ring member from top to bottom mentions in 1, make annular mention in 1 screens that keeps reinforcing cage unlikely disengaging;
The suspension ring 4 and the cross-arm that cross-arm 8 are run through on a pair of snap ring member are accomplished the locking to reinforcing cage 10 again on sleeper 9.
After on the pile foundation coagulation, building completion, extract cross-arm 8 earlier out, take out latch 5, the snap ring member that teetertotters makes it break away from reinforcing cage can direct enchashment snap ring member.
In the practical implementation, annular hangs tag 1, and to adopt wall thickness be that the steel pipe sawing of 3.5mm is made; Dowel 2, lifting rope ring 3, suspension ring 4 and latch 5 all adopt round steel to make.
Claims (2)
1. lock bail type pile foundation reinforcing cage location, it is characterized in that being provided with:
A pair of snap ring member is towards a side a string annular to be set at interval at the hypomere of a dowel (2) to mention and (1) on the top of said dowel (2) suspension ring (4) are set; A pair of snap ring member symmetry is positioned at the both sides of reinforcing cage (10); Wherein, Dowel (2) is positioned at the inboard of reinforcing cage stirrup (10a), and annular is mentioned (1) towards the outside of reinforcing cage stirrup (10a), and reinforcing cage stirrup (10a) is articulated in the annular of snap ring member and mentions on (1);
One top has the latch (5) of gib head, and said latch (5) is positioned at the outside of reinforcing cage stirrup (10a), and is inserted in annular downwards from the top of reinforcing cage and mentions in (1), makes said reinforcing cage stirrup (10a) be able to be locked in annular and mentions on (1);
One steel pipe cross-arm (8) runs through the suspension ring (4) in a pair of snap ring member, and cross-arm is positioned at a both sides, hole and is fixedly installed on the ground a pair of sleeper (9) in symmetry.
2. bail type pile foundation reinforcing cage according to claim 1 location lock is characterized in that on said suspension ring (4), being connected with lifting rope ring (3), and lifting is used for the wire rope (7) of the said snap ring member of lifting in said lifting rope ring (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012202264903U CN202530444U (en) | 2012-05-17 | 2012-05-17 | Bayonet pin type pile foundation reinforcing cage positioning lock |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012202264903U CN202530444U (en) | 2012-05-17 | 2012-05-17 | Bayonet pin type pile foundation reinforcing cage positioning lock |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202530444U true CN202530444U (en) | 2012-11-14 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012202264903U Expired - Fee Related CN202530444U (en) | 2012-05-17 | 2012-05-17 | Bayonet pin type pile foundation reinforcing cage positioning lock |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202530444U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN106638573A (en) * | 2016-11-23 | 2017-05-10 | 中铁二十二局哈尔滨铁路建设集团有限责任公司 | Suspending and revale method for recyclable reinforcement cage |
| CN111535326A (en) * | 2020-05-08 | 2020-08-14 | 中国建筑第八工程局有限公司 | Can have enough to meet need electronic hydraulic pressure telescopic link and hang muscle device |
| 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 |
-
2012
- 2012-05-17 CN CN2012202264903U patent/CN202530444U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN105507324B (en) * | 2015-11-27 | 2017-09-22 | 北京城建中南土木工程集团有限公司 | Detachable hangs muscle and its construction method |
| CN106638573A (en) * | 2016-11-23 | 2017-05-10 | 中铁二十二局哈尔滨铁路建设集团有限责任公司 | Suspending and revale method for recyclable reinforcement cage |
| CN106638573B (en) * | 2016-11-23 | 2018-12-25 | 中铁二十二局哈尔滨铁路建设集团有限责任公司 | Ke Xunhuanliyong steel reinforcement cage suspends installation method in midair |
| CN111535326A (en) * | 2020-05-08 | 2020-08-14 | 中国建筑第八工程局有限公司 | Can have enough to meet need electronic hydraulic pressure telescopic link and hang muscle device |
| CN111535326B (en) * | 2020-05-08 | 2021-06-11 | 中国建筑第八工程局有限公司 | Can have enough to meet need electronic hydraulic pressure telescopic link and hang muscle device |
| 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 |
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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 |
Granted publication date: 20121114 Termination date: 20150517 |
|
| EXPY | Termination of patent right or utility model |