CN204401610U - A kind of flexible filling pile cage of reinforcement - Google Patents
A kind of flexible filling pile cage of reinforcement Download PDFInfo
- Publication number
- CN204401610U CN204401610U CN201420838558.2U CN201420838558U CN204401610U CN 204401610 U CN204401610 U CN 204401610U CN 201420838558 U CN201420838558 U CN 201420838558U CN 204401610 U CN204401610 U CN 204401610U
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- China
- Prior art keywords
- steel strand
- longitudinal steel
- cage
- longitudinal
- reinforcement
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Abstract
The utility model discloses a kind of flexible filling pile cage of reinforcement, comprise some longitudinal steel strand be set parallel to each other and the stirrup be circumferentially spirally wound on outside each longitudinal steel strand of circumferentially arranging, the inner side of each longitudinal steel strand is provided with some ring stiffeners of the length direction spaced set of longitudinally steel strand, each ring stiffener is fixedly connected with between each longitudinal steel strand being looped around surrounding, each longitudinal steel strand reach reinforcing cage entire length by some steel strand docking, are fixed between two steel strand mutually docked by snap ring or steel stranded wire clamper.This reinforcing cage is at the steel strand assembly longitudinal direction steel strand of length direction by some mutual splicings, stirrup is wound around outward to complete building of whole reinforcement cage skeleton again at each longitudinal steel strand, the reinforcing cage completing making can bend along its length, with adapt to below arch bridge or other height restriction place use, thus making reinforcing cage can be applicable to multiple occasion, this utility model is used for filling pile construction field.
Description
Technical field
The utility model relates to filling pile construction field, particularly relates to a kind of flexible filling pile cage of reinforcement.
Background technology
According to construction process of bored concrete pile in the past, during fabrication of reinforcing cage, the main muscle of reinforcing cage adopts indented bars to make, and adopts sleeve or is welded to connect, and according to determining the hoop cranse spot welding of putting more energy into that a diameter is formed, then forms reinforcing cage by spiral stirrup spot welding.
Such reinforcing cage is applicable to general place and uses, and its construction plant is influenced, is restricted as being difficult to construction when operation under bridge, office operation at construction space.Meanwhile, to reinforcement cage hoisting plant equipment and manpower consumption also larger.Construction plant restriction, construction space comprise height restriction etc., and the use of filling pile cage of reinforcement is restricted, and filling pile construction cannot be applied in part place.
Utility model content
For solving the problem, the utility model provide a kind of flexible thus adapt to different place use flexible filling pile cage of reinforcement.
The utility model solves the technical scheme that its technical problem adopts:
A kind of flexible filling pile cage of reinforcement, comprise some longitudinal steel strand be set parallel to each other and the stirrup be circumferentially spirally wound on outside each longitudinal steel strand of circumferentially arranging, the inner side of each longitudinal steel strand is provided with some ring stiffeners of the length direction spaced set of longitudinally steel strand, each ring stiffener is fixedly connected with between each longitudinal steel strand being looped around surrounding, each longitudinal steel strand reach reinforcing cage entire length by some steel strand docking, are fixed between two steel strand mutually docked by snap ring or steel stranded wire clamper.
Be further used as the improvement of technical solutions of the utility model, be fastened by iron wire between stirrup and each longitudinal steel strand, be fastened by iron wire between ring stiffener and each longitudinal steel strand.
Be further used as the improvement of technical solutions of the utility model, each longitudinal steel strand circumferentially equidistantly distribute.
The beneficial effects of the utility model: this flexible filling pile cage of reinforcement is at the steel strand assembly longitudinal direction steel strand of length direction by some mutual splicings, stirrup is wound around outward to complete building of whole reinforcement cage skeleton again at each longitudinal steel strand, the reinforcing cage completing making can bend along its length, to adapt to below arch bridge or the place of other height restriction uses, thus make reinforcing cage can be applicable to multiple occasion.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the utility model is described in further detail:
Fig. 1 is the utility model embodiment overall structure schematic diagram;
Fig. 2 is the utility model embodiment overall structure top view;
Fig. 3 is the two steel strand connection status schematic diagrames being spliced into longitudinal steel strand in the utility model embodiment.
Detailed description of the invention
With reference to Fig. 1 ~ Fig. 3, the utility model is a kind of flexible filling pile cage of reinforcement, comprise some longitudinal steel strand 1 be set parallel to each other and the stirrup 2 be circumferentially spirally wound on outside each longitudinal steel strand 1 of circumferentially arranging, the inner side of each longitudinal steel strand 1 is provided with some ring stiffeners 3 of the length direction spaced set of longitudinally steel strand 1, each ring stiffener 3 is fixedly connected with between each longitudinal steel strand 1 being looped around surrounding, each longitudinal steel strand 1 reach reinforcing cage entire length by some steel strand docking, fixed by snap ring or steel stranded wire clamper between two steel strand mutually docked.
This flexible filling pile cage of reinforcement is at the steel strand assembly longitudinal direction steel strand 1 of length direction by some mutual splicings, building of whole reinforcement cage skeleton is completed again at the outer stirrup 2 that is wound around of each longitudinal steel strand 1, the reinforcing cage completing making can bend along its length, to adapt to below arch bridge or the place of other height restriction uses, thus make reinforcing cage can be applicable to multiple occasion.
As the utility model preferred embodiment, be fastened by iron wire between stirrup 2 and each longitudinal steel strand 1, be fastened by iron wire between ring stiffener 3 and each longitudinal steel strand 1.
As the utility model preferred embodiment, each longitudinal steel strand 1 circumferentially equidistantly distribute.
The filling pile cage of reinforcement that this steel hinge line makes is spliced into longitudinal steel strand of reinforcing cage Len req by some steel hinge lines, then by stirrup and reinforcing rib splicing composition.Stirrup 2 is fixing with the diameter determining filling pile cage of reinforcement with longitudinal steel hinge line 1, and in use, flexible one-tenth is discoid for reinforcing cage, rectilinear form is reverted to again at stake holes mouth, thus making the service condition of filling pile cage of reinforcement unrestricted, application space is unrestricted, applied range.
Longitudinal steel hinge line 1 of this kind of filling pile cage of reinforcement is fixed by steel stranded wire clamper or snap ring by between some steel strand, steel stranded wire clamper or snap ring can ensure that steel hinge line is fixed, steel hinge line connects stirrup 2 by iron wire, stirrup 2 according to the length dish of stake outside each longitudinal steel hinge line 1, stirrup 2 is by bending flexible, adjustment reinforcing cage is long, fixes steel hinge line in lower cage process by iron wire.Reinforcing rib 3 can be made into the circular boop of predetermined stake diameter in advance, is fixed by iron wire and longitudinal steel hinge line 1.
Certainly, the invention is not limited to above-mentioned embodiment, those of ordinary skill in the art also can make equivalent variations or replacement under the prerequisite without prejudice to the utility model spirit, and these equivalent modification or replacement are all included in the application's claim limited range.
Claims (3)
1. a flexible filling pile cage of reinforcement, it is characterized in that: comprise longitudinal steel strand (1) that circumferentially arrange some are set parallel to each other and be circumferentially spirally wound on each described longitudinal steel strand (1) stirrup outward (2), the inner side of each described longitudinal steel strand (1) is provided with some ring stiffeners (3) of the length direction spaced set of longitudinally steel strand (1), each described ring stiffener (3) is fixedly connected with between each longitudinal steel strand (1) being looped around surrounding, each described longitudinal steel strand (1) reach reinforcing cage entire length by some steel strand docking, fixed by snap ring or steel stranded wire clamper between two steel strand mutually docked.
2. flexible filling pile cage of reinforcement according to claim 1, is characterized in that: be fastened by iron wire between described stirrup (2) and each longitudinal steel strand (1), is fastened between described ring stiffener (3) and each longitudinal steel strand (1) by iron wire.
3. flexible filling pile cage of reinforcement according to claim 1 and 2, is characterized in that: each described longitudinal steel strand (1) circumferentially equidistantly distribute.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420838558.2U CN204401610U (en) | 2014-12-22 | 2014-12-22 | A kind of flexible filling pile cage of reinforcement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420838558.2U CN204401610U (en) | 2014-12-22 | 2014-12-22 | A kind of flexible filling pile cage of reinforcement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204401610U true CN204401610U (en) | 2015-06-17 |
Family
ID=53425486
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420838558.2U Expired - Fee Related CN204401610U (en) | 2014-12-22 | 2014-12-22 | A kind of flexible filling pile cage of reinforcement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204401610U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108930267A (en) * | 2018-08-02 | 2018-12-04 | 陕西建工机械施工集团有限公司 | A kind of anchor pile structure and single pile bearing capacity device |
| CN109898502A (en) * | 2019-04-17 | 2019-06-18 | 中铁上海设计院集团有限公司 | Post-stressed stake applies method under a kind of low-headroom condition |
| CN109898501A (en) * | 2019-04-17 | 2019-06-18 | 中铁上海设计院集团有限公司 | Pretensioned prestressing stake applies method under a kind of low-headroom condition |
-
2014
- 2014-12-22 CN CN201420838558.2U patent/CN204401610U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108930267A (en) * | 2018-08-02 | 2018-12-04 | 陕西建工机械施工集团有限公司 | A kind of anchor pile structure and single pile bearing capacity device |
| CN109898502A (en) * | 2019-04-17 | 2019-06-18 | 中铁上海设计院集团有限公司 | Post-stressed stake applies method under a kind of low-headroom condition |
| CN109898501A (en) * | 2019-04-17 | 2019-06-18 | 中铁上海设计院集团有限公司 | Pretensioned prestressing stake applies method under a kind of low-headroom condition |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150617 Termination date: 20201222 |