CN204491583U - For the reinforcement structure of fluid concrete stake - Google Patents
For the reinforcement structure of fluid concrete stake Download PDFInfo
- Publication number
- CN204491583U CN204491583U CN201520044201.1U CN201520044201U CN204491583U CN 204491583 U CN204491583 U CN 204491583U CN 201520044201 U CN201520044201 U CN 201520044201U CN 204491583 U CN204491583 U CN 204491583U
- Authority
- CN
- China
- Prior art keywords
- reinforcing bar
- secondary reinforcing
- main reinforcement
- wire gauze
- reinforcement
- 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
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Abstract
The utility model relates to a kind of reinforcement structure for fluid concrete stake, comprise the secondary reinforcing bar that a main reinforcement and some even circumferences are arranged on main reinforcement periphery, described secondary reinforcing bar is parallel with main reinforcement and secondary reinforcing bar is equal with the length of main reinforcement, wire gauze is provided with between described main reinforcement and secondary reinforcing bar, wire gauze is equipped with between two adjacent secondary reinforcing bars, the vertical height of described wire gauze equals the length of main reinforcement, and the junction of described wire gauze and main reinforcement or secondary reinforcing bar is by being welded and fixed.This reinforcement structure being used for fluid concrete stake adopts wire gauze structure to reinforce concrete, be conducive to the fastness of concrete coagulation, when being subject to external force strong impaction, also the stability of pile body structure can be ensured, prevent whole pile body from bursting, adopt wire gauze also can reduce the usage quantity of reinforcing bar, significantly reduce the own wt of pile body, convenient transhipment and piling.
Description
Technical field
The utility model relates to concrete pile field, particularly a kind of reinforcement structure for fluid concrete stake.
Background technology
Concrete pile uses widely in infrastructure, but because different regions has different geological conditionss, existing concrete pile cannot adapt to completely, quick-fried stake when particularly some concrete piles cause because bearing capacity is not high constructing, antidetonation, tensile property are poor, prior art is all adopt in stake, to increase reinforcing bar use as reinforcing rib, but the weight of reinforcing bar itself is larger, once the number of steel bars in stake is more, then the overall weight of concrete pile can be very heavy, very inconvenient carrying and piling.
Utility model content
The technical problems to be solved in the utility model is: in order to overcome the deficiencies in the prior art, and provide a kind of bearing capacity high, stress influence is little, and structure is simply firmly for the reinforcement structure of fluid concrete stake.
The utility model solves the technical scheme that its technical problem adopts: a kind of reinforcement structure for fluid concrete stake, comprise the secondary reinforcing bar that a main reinforcement and some even circumferences are arranged on main reinforcement periphery, described secondary reinforcing bar is parallel with main reinforcement and secondary reinforcing bar is equal with the length of main reinforcement, wire gauze is provided with between described main reinforcement and secondary reinforcing bar, wire gauze is equipped with between two adjacent secondary reinforcing bars, the vertical height of described wire gauze equals the length of main reinforcement, and the junction of described wire gauze and main reinforcement or secondary reinforcing bar is by being welded and fixed.
As preferably, the spacing between two secondary reinforcing bars is less than the spacing between main reinforcement and secondary reinforcing bar.
As preferably, be provided with two bracing pieces between described main reinforcement and same secondary reinforcing bar, two bracing pieces are parallel to each other, and described bracing piece one end is connected with the end winding support of main reinforcement, and the other end of described bracing piece is connected with the end winding support of secondary reinforcing bar.
As preferably, be provided with two bracing pieces be parallel to each other between described two adjacent secondary reinforcing bars, described bracing piece one end is connected with the end winding support of a wherein secondary reinforcing bar, and the other end of described bracing piece is connected with the end winding support of an other secondary reinforcing bar.
The beneficial effects of the utility model are: this reinforcement structure being used for fluid concrete stake adopts wire gauze structure to reinforce concrete, be conducive to the fastness of concrete coagulation, when being subject to external force strong impaction, also the stability of pile body structure can be ensured, prevent whole pile body from bursting, adopt wire gauze also can reduce the usage quantity of reinforcing bar, significantly reduce the own wt of pile body, convenient transhipment and piling.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Fig. 1 is the structural representation of the reinforcement structure for fluid concrete stake of the present utility model;
Fig. 2 be Fig. 1 A-A to sectional view;
In figure: 1. main reinforcement, 2. secondary reinforcing bar, 3. wire gauze, 4. bracing piece.
Detailed description of the invention
By reference to the accompanying drawings the utility model is described in further detail now.These accompanying drawings are the schematic diagram of simplification, only basic structure of the present utility model are described in a schematic way, and therefore it only shows the formation relevant with the utility model.
As shown in Figure 1-2, a kind of reinforcement structure for fluid concrete stake, comprise the secondary reinforcing bar 2 that a main reinforcement 1 and some even circumferences are arranged on main reinforcement 1 periphery, described secondary reinforcing bar 2 is parallel with main reinforcement 1 and secondary reinforcing bar 2 is equal with the length of main reinforcement 1, wire gauze 3 is provided with between described main reinforcement 1 and secondary reinforcing bar 2, wire gauze 3 is equipped with between two adjacent secondary reinforcing bars 2, the vertical height of described wire gauze 3 equals the length of main reinforcement 1, and the junction of described wire gauze 3 and main reinforcement 1 or secondary reinforcing bar 2 is by being welded and fixed.
As preferably, the spacing between two secondary reinforcing bars 2 is less than the spacing between main reinforcement 1 and secondary reinforcing bar 2.
As preferably, be provided with two bracing pieces, 4, two bracing pieces 4 between described main reinforcement 1 and same secondary reinforcing bar 2 and be parallel to each other, described bracing piece 4 one end is connected with the end winding support of main reinforcement 1, and the other end of described bracing piece 4 is connected with the end winding support of secondary reinforcing bar 2.
As preferably, be provided with two bracing pieces be parallel to each other 4 between described two adjacent secondary reinforcing bars 2, described bracing piece 4 one end is connected with the end winding support of a wherein secondary reinforcing bar 2, and the other end of described bracing piece 4 is connected with the end winding support of an other secondary reinforcing bar 2.
Compared with prior art, this reinforcement structure being used for fluid concrete stake adopts wire gauze 3 structure to reinforce concrete, be conducive to the fastness of concrete coagulation, when being subject to external force strong impaction, also can ensure the stability of pile body structure, prevent whole pile body from bursting, adopt wire gauze 3 also can reduce the usage quantity of reinforcing bar, significantly reduce the own wt of pile body, convenient transhipment and piling.
With above-mentioned according to desirable embodiment of the present utility model for enlightenment, by above-mentioned description, relevant staff in the scope not departing from this utility model technological thought, can carry out various change and amendment completely.The technical scope of this utility model is not limited to the content on manual, must determine its technical scope according to right.
Claims (4)
1. the reinforcement structure for fluid concrete stake, it is characterized in that, comprise a main reinforcement (1) and some even circumferences and be arranged on the peripheral secondary reinforcing bar (2) of main reinforcement (1), described secondary reinforcing bar (2) is parallel with main reinforcement (1) and secondary reinforcing bar (2) is equal with the length of main reinforcement (1), wire gauze (3) is provided with between described main reinforcement (1) and secondary reinforcing bar (2), wire gauze (3) is equipped with between two adjacent secondary reinforcing bars (2), the vertical height of described wire gauze (3) equals the length of main reinforcement (1), the junction of described wire gauze (3) and main reinforcement (1) or secondary reinforcing bar (2) is by being welded and fixed.
2., as claimed in claim 1 for the reinforcement structure of fluid concrete stake, it is characterized in that, the spacing between two secondary reinforcing bars (2) is less than the spacing between main reinforcement (1) and secondary reinforcing bar (2).
3. as claimed in claim 1 for the reinforcement structure of fluid concrete stake, it is characterized in that, two bracing pieces (4) are provided with between described main reinforcement (1) and same secondary reinforcing bar (2), two bracing pieces (4) are parallel to each other, described bracing piece (4) one end is connected with the end winding support of main reinforcement (1), and the other end of described bracing piece (5) is connected with the end winding support of secondary reinforcing bar (2).
4. as claimed in claim 1 for the reinforcement structure of fluid concrete stake, it is characterized in that, two bracing pieces be parallel to each other (4) are provided with between described two adjacent secondary reinforcing bars (2), described bracing piece (4) one end is connected with the end winding support of a wherein secondary reinforcing bar (2), and the other end of described bracing piece (4) is connected with the end winding support of an other secondary reinforcing bar (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520044201.1U CN204491583U (en) | 2015-01-22 | 2015-01-22 | For the reinforcement structure of fluid concrete stake |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520044201.1U CN204491583U (en) | 2015-01-22 | 2015-01-22 | For the reinforcement structure of fluid concrete stake |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204491583U true CN204491583U (en) | 2015-07-22 |
Family
ID=53570884
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520044201.1U Expired - Fee Related CN204491583U (en) | 2015-01-22 | 2015-01-22 | For the reinforcement structure of fluid concrete stake |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204491583U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049461A (en) * | 2016-05-31 | 2016-10-26 | 中铁二十二局集团电气化工程有限公司 | Construction method for filling piles |
-
2015
- 2015-01-22 CN CN201520044201.1U patent/CN204491583U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049461A (en) * | 2016-05-31 | 2016-10-26 | 中铁二十二局集团电气化工程有限公司 | Construction method for filling piles |
| CN106049461B (en) * | 2016-05-31 | 2018-04-06 | 中铁二十二局集团电气化工程有限公司 | The construction method of bored concrete pile |
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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: 20150722 Termination date: 20210122 |