CN209907734U - Steel reinforcement cage - Google Patents
Steel reinforcement cage Download PDFInfo
- Publication number
- CN209907734U CN209907734U CN201920491908.5U CN201920491908U CN209907734U CN 209907734 U CN209907734 U CN 209907734U CN 201920491908 U CN201920491908 U CN 201920491908U CN 209907734 U CN209907734 U CN 209907734U
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- CN
- China
- Prior art keywords
- stirrups
- reinforcement cage
- stirrup
- ribs
- steel 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
Links
- 230000002787 reinforcement Effects 0.000 title claims abstract description 27
- 229910000831 Steel Inorganic materials 0.000 title abstract description 10
- 239000010959 steel Substances 0.000 title abstract description 10
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 5
- 210000003205 muscle Anatomy 0.000 description 5
- 238000010276 construction Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
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- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model discloses a steel reinforcement cage, its characteristics are, include: the annular fixing pieces comprise first stirrups and second stirrups which are positioned in the first stirrups and concentric with the first stirrups, and connecting ribs are fixedly connected between the first stirrups and the second stirrups; the inner main reinforcements are uniformly arranged on the inner side of the second stirrup and are welded and fixed with the second stirrup; the outer main reinforcements are uniformly arranged on the outer sides of the first stirrups and are welded and fixed with the first stirrups; and reinforcing ribs are fixedly connected between the two radially opposite outer main ribs and the inner main rib. The utility model discloses an anti radial compressive strength is high for non-deformable when the steel reinforcement cage hoists is difficult for collapsing when concreting.
Description
Technical Field
The utility model belongs to the technical field of the steel bar goods, especially, relate to a steel reinforcement cage.
Background
The reinforcement cage used in the construction of the existing pile foundation comprises a plurality of vertical main reinforcements arranged in a cylindrical shape and stirrups welded on the main reinforcements. The disadvantages are that: the radial pressure resistance and the axial pressure resistance are poor, the hoisting is easy to deform, and the concrete is easy to collapse when being poured. Therefore, improvements are needed.
Disclosure of Invention
The utility model aims at providing a steel reinforcement cage aiming at the defects existing in the prior art.
The utility model adopts the technical proposal that: a reinforcement cage comprising:
the annular fixing pieces comprise first stirrups and second stirrups which are positioned in the first stirrups and concentric with the first stirrups, and connecting ribs are fixedly connected between the first stirrups and the second stirrups;
the inner main reinforcements are uniformly arranged on the inner side of the second stirrup and are welded and fixed with the second stirrup; and
a plurality of outer main reinforcements which are uniformly arranged at the outer side of the first stirrup and are welded and fixed with the first stirrup,
and reinforcing ribs are fixedly connected between the two radially opposite outer main ribs and the inner main rib.
The connecting ribs are I-shaped, inverted V-shaped or wavy.
The reinforcing ribs are I-shaped, inverted V-shaped or wavy.
After the structure is adopted, compared with the prior art, the utility model the advantage that has is: the utility model discloses an anti radial compressive strength is high for non-deformable when the steel reinforcement cage hoists is difficult for collapsing when concreting.
Drawings
Fig. 1 is a schematic structural view (right side view) of the present invention.
Fig. 2 is a partial sectional view (front view) of the present invention.
Detailed Description
The following description is only for the preferred embodiment of the present invention, and the protection scope of the present invention is not limited thereby, the present invention will be further explained with reference to the drawings and the embodiments.
Examples, see fig. 1-2: a reinforcement cage comprising: a plurality of annular fixed parts, a plurality of inner main ribs 1 and a plurality of outer main ribs 2. The annular fixing piece comprises a first stirrup 3 and a second stirrup 4 which is positioned in the first stirrup 3 and is concentric with the first stirrup 3, and a plurality of reverse V-shaped connecting ribs 5 are fixedly connected between the first stirrup 3 and the second stirrup 4, so that the annular fixing piece has stronger radial pressure resistance. The inner main reinforcements 1 are uniformly arranged on the inner sides of the second stirrups 4, and the inner main reinforcements 1 and the second stirrups 4 are welded and fixed; the outer main reinforcements 2 are uniformly arranged on the outer sides of the first stirrups 3, and the outer main reinforcements 2 and the first stirrups 3 are welded and fixed; two radially relative the rigid coupling has the strengthening rib 6 of I type between outer main muscle 2 and the interior main muscle 1 for outer main muscle 2 and interior main muscle 1 form the muscle body of a stronger anti radial pressure and axial pressure, thereby improve the whole anti radial pressure of steel reinforcement cage and anti axial pressure's ability, non-deformable when making the steel reinforcement cage hoist and mount, difficult when pouring the concrete is collapsed.
Claims (3)
1. A reinforcement cage, comprising:
the annular fixing pieces comprise first stirrups and second stirrups which are positioned in the first stirrups and concentric with the first stirrups, and connecting ribs are fixedly connected between the first stirrups and the second stirrups;
the inner main reinforcements are uniformly arranged on the inner side of the second stirrup and are welded and fixed with the second stirrup; and
a plurality of outer main reinforcements which are uniformly arranged at the outer side of the first stirrup and are welded and fixed with the first stirrup,
and reinforcing ribs are fixedly connected between the two radially opposite outer main ribs and the inner main rib.
2. A reinforcement cage according to claim 1, wherein: the connecting ribs are I-shaped, inverted V-shaped or wavy.
3. A reinforcement cage according to claim 1, wherein: the reinforcing ribs are I-shaped, inverted V-shaped or wavy.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920491908.5U CN209907734U (en) | 2019-04-11 | 2019-04-11 | Steel reinforcement cage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920491908.5U CN209907734U (en) | 2019-04-11 | 2019-04-11 | Steel reinforcement cage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209907734U true CN209907734U (en) | 2020-01-07 |
Family
ID=69036071
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920491908.5U Expired - Fee Related CN209907734U (en) | 2019-04-11 | 2019-04-11 | Steel reinforcement cage |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209907734U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111794444A (en) * | 2020-07-31 | 2020-10-20 | 曹宝军 | Passive building stainless steel assembled reinforcement structure system |
| CN112160492A (en) * | 2020-10-09 | 2021-01-01 | 迟庆峰 | Punching angle steel concrete |
| CN112211187A (en) * | 2020-09-25 | 2021-01-12 | 福建新华夏建工有限公司 | Reinforcement cage structure for karst area pile foundation and pile foundation construction method |
-
2019
- 2019-04-11 CN CN201920491908.5U patent/CN209907734U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111794444A (en) * | 2020-07-31 | 2020-10-20 | 曹宝军 | Passive building stainless steel assembled reinforcement structure system |
| CN112211187A (en) * | 2020-09-25 | 2021-01-12 | 福建新华夏建工有限公司 | Reinforcement cage structure for karst area pile foundation and pile foundation construction method |
| CN112160492A (en) * | 2020-10-09 | 2021-01-01 | 迟庆峰 | Punching angle steel concrete |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200107 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |