CN208009417U - A kind of cross reinforcement novel anchor rod - Google Patents
A kind of cross reinforcement novel anchor rod Download PDFInfo
- Publication number
- CN208009417U CN208009417U CN201820143728.3U CN201820143728U CN208009417U CN 208009417 U CN208009417 U CN 208009417U CN 201820143728 U CN201820143728 U CN 201820143728U CN 208009417 U CN208009417 U CN 208009417U
- Authority
- CN
- China
- Prior art keywords
- anchoring
- inner cylinder
- reinforcing bar
- anchor rod
- cross 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 is related to anchor rod anchored technical fields, more particularly to a kind of cross reinforcement novel anchor rod, including cylinder anchoring body, bolt body, the axle center of the anchoring is formed with the through-hole for placing anchoring inner cylinder, the anchoring inner cylinder section is in cirque structure, the barrel of the anchoring inner cylinder is first-class to be equipped at intervals with the reinforced hole group passed through for reinforcing bar, the reinforced hole group includes four reinforced holes being each passed through for four reinforcing bars in circular array in same level on the barrel of anchoring inner cylinder, the gap passed through for bolt body is formed between the end of the reinforcing bar, the axes extending line intersection of the reinforcing bar is in " ten " word row structure.The utility model can substantially reduce peak stress, and effectively increase the transmission depth of bolt body foundation bolt.
Description
Technical field
The utility model is related to anchor rod anchored technical field more particularly to a kind of cross reinforcement novel anchor rods.
Background technology
Wind power generation stepped basis is the important component of structure, carries the whole load for being born superstructure
It is safely and reliably transmitted to ground, and the effect of holding structure monolithic stability with effect, is wind power generating set safe operation
Key factor；But the design of current blower foundation is still not perfect, and is not well positioned to meet the requirement of economic results in society not only,
But also once there are some bases by the whole engineering accident extracted and destroyed.
Based on the above considerations, the utility model devises a kind of cross reinforcement novel anchor rod.
Utility model content
It the purpose of the utility model is to overcome the deficiencies in the prior art, adapts to reality and needs, a kind of cross is provided and is added
Muscle novel anchor rod.
In order to realize that the purpose of this utility model, the technical solution adopted in the utility model be：
The utility model discloses a kind of cross reinforcement novel anchor rod, including cylinder anchoring body, bolt body,
The axle center of the anchoring is formed with the through-hole for placing anchoring inner cylinder, and the anchoring inner cylinder section is in cirque structure, described
The barrel of anchoring inner cylinder is first-class to be equipped at intervals with the reinforced hole group passed through for reinforcing bar, and the reinforced hole group includes four in same
The reinforced hole that for four piece reinforcing bar is each passed through of the circular array on the barrel of anchoring inner cylinder on horizontal plane, the reinforcing bar
The gap passed through for bolt body is formed between end, the axes extending line intersection of the reinforcing bar is in " ten " word row structure.
It is described the distance between end reinforced equal with the outer diameter of the bolt body.
The reinforcing bar is located at the length of anchoring inner cylinder inner wall part after passing through reinforced hole and positioned at anchoring inner tank theca
The equal length of exterior portion.
The anchoring inner cylinder is plastic round tube or rubber tube.
The anchoring body outer cover is equipped with column, and the cylinder structure of column, the middle part of the column is equipped with and anchor
The hole that solids external shape matches.
The beneficial effects of the utility model are：
1. the utility model can substantially reduce peak stress, and effectively increase the transmission depth of anchor pole foundation bolt；
2. the utility model can preferably be applied to various load cases, the utilization rate of anchor pole material is greatly improved；
3. the utility model can conveniently adjust lower margin by adjusting the thickness of reinforcing bar, groove depth and width
The transmission depth of bolt.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the partial enlarged view of Fig. 1；
Fig. 3 is the structural schematic diagram that inner cylinder is anchored in the utility model；
Fig. 4 is the vertical view that inner cylinder is anchored in the utility model.
In figure, 1 anchoring body, 2 bolt bodies, 3 anchoring inner cylinders, 4 reinforcing bars, 5 reinforced hole groups, 51 reinforced holes, 6 columns.
Specific implementation mode
The utility model is further illustrated with reference to the accompanying drawings and examples：
Referring to Fig. 1-4.
The utility model discloses a kind of cross reinforcement novel anchor rods, including cylinder anchoring body 1, bolt body
2, the axle center of the anchoring body 1 is formed with the through-hole for placing anchoring inner cylinder 3, and 3 section of anchoring inner cylinder is in circular ring shape knot
Structure, the barrel of the anchoring inner cylinder 3 is first-class to be equipped at intervals with the reinforced hole group 5 passed through for reinforcing bar, and the reinforced hole group 5 includes four
A reinforcing bar being each passed through for four reinforcing bars 4 in circular array in same level on the barrel of anchoring inner cylinder 3
Hole 51 forms the gap passed through for bolt body 2, the axes extending line intersection of the reinforcing bar 4 between the end of the reinforcing bar 4
In " ten " word row structure, the embedded depth of preferred bolt body 2 is 5000mm, a diameter of 50mm；Anchoring 1 it is a diameter of
220mm；The depth for anchoring inner cylinder 3 is 2000mm, internal diameter 90mm, outer diameter 140mm；Peak stress can be substantially reduced, and is had
The transmission depth for increasing to effect 2 foundation bolt of anchor pole, can preferably be applied to various load cases, greatly improve anchor pole material
Utilization rate；Preferably, the thickness of reinforcing bar 4 is different, and the outer diameter of the internal diameter and reinforcing bar 4 of corresponding reinforced hole 51 matches, more
The transmission depth of convenient adjustment 2 foundation bolt of bolt body.
Installation process：The anchoring inner cylinder 3 of depth required first is carried out, the reinforced hole 5 that reinforcing bar 4 is passed through, and forms " ten " word
Type structure；Then column 6 is poured outside anchoring 1, bolt body 2 is fixed；Entire anchoring inner cylinder 3 is finally set in anchor
Outside bar body 2, and fix, it is whole to pour together, that is, it completes.
The distance between 4 end of the reinforcing bar is equal with the outer diameter of the bolt body 2, it is ensured that and bolt body 2 can be inserted into,
And reinforcing bar 4 can hold out against bolt body 2, increase the transmission depth of 2 foundation bolt of bolt body.
The reinforcing bar 4 is located at the length of 3 inner wall part of anchoring inner cylinder after passing through reinforced hole 51 and positioned at anchoring inner cylinder 3
The equal length of outer exterior wall part, it is ensured that the stress of reinforcing bar 4 more balances.
The anchoring inner cylinder 3 is plastic round tube or rubber tube.
1 outer cover of the anchoring body is equipped with column 6, and 6 cylinder structure of the column, the middle part of the column 6 is equipped with
The hole to match with 1 outer shape of anchoring body.
The above description is only the embodiments of the present invention, and it does not limit the scope of the patent of the present invention, every
Equivalents made based on the specification and figures of the utility model are applied directly or indirectly in relevant technical field,
It is equally included in the patent within the scope of the utility model.
Claims (5)
1. a kind of cross reinforcement novel anchor rod, it is characterised in that：Including cylinder anchoring body（1）, bolt body（2）,
The anchoring body（1）Axle center be formed with for place anchoring inner cylinder（3）Through-hole, the anchoring inner cylinder（3）Section is in annulus
Shape structure, the anchoring inner cylinder（3）Barrel first-class be equipped at intervals with the reinforced hole group passed through for reinforcing bar（5）, the reinforced hole
Group（5）Including four inner cylinder is being anchored in circular array in same level（3）Barrel on be used for four reinforcing bars（4）
The reinforced hole being each passed through（51）, the reinforcing bar（4）End between formed be used for bolt body（2）The gap passed through, it is described
Reinforcing bar（4）Axes extending line intersection be in " ten " word row structure.
2. a kind of cross reinforcement novel anchor rod according to claim 1, it is characterised in that：The reinforcing bar（4）End it
Between distance and the bolt body（2）Outer diameter it is equal.
3. a kind of cross reinforcement novel anchor rod according to claim 2, it is characterised in that：The reinforcing bar（4）Across steel
Muscle hole（51）It is located at anchoring inner cylinder afterwards（3）The length of inner wall part with positioned at anchoring inner cylinder（3）The length of outer exterior wall part
It spends equal.
4. a kind of cross reinforcement novel anchor rod according to claim 3, it is characterised in that：The anchoring inner cylinder（3）For
Plastic round tube or rubber tube.
5. a kind of cross reinforcement novel anchor rod according to claim 4, it is characterised in that：The anchoring body（1）It is external
It is set with column（6）, the column（6）Cylinder structure, the column（6）Middle part be equipped with and anchoring body（1）External shape
The hole that shape matches.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820143728.3U CN208009417U (en) | 2018-01-29 | 2018-01-29 | A kind of cross reinforcement novel anchor rod |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820143728.3U CN208009417U (en) | 2018-01-29 | 2018-01-29 | A kind of cross reinforcement novel anchor rod |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208009417U true CN208009417U (en) | 2018-10-26 |
Family
ID=63883468
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820143728.3U Expired - Fee Related CN208009417U (en) | 2018-01-29 | 2018-01-29 | A kind of cross reinforcement novel anchor rod |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208009417U (en) |
-
2018
- 2018-01-29 CN CN201820143728.3U patent/CN208009417U/en not_active Expired - Fee Related
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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: 20181026 Termination date: 20190129 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |