CN204715390U - Anchor rod foundation structure - Google Patents
Anchor rod foundation structure Download PDFInfo
- Publication number
- CN204715390U CN204715390U CN201520138925.2U CN201520138925U CN204715390U CN 204715390 U CN204715390 U CN 204715390U CN 201520138925 U CN201520138925 U CN 201520138925U CN 204715390 U CN204715390 U CN 204715390U
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- China
- Prior art keywords
- reinforcement
- crab
- concrete slab
- foundation concrete
- anchor rod
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Abstract
The utility model discloses a kind of anchor rod foundation structure, comprise reinforcement foundation concrete slab, crab-bolt cage is provided with in reinforcement foundation concrete slab, crab-bolt cage is two, and arrange near reinforcement foundation concrete slab two sides respectively, regulating shaft is provided with in crab-bolt cage, regulating shaft top extends on reinforcement foundation concrete slab upper surface lateral surface, bottom it be all fixed on a bed course bottom crab-bolt cage, basic benzene plate is connected with between two crab-bolt cages, benzene plate two ends, basis are all fixed on crab-bolt cage, bed course soffit and reinforcement foundation concrete slab soffit are all fixed on a reinforcement base plate, and bed course soffit and reinforcement foundation concrete slab soffit are all built-in with hold-down screw with reinforcement back plate connections.This anchor rod foundation structure reduces difficulty of construction, adds the contact surface of anchor rod foundation and ground, better can share vertical load, increases its anchoring dynamics, also can avoid anchor pole and anchor pole be in the milk between the bond failure phenomenon that occurs, increase security performance.
Description
Technical field
The utility model relates to a kind of foundation structure, particularly a kind of anchor rod foundation structure.
Background technology
At present for large-scale or superhuge towering pier construction, the spread footing of many employings bulky dimensions, mainly improve stability by the weight of large-scale spread footing, thus ensure the stable of superstructure, keep good working order, the load that superstructure is conducted is distributed on the ground of larger area simultaneously, thus ensure that bearing capacity of foundation soil can be up to standard, but material usage can be caused so larger, cost is very high, and can not better play supporting protection performance, easily there is anchor pole destabilization phenomenon, and cost is very high, and construction is complicated, cause the construction period longer, be unfavorable for the saving of construction cost.
Utility model content
The technical problems to be solved in the utility model is: overcome the problems referred to above, provides one to reduce difficulty of construction, adds the contact surface of anchor rod foundation and ground, better can share vertical load, increases the anchor rod foundation structure of its anchoring dynamics.
To achieve these goals, the technical solution adopted in the utility model is such: anchor rod foundation structure of the present utility model, comprise reinforcement foundation concrete slab, crab-bolt cage is provided with in reinforcement foundation concrete slab, crab-bolt cage is two, and arrange near reinforcement foundation concrete slab two sides respectively, regulating shaft is provided with in crab-bolt cage, regulating shaft top extends on reinforcement foundation concrete slab upper surface lateral surface, bottom it be all fixed on a bed course bottom crab-bolt cage, basic benzene plate is connected with between two crab-bolt cages, benzene plate two ends, basis are all fixed on crab-bolt cage, bed course soffit and reinforcement foundation concrete slab soffit are all fixed on a reinforcement base plate, and bed course soffit and reinforcement foundation concrete slab soffit are all built-in with hold-down screw with reinforcement back plate connections.
Further, as a kind of concrete form of structure, between crab-bolt cage described in the utility model and regulating shaft, be connected with tapered cup nut.
Further, as a kind of concrete form of structure, installing plate described in the utility model adopts Steel material to make.
Further, as a kind of concrete form of structure, basic benzene plate thickness described in the utility model is between one to two centimetre.
Further, as a kind of concrete form of structure, reinforcement base plate described in the utility model adopts Steel material to make.
Further, as a kind of concrete form of structure, the built-in steel bar of reinforcement base plate described in the utility model.
Further, as a kind of concrete form of structure, reinforcement foundation concrete slab described in the utility model is equipped with steel frame.
Compared with prior art, the utility model has the advantage of: this anchor rod foundation structure reduces difficulty of construction, add the contact surface of anchor rod foundation and ground, better can share vertical load, increase its anchoring dynamics, also can avoid anchor pole and anchor pole be in the milk between the bond failure phenomenon that occurs, increase security performance.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Fig. 1 is structural representation of the present utility model;
In figure: 1. reinforcement foundation concrete slab; 2. crab-bolt cage; 3. regulating shaft; 4. installing plate; 5. bed course; 6. basic benzene plate; 7. strengthen base plate.
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.
The preferred embodiment of the utility model anchor rod foundation structure as shown in Figure 1, comprise reinforcement foundation concrete slab 1, crab-bolt cage 2 is provided with in reinforcement foundation concrete slab 1, crab-bolt cage 2 is two, and arrange near reinforcement foundation concrete slab 1 two sides respectively, regulating shaft 3 is provided with in crab-bolt cage 2, regulating shaft 3 top extends on reinforcement foundation concrete slab 1 upper surface lateral surface, bottom it be all fixed on a bed course bottom crab-bolt cage 2, basic benzene plate 6 is connected with between two crab-bolt cages 2, benzene plate 6 two ends, basis are all fixed on crab-bolt cage 2, bed course 5 soffit and reinforcement foundation concrete slab 1 soffit are all fixed on a reinforcement base plate 7, and bed course 5 soffit and reinforcement foundation concrete slab 1 soffit are all built-in with hold-down screw with reinforcement base plate 7 junction, tapered cup nut is connected with between described crab-bolt cage 2 and regulating shaft 3, described installing plate 4 adopts Steel material to make, described basic benzene plate 6 thickness is between one to two centimetre, described reinforcement base plate 7 adopts Steel material to make, the built-in steel bar of described reinforcement base plate 7, described reinforcement foundation concrete slab 1 is equipped with steel frame.
Anchor rod foundation structure of the present utility model reduces difficulty of construction, add the contact surface of anchor rod foundation and ground, better can share vertical load, increase its anchoring dynamics, also can avoid anchor pole and anchor pole be in the milk between the bond failure phenomenon that occurs, increase security performance.Be connected with tapered cup nut between described crab-bolt cage 2 and regulating shaft 3, can conveniently regulate; Mounting structure is more firm; The built-in steel bar of described reinforcement base plate 7, described reinforcement foundation concrete slab 1 is equipped with steel frame, improves self structure performance.
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 (6)
1. an anchor rod foundation structure, comprise reinforcement foundation concrete slab, it is characterized in that: in reinforcement foundation concrete slab, be provided with crab-bolt cage, crab-bolt cage is two, and arrange near reinforcement foundation concrete slab two sides respectively, regulating shaft is provided with in crab-bolt cage, regulating shaft top extends on reinforcement foundation concrete slab upper surface lateral surface, bottom it be all fixed on a bed course bottom crab-bolt cage, basic benzene plate is connected with between two crab-bolt cages, benzene plate two ends, basis are all fixed on crab-bolt cage, bed course soffit and reinforcement foundation concrete slab soffit are all fixed on a reinforcement base plate, and bed course soffit and reinforcement foundation concrete slab soffit are all built-in with hold-down screw with reinforcement back plate connections.
2. anchor rod foundation structure according to claim 1, is characterized in that: be connected with tapered cup nut between described crab-bolt cage and regulating shaft.
3. anchor rod foundation structure according to claim 1, is characterized in that: described basic benzene plate thickness is between one to two centimetre.
4. anchor rod foundation structure according to claim 1, is characterized in that: described reinforcement base plate adopts Steel material to make.
5. anchor rod foundation structure according to claim 1, is characterized in that: the built-in steel bar of described reinforcement base plate.
6. anchor rod foundation structure according to claim 1, is characterized in that: described reinforcement foundation concrete slab is equipped with steel frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520138925.2U CN204715390U (en) | 2015-03-12 | 2015-03-12 | Anchor rod foundation structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520138925.2U CN204715390U (en) | 2015-03-12 | 2015-03-12 | Anchor rod foundation structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204715390U true CN204715390U (en) | 2015-10-21 |
Family
ID=54314394
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520138925.2U Withdrawn - After Issue CN204715390U (en) | 2015-03-12 | 2015-03-12 | Anchor rod foundation structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204715390U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104762987A (en) * | 2015-03-12 | 2015-07-08 | 成都迅德科技有限公司 | Anchor rod foundation structure |
-
2015
- 2015-03-12 CN CN201520138925.2U patent/CN204715390U/en not_active Withdrawn - After Issue
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104762987A (en) * | 2015-03-12 | 2015-07-08 | 成都迅德科技有限公司 | Anchor rod foundation structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20151021 Effective date of abandoning: 20160817 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |