CN206015677U - A kind of anchor pole is to medium-height trestle - Google Patents
A kind of anchor pole is to medium-height trestle Download PDFInfo
- Publication number
- CN206015677U CN206015677U CN201620788365.XU CN201620788365U CN206015677U CN 206015677 U CN206015677 U CN 206015677U CN 201620788365 U CN201620788365 U CN 201620788365U CN 206015677 U CN206015677 U CN 206015677U
- Authority
- CN
- China
- Prior art keywords
- anchor
- bar body
- steel plate
- anchor bar
- soil
- 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
Abstract
This utility model belongs to construction technical field, more particularly to a kind of anchor pole is to medium-height trestle, including anchor bar body, described anchor bar body is welded by two anchor poles, and anchor bar body bottom welding has two row's supports, steel plate is welded with each frame bottom, described steel plate is circular arc, and the length of described steel plate is 200 to 250 millimeters, and described anchor bar body is screw-thread steel or steel strand wires, the height of described support is 40 to 50 millimeters, and the thickness of described steel plate is 1 to 2 millimeter.Anchor bar body is located in anchor hole under the supporting of support and steel plate, the steel plate of arc increases the contact area of anchor bar body and the soil body, even if can also be prevented effectively from sand bed or silt soil strata in anchor bar body press-in soil, support ensure that anchor bar body is located at the center in anchor hole, make the thickness of follow-up injecting cement paste uniform, the effective anchor of anchor pole anchor pole is enable in the soil body, it is ensured that subsequent construction quality.
Description
Technical field
This utility model belongs to construction technical field, and more particularly to a kind of anchor pole is to medium-height trestle.
Background technology
Anchor pole for building is that one kind is arranged in drilling, and reinforcing bar or steel strand wires and note in hole in steady soil are stretched in end
The tension body of rod of slurry composition, its one end are connected with engineering structure, and the other end is anchored in soil layer, generally apply pre- answering to which
Power, to bear the pulling force produced by soil pressure, water pressure or wind load etc., in order to safeguard stablizing for structures.But in construction
During, common anchor pole is easily pushed down in the soil body in the pressure of deadweight and affects between two parties, particularly to run into sand bed or mud
During matter soil layer, due to loose geology characteristic, anchor pole is easier to be pressed in the soil body, and the thickness of follow-up injecting cement paste and quality cannot be obtained
Arrive and ensure, anchor pole effectively anchor in the soil body, can not affect subsequent construction quality, bury potential safety hazard.
Utility model content
According to above the deficiencies in the prior art, technical problem to be solved in the utility model is：There is provided, simple structure,
The contact area of anchor pole and the soil body can be increased, it is ensured that anchor bar body will not be pressed in the soil body.
This utility model is realized by following technical scheme：A kind of anchor pole is to medium-height trestle, including anchor bar body, described
Anchor bar body be welded by two anchor poles, it is ensured that the intensity of anchor bar body meets and requires, anchor bar body bottom welding has two row's supports,
Ensure that anchor bar body is stably placed in anchor hole, will not topple over, while ensure that the steel plate width of bottom is sufficiently large, each support
Bottom is welded with steel plate, and described steel plate is circular arc, makes steel plate bigger with anchor hole contact area, the length of described steel plate
For 200 to 250 millimeters, it is ensured that steel plate length is sufficiently large, steel plate is an arcwall face, increases the contact surface of anchor bar body and the soil body
Product, it is ensured that anchor bar body will not be pressed in the soil body.
Described anchor bar body is screw-thread steel or steel strand wires.
The height of described support is 40 to 50 millimeters, it is ensured that anchor bar body can be located at the center in anchor hole.
The thickness of described steel plate is 1 to 2 millimeter, it is ensured that steel plate has enough intensity and rigidity, in use not
Can deform or damaged.
The beneficial effects of the utility model are：
Anchor bar body is located in anchor hole under the supporting of support and steel plate, and the steel plate of arc increases connecing for anchor bar body and the soil body
Contacting surface is accumulated, even if can also be prevented effectively from sand bed or silt soil strata in anchor bar body press-in soil, support ensure that anchor bar body
The center in anchor hole is located at, makes the thickness of follow-up injecting cement paste uniform, enable the effective anchor of anchor pole anchor pole in the soil body, it is ensured that be follow-up
Construction quality.
Description of the drawings
Fig. 1 is structural representation of the present utility model；
Fig. 2 is side view of the present utility model；
Fig. 3 is the structural representation of support.
In figure：1st, anchor bar body；2nd, support；3rd, steel plate.
Specific embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings：
As shown in Figures 1 to 3, a kind of anchor pole described in the utility model is to medium-height trestle, including anchor bar body 1, described anchor pole
Body 1 is welded by two anchor poles, it is ensured that the intensity of anchor bar body 1 meets requirement, and 1 bottom welding of anchor bar body has two row's supports 2, is protected
Card anchor bar body 1 is stably placed in anchor hole, will not be toppled over, while ensure that 3 width of steel plate of bottom is sufficiently large, at each
2 bottom of frame is welded with steel plate 3, and described steel plate 3 is circular arc, makes steel plate 3 bigger with anchor hole contact area, described steel plate
3 length is 200 to 250 millimeters, it is ensured that 3 length of steel plate is sufficiently large, and steel plate 3 is an arcwall face, increases anchor bar body 1 with soil
The contact area of body, it is ensured that anchor bar body 1 will not be pressed in the soil body.
Described anchor bar body 1 is screw-thread steel or steel strand wires.
The height of described support 2 is 40 to 50 millimeters, it is ensured that anchor bar body 1 can be located at the center in anchor hole.
The thickness of described steel plate 3 is 1 to 2 millimeter, it is ensured that steel plate 3 has enough intensity and rigidity, in use
Will not deform or damaged.
Certainly, the above is only preferred embodiment of the present utility model, it is impossible to be considered as new to this practicality for limiting
The scope of embodiments of type.This utility model is also not limited to the example above, and those skilled in the art are in this reality
With the impartial change that is made in new essential scope and improvement etc., patent covering scope of the present utility model all should be belonged to
Interior.
Claims (1)
1. a kind of anchor pole is to medium-height trestle, including anchor bar body (1), it is characterised in that：Described anchor bar body (1) is welded by two anchor poles
Form, anchor bar body (1) bottom welding has two row's supports (2), each support (2) bottom to be welded with steel plate (3), described steel plate
(3) it is circular arc, the length of described steel plate (3) is 200 to 250 millimeters, described anchor bar body (1) is that screw-thread steel or steel are twisted
Line, the height of described support (2) is 40 to 50 millimeters, and the thickness of described steel plate (3) is 1 to 2 millimeter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620788365.XU CN206015677U (en) | 2016-07-25 | 2016-07-25 | A kind of anchor pole is to medium-height trestle |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620788365.XU CN206015677U (en) | 2016-07-25 | 2016-07-25 | A kind of anchor pole is to medium-height trestle |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206015677U true CN206015677U (en) | 2017-03-15 |
Family
ID=58245132
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620788365.XU Expired - Fee Related CN206015677U (en) | 2016-07-25 | 2016-07-25 | A kind of anchor pole is to medium-height trestle |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206015677U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565650A (en) * | 2019-09-16 | 2019-12-13 | 北京市市政四建设工程有限责任公司 | multi-row ultra-deep oblique composite anchor rod pile for narrow space |
-
2016
- 2016-07-25 CN CN201620788365.XU patent/CN206015677U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565650A (en) * | 2019-09-16 | 2019-12-13 | 北京市市政四建设工程有限责任公司 | multi-row ultra-deep oblique composite anchor rod pile for narrow space |
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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 |
Granted publication date: 20170315 Termination date: 20170725 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |