CN218712955U - Novel combination formula earth anchor structure - Google Patents
Novel combination formula earth anchor structure Download PDFInfo
- Publication number
- CN218712955U CN218712955U CN202222994762.0U CN202222994762U CN218712955U CN 218712955 U CN218712955 U CN 218712955U CN 202222994762 U CN202222994762 U CN 202222994762U CN 218712955 U CN218712955 U CN 218712955U
- Authority
- CN
- China
- Prior art keywords
- ground anchor
- plate
- case
- filler
- cavity
- 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.)
- Active
Links
Images
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a novel combined ground anchor structure, including the ground anchor case, the ground anchor case is square, and the bottom is placed on the ground, and the inside of ground anchor case is seted up a cavity, it has the filler as the counter weight of ground anchor case to fill in the cavity, and one side that lies in the ground anchor case is fixed and is provided with the pulling-out that is used for fixed wire rope, and the bottom of ground anchor case is provided with at least one anti-skidding reinforcing bar, the utility model discloses can transport to the scene after the mill is prefabricated, pack again, the structure precision is high, simple to operate, green; compared with a concrete ground anchor, the utility model has the advantages of light weight, convenient installation and use, strong selectivity, dumping of the filler after use and convenient storage, and the filler can be made of materials such as gravel and fine sand; ground anchor bottom of the case portion sets up anti-skidding reinforcing bar, has effectively increased frictional force, makes the ground anchor atress bigger, and the equilibrium is stronger, compares with the concrete, and coefficient of friction is bigger, and the ground anchor effect is more obvious.
Description
Technical Field
The utility model relates to a construction technical field especially relates to a novel combination formula earth anchor structure.
Background
In the conventional engineering installation and disassembly projects such as a gantry crane, a bridge girder erection machine, a crawler crane and the like, a steel wire rope is generally required to be connected with an earth anchor structure to ensure the stability of an installation structure, the earth anchor structure generally adopts concrete blocks to resist overturning, and the concrete blocks are difficult to transport, difficult to install and inconvenient to move.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a novel combination formula earth anchor structure to prior art not enough.
The utility model provides a technical scheme that above-mentioned technical problem adopted does: the utility model provides a novel combination formula earth anchor structure, includes the earth anchor case, the earth anchor case is squarely, and the bottom is placed on the ground, and a cavity has been seted up to the inside of earth anchor case, the cavity intussuseption is filled with the filler and as the counter weight of earth anchor case, and one side that is located the earth anchor case is fixed to be provided with and is used for fixed wire rope's bad that draws, and the bottom of earth anchor case is provided with one at least anti-skidding reinforcing bar.
Preferably, ground anchor case includes roof, bottom plate, left side board, right side board, front bezel and back plate, roof, bottom plate, left side board, right side board, front bezel and back plate are the steel sheet, and thickness is 6mm, forms ground anchor case through welded fastening.
Preferably, a filler hole communicating with the cavity is formed in the top plate, a sealing cover plate capable of opening or closing the filler hole is hinged to the position, located outside the filler hole, of the top plate, and the sealing cover plate is a steel plate.
Preferably, the pull tabs are welded on the left side plate or the right side plate or the front plate or the rear plate, and the number of the pull tabs is at least two.
Preferably, the ground anchor box is internally provided with three insertion plates which divide the cavity into four parts, the insertion ends of the insertion plates are inserted into the cavity from the front plate and abutted to the rear plate, two ends of the insertion plates are abutted to the left side plate and the right side plate, and the non-insertion ends of the insertion plates are provided with handles which are exposed out of the ground anchor box.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the utility model can be transported to the site after being prefabricated in the factory, and then is filled, the structure precision is high, the installation is convenient, and the environment is protected;
2. compared with a concrete ground anchor, the utility model has the advantages of light weight, convenient installation and use, strong selectivity, dumping of the filler after use and convenient storage, and the filler can be made of materials such as gravel and fine sand;
3. ground anchor bottom of the case portion sets up anti-skidding reinforcing bar, has effectively increased frictional force, makes the ground anchor atress bigger, and the equilibrium is stronger, compares with the concrete, and coefficient of friction is bigger, and the ground anchor effect is more obvious.
Drawings
The accompanying drawings are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention, and together with the description serve to explain the invention and not to limit the invention. In the drawings:
fig. 1 is a schematic structural view of the present invention;
fig. 2 is a top view of the present invention.
In the figure: 1. a ground anchor box; 2. a filler; 3. a filler hole; 4. sealing the cover plate; 5. pulling to be damaged; 6. anti-skid steel bars; 7. inserting plates; 8. a handle.
Detailed Description
The technical solution of the present invention is described in detail below with reference to the accompanying drawings, but the scope of the present invention is not limited to the embodiments.
Referring to fig. 1 and 2, a novel combined ground anchor structure comprises a ground anchor box, wherein the ground anchor box 1 is square, the bottom of the ground anchor box is placed on a foundation, the ground anchor box 1 comprises a top plate, a bottom plate, a left side plate, a right side plate, a front plate and a rear plate, the top plate, the bottom plate, the left side plate, the right side plate, the front plate and the rear plate are all steel plates, the steel plates are welded into the ground anchor box 1 with a steel structure according to the requirements of structures, generally, a 6mm steel plate is adopted, a cavity is formed in the ground anchor box 1, filler 2 is filled in the cavity to serve as a balance weight of the ground anchor box 1, a filler hole 3 communicated with the cavity is formed in the top plate, a sealing cover plate 4 capable of opening or closing the filler hole 3 is hinged to the top plate outside the filler hole 3, the sealing cover plate 4 is a steel plate, the sealing cover plate 4 can prevent the filler 2 from running out when the ground anchor works, the ground anchor is increased in stability and practicability, the filler 2 can be made of crushed stone and fine sand, and other materials can be selected more strongly, and the filler 2 can be poured over after being used, and is convenient to be stored; the fixed at least two that are used for fixed wire rope of pulling up bad 5 that are provided with in one side that is located ground anchor case 1, the welding of pulling up bad 5 is on left side board or right side board or front bezel or back plate, specifically depending on wire rope's installation direction and deciding, and the bottom of ground anchor case 1 is provided with one at least anti-skidding reinforcing bar 6, has effectively increased frictional force, makes the ground anchor atress bigger, and the equilibrium is stronger, compares with the concrete, and coefficient of friction is bigger, and the ground anchor effect is more obvious.
Therefore, the utility model can be designed and determined according to different conditions, and has wide application; the prefabricated steel plate can be transported to the site after being prefabricated in a factory, and then is filled, so that the structure precision is high, the installation is convenient, and the environment is protected; compared with a concrete ground anchor, the concrete ground anchor is light and convenient to install and use, the filler 2 can be made of materials such as broken stones and fine sand, the selectivity is stronger, and the filler 2 is poured after being used, so that the storage is convenient; the top plate is provided with the sealing cover plate 4, so that the filler 2 can be prevented from escaping when the ground anchor works, and the stability and the practicability of the ground anchor box 1 are improved; the anti-skid steel bars 6 are arranged on the bottom plate, so that the friction force is effectively increased, the ground anchor is stressed more, the balance is stronger, the friction coefficient is larger compared with that of concrete, and the ground anchor has a more obvious effect; the ground anchor box 1 is made of a steel structure, so that the strength is higher, and the service cycle of the ground anchor structure is prolonged.
Furthermore the utility model discloses in, ground anchor case 1's inside is provided with three picture peg 7 with cavity equi-divide into four bibliographic categories branch, the end of inserting of picture peg 7 inserts in the cavity and the butt receives the back plate from the front bezel, the both ends butt of picture peg 7 is on left side board and right side board, the non-end of inserting of picture peg 7 is provided with handle 8, handle 8 spills outside ground anchor case 1, in this technical scheme, picture peg 7's use can reduce the use of filler 2, the filling volume of filler 2 is controlled through the quantity of inserting picture peg 7 from filler hole 3 below, make ground anchor case 1's weight satisfy needs can, at first can avoid filler 2's waste, secondly can reduce the weight that filler 2 emptys, make filler 2 emptys become simple, of course, a plurality of ground anchor case 1 structures can be used to atress jointly when available, the convenience has been increased, prevent that single ground anchor structure atress is not enough and can's unable use, just need not insert picture peg 7 under this condition.
As above, while the invention has been shown and described with reference to certain preferred embodiments, it is not to be construed as limiting the invention itself. Various changes in form and detail may be made therein without departing from the spirit and scope of the invention as defined by the appended claims.
Claims (5)
1. The utility model provides a novel combination formula earth anchor structure, its characterized in that, includes the earth anchor case, the earth anchor case is squarely, and the bottom is placed on the ground, and a cavity has been seted up to the inside of earth anchor case, the cavity intussuseption is filled with the filler and is regarded as the counter weight of earth anchor case, and one side that lies in the earth anchor case is fixed to be provided with and is used for fixed wire rope's drawing bad, and the bottom of earth anchor case is provided with one at least anti-skidding reinforcing bar.
2. The novel combined ground anchor structure as claimed in claim 1, wherein the ground anchor box comprises a top plate, a bottom plate, a left side plate, a right side plate, a front plate and a rear plate, the top plate, the bottom plate, the left side plate, the right side plate, the front plate and the rear plate are all steel plates with a thickness of 6mm, and the ground anchor box is formed by welding and fixing.
3. The novel combined ground anchor structure as claimed in claim 2, wherein the top plate is provided with a filler hole communicating with the cavity, the top plate is hinged to a sealing cover plate capable of opening or closing the filler hole, the sealing cover plate is a steel plate.
4. The novel combined ground anchor structure as claimed in claim 3, wherein the pull-out pieces are welded to the left or right side plate or the front or rear plate, and the number of the pull-out pieces is at least two.
5. The novel combined ground anchor structure as claimed in claim 4, wherein three insert plates are provided inside the ground anchor box to divide the cavity into four parts, the insert ends of the insert plates are inserted into the cavity from the front plate and abutted to the rear plate, the two ends of the insert plates are abutted to the left and right side plates, and the non-insert ends of the insert plates are provided with handles which leak out of the ground anchor box.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222994762.0U CN218712955U (en) | 2022-11-10 | 2022-11-10 | Novel combination formula earth anchor structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222994762.0U CN218712955U (en) | 2022-11-10 | 2022-11-10 | Novel combination formula earth anchor structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218712955U true CN218712955U (en) | 2023-03-24 |
Family
ID=85612691
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222994762.0U Active CN218712955U (en) | 2022-11-10 | 2022-11-10 | Novel combination formula earth anchor structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218712955U (en) |
-
2022
- 2022-11-10 CN CN202222994762.0U patent/CN218712955U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR100495782B1 (en) | A Facing panel for reinforced earth wall and its construction method | |
| CN209053120U (en) | Bolt Bolted angle connection assembled counterfort retaining wall | |
| KR100764135B1 (en) | Reinforced soil retaining wall and method for constructing therof | |
| CN218712955U (en) | Novel combination formula earth anchor structure | |
| KR100583294B1 (en) | A Facing panel for reinforced earth wall and its construction method | |
| JP2010209514A (en) | Block for road, road, and road widening method | |
| KR20120131693A (en) | Prefabricated block for retaining wall and method for constructing retaining wall using the same | |
| JP2007308882A (en) | Lightweight embankment structure | |
| CN210507214U (en) | Stable pneumatic lifting column for traffic | |
| CN110984691A (en) | Construction method of enclosure upright post | |
| CN212294415U (en) | Small cement pile for highway engineering | |
| CN210888274U (en) | Turnover base of steel pipe upright post frame | |
| US4519730A (en) | Method for constructing underground structure | |
| CN111764401A (en) | Full-assembly combined plate support | |
| JPH0960012A (en) | Water-permeable temporary earth retaining member and method for constructing concrete wall using the same | |
| CN218880938U (en) | Prefabricated retaining wall | |
| KR20000075357A (en) | Block &Anchor Sysetm | |
| CN107642097A (en) | Light-duty refuse dump retaining structure | |
| CN220394631U (en) | Pile-to-pile inclined inserting plate-anchor rod assembled retaining wall | |
| CN117449347B (en) | High-filling existing buttress type retaining wall connection reinforcing structure and construction method | |
| CN218881721U (en) | Facade combination pin-connected panel faces and builds construction structure | |
| JP2014009473A (en) | Retaining wall block | |
| KR102402243B1 (en) | Temporary Retaining Wall by cell structure laminating and Constructing Method thereof | |
| CN220433704U (en) | Steel sleeve box device for reinforcing bridge foundation pile lifting | |
| KR20040052825A (en) | steel sheet and steeting method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |