CN220365603U - Composite structure of anchor bolt support corrugated steel plate - Google Patents
Composite structure of anchor bolt support corrugated steel plate Download PDFInfo
- Publication number
- CN220365603U CN220365603U CN202321552815.1U CN202321552815U CN220365603U CN 220365603 U CN220365603 U CN 220365603U CN 202321552815 U CN202321552815 U CN 202321552815U CN 220365603 U CN220365603 U CN 220365603U
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- Prior art keywords
- corrugated steel
- steel plate
- composite structure
- anchor
- anchor bolt
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 52
- 239000010959 steel Substances 0.000 title claims abstract description 52
- 239000002131 composite material Substances 0.000 title claims abstract description 28
- 238000010276 construction Methods 0.000 abstract description 7
- 238000005516 engineering process Methods 0.000 description 5
- 230000003014 reinforcing effect Effects 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 239000011435 rock Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
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- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses an anchor bolt support corrugated steel plate composite structure which comprises a corrugated steel plate, wherein anchor bolts are arranged at wave crests of the corrugated steel plate through high-strength bolts, and end plates are arranged at the other ends of the anchor bolts through the high-strength bolts. The anchor bolt support corrugated steel plate composite structure has the advantages of light structure, convenient construction and low cost, can be widely applied to bridge and culvert engineering with large span and high filling, and widens the application range of the corrugated steel plate composite structure.
Description
Technical Field
The utility model belongs to the technical field of support and relates to an anchor bolt support corrugated steel plate composite structure.
Background
The anchor bolt supporting technology is used as an active supporting technology, is applied to the reinforcing engineering of a side slope in the United kingdom for the first time in 1872, is started to be applied to the supporting of mine roadways in the United kingdom in the United states in 1918, and is continuously developed in practical engineering along with the gradual application of the anchor bolt supporting technology in various large-scale engineering constructions, such as a reinforcing arch theory, a suspension theory, a combination beam theory, an anchor bolt surrounding rock strength reinforcing theory and the like, and plays an important role in the design and application of anchor bolts. The anchor bolt supporting technology in China has been greatly developed, the supporting theory and the supporting mode are gradually improved, and the supporting level is also necessary to realize further leap.
The corrugated steel structure research in China starts later, lacks design and construction experience of a large-span and high-filling corrugated steel pipe culvert, is more complex in stress condition, is more prone to undesirable phenomena such as buckling deformation and stress concentration, and is weaker in strength and stability. Therefore, under the great background that the anchor bolt support technology is mature day by day, the anchor bolt is combined with the corrugated steel plate, surrounding rock soil is reinforced by the anchor bolt, the stability is enhanced, specific engineering requirements are met, and the application range of the anchor bolt is very important to expand.
Disclosure of Invention
The utility model aims to provide an anchor bolt support corrugated steel plate composite structure, which solves the problem of poor strength and stability of the corrugated steel plate in the prior art.
The technical scheme includes that the anchor bolt support corrugated steel plate composite structure comprises corrugated steel plates, wherein anchor bolts are arranged at wave crests of the corrugated steel plates through high-strength bolts, and end plates are arranged at the other ends of the anchor bolts through the high-strength bolts.
The utility model is also characterized in that:
bolt holes are formed in the crest of the corrugated steel plate and in the end plate.
A high-strength bolt is arranged in the bolt hole.
The anchor rods are arranged along the normal direction of the profile line of the section of the corrugated steel plate.
The distance between the anchor rods is 0.5 m-3 m.
The length of the anchor rod is 1 m-5 m.
The beneficial effects of the utility model are as follows:
(1) The composite structure of the anchor bolt supporting corrugated steel plate improves the bearing capacity of the corrugated steel structure.
(2) The anchor bolt support corrugated steel plate composite structure widens the application range of the corrugated steel structure.
(3) The anchor bolt support corrugated steel plate composite structure adopts factory processing production and field assembly construction, greatly shortens the construction period, and has the advantages of light structure, simple and convenient construction and easy operation.
Drawings
FIG. 1 is a schematic axial cross-sectional view of a composite structure of a corrugated steel plate for anchor support according to the present utility model;
FIG. 2 is a schematic cross-sectional view of a composite structure of a corrugated steel plate for anchor support according to the present utility model.
In the figure, 1, corrugated steel plate, 2, high-strength bolt, 3, anchor rod and 4, end plate.
Detailed Description
The utility model will be described in detail below with reference to the drawings and the detailed description.
Example 1
The utility model discloses an anchor bolt support corrugated steel plate composite structure, which is shown in figure 1 and comprises a corrugated steel plate 1, wherein an anchor rod 3 is arranged at the wave crest of the corrugated steel plate 1 through a high-strength bolt 2, and an end plate 4 is arranged at the other end of the anchor rod 3 through the high-strength bolt 2.
Example 2
The utility model discloses an anchor bolt support corrugated steel plate composite structure, which is shown in figure 1 and comprises a corrugated steel plate 1, wherein an anchor rod 3 is arranged at the wave crest of the corrugated steel plate 1 through a high-strength bolt 2, and an end plate 4 is arranged at the other end of the anchor rod 3 through the high-strength bolt 2.
Bolt holes are formed in the crest of the corrugated steel plate 1 and the end plate 4, and high-strength bolts 2 are arranged in the bolt holes.
Example 3
The utility model discloses an anchor bolt support corrugated steel plate composite structure, which is shown in figure 1 and comprises a corrugated steel plate 1, wherein an anchor rod 3 is arranged at the wave crest of the corrugated steel plate 1 through a high-strength bolt 2, and an end plate 4 is arranged at the other end of the anchor rod 3 through the high-strength bolt 2.
Bolt holes are formed in the crest of the corrugated steel plate 1 and the end plate 4, and high-strength bolts 2 are arranged in the bolt holes.
According to the anchor bolt support corrugated steel plate composite structure, as shown in fig. 2, anchor rods 3 are arranged along the normal direction of the profile line of the section of the corrugated steel plate 1, the distance between the anchor rods 3 is 0.5 m-3 m, and the length of the anchor rods 3 is 1 m-5 m.
The utility model relates to an anchor bolt support corrugated steel plate composite structure, which has the following working principle:
according to the anchor bolt support corrugated steel plate composite structure, the arrangement direction of the anchor rods 3 is the normal direction of the profile line of the corrugated steel section, one end of each anchor rod 3 is connected with the corrugated steel plate 1, the other end of each anchor rod 3 is connected with the end plate 4 in a bolt connection mode, and the distance and the length of the anchor rods 3 are designed according to corresponding specifications. On the basis of ensuring the excellent performances of tensile resistance, compression resistance and fatigue resistance of the original corrugated steel structure, the anchor rod 3 is utilized to reinforce surrounding rock-soil bodies, so that a new composite body is formed between the corrugated steel plate 1 and the rock-soil bodies within the range of the anchor rod 3, and the strength of the structure is greatly enhanced.
The corrugated steel plate composite structure has the advantages of light structure, convenient construction and low cost, can be widely applied to bridge and culvert engineering with large span and high filling, and widens the application range of the corrugated steel plate composite structure.
Claims (6)
1. The utility model provides an anchor bolt support ripple steel sheet composite structure, its characterized in that, including ripple steel sheet (1), the crest department of ripple steel sheet (1) all is provided with stock (3) through high strength bolt (2), the other end of stock (3) is provided with end board (4) through high strength bolt (2).
2. The anchor bolt support deck composite structure according to claim 1, characterized in that bolt holes are provided both at the crests of the deck (1) and on the end plates (4).
3. The anchor bolt support deck composite structure according to claim 2, characterized in that a high strength bolt (2) is provided in the bolt hole.
4. The anchor bolt support deck composite structure according to claim 1, characterized in that the anchor rods (3) are arranged along the normal direction of the section contour line of the deck (1).
5. The composite structure of anchor bolt support corrugated steel plate according to claim 4, characterized in that the spacing between the anchor rods (3) is 0.5 m-3 m.
6. The anchor bolt support corrugated steel plate composite structure according to claim 5, wherein the length of the anchor bolt (3) is 1 m-5 m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321552815.1U CN220365603U (en) | 2023-06-16 | 2023-06-16 | Composite structure of anchor bolt support corrugated steel plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321552815.1U CN220365603U (en) | 2023-06-16 | 2023-06-16 | Composite structure of anchor bolt support corrugated steel plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220365603U true CN220365603U (en) | 2024-01-19 |
Family
ID=89520172
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321552815.1U Active CN220365603U (en) | 2023-06-16 | 2023-06-16 | Composite structure of anchor bolt support corrugated steel plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220365603U (en) |
-
2023
- 2023-06-16 CN CN202321552815.1U patent/CN220365603U/en active Active
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| GR01 | Patent grant |