CN203270594U - Anchor system used for steel structure - Google Patents
Anchor system used for steel structure Download PDFInfo
- Publication number
- CN203270594U CN203270594U CN 201320257870 CN201320257870U CN203270594U CN 203270594 U CN203270594 U CN 203270594U CN 201320257870 CN201320257870 CN 201320257870 CN 201320257870 U CN201320257870 U CN 201320257870U CN 203270594 U CN203270594 U CN 203270594U
- Authority
- CN
- China
- Prior art keywords
- lower margin
- anchor
- bolt
- pea gravel
- gravel concreten
- 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 relates to a steel structure, in particular to an anchor system used for the steel structure. The anchor system used for the steel structure comprises an anchor, wherein a fine aggregate concrete layer is arranged on the upper surface of the anchor, a steel column is arranged on the upper surface of the fine aggregate concrete layer, the steel column is fixed with the anchor through a pair of anchor bolts which are distributed at intervals, the anchor bolts penetrate through the fine aggregate concrete layer and then stretch into the anchor, and the length of the fine aggregate concrete layer is 900mm. The anchor system used for the steel structure has the advantages of being simple in structure and excellent in using effect.
Description
Technical field
The utility model is a kind of steel work, particularly a kind of lower margin system for steel work.
Background technology
Steel work of the prior art, complex structure, result of use is poor.
Summary of the invention
The utility model is mainly to solve the deficiencies in the prior art, and a kind of compact conformation is provided, and promotes the lower margin system that is used for steel work of functional performance.
Above-mentioned technical problem of the present utility model is mainly solved by following technical proposals:
A kind of lower margin system for steel work, comprise lower margin, described lower margin is provided with the pea gravel concreten layer, the top of described pea gravel concreten layer is provided with steel column, described steel column and lower margin fix by the crab-bolt that pair of spaced distributes, described crab-bolt is passed the pea gravel concreten layer and is extended in lower margin, and the length of described pea gravel concreten layer is 900mm.
As preferably, the bottom of described crab-bolt is provided with knuckle, and described crab-bolt and steel column fix adjusting by adjusting bolt, and the thickness of described pea gravel concreten layer is 50mm.
Therefore, the lower margin system that is used for steel work that the utility model provides, simple in structure, result of use is outstanding.
Description of drawings
Fig. 1 is structural representation of the present utility model.
The specific embodiment
Below by embodiment, and by reference to the accompanying drawings, the technical solution of the utility model is described in further detail.
Embodiment: as shown in Figure 1, a kind of lower margin system for steel work, comprise lower margin 1, described lower margin 1 is provided with pea gravel concreten layer 2, the top of described pea gravel concreten layer 2 is provided with steel column 3, described steel column 3 fixes by the crab-bolt 4 that pair of spaced distributes with lower margin 1, and described crab-bolt 4 is passed pea gravel concreten layer 2 and extended in lower margin 1, and the length of described pea gravel concreten layer 2 is 900mm.The bottom of described crab-bolt 4 is provided with knuckle 5, and described crab-bolt 4 fixes adjusting with steel column 3 by adjusting bolt 6, and the thickness of described pea gravel concreten layer 2 is 50mm.
Claims (2)
1. lower margin system that is used for steel work, it is characterized in that: comprise lower margin (1), described lower margin (1) is provided with pea gravel concreten layer (2), the top of described pea gravel concreten layer (2) is provided with steel column (3), described steel column (3) fixes with the crab-bolt (4) that lower margin (1) distributes by pair of spaced, described crab-bolt (4) is passed pea gravel concreten layer (2) and is extended in lower margin (1), and the length of described pea gravel concreten layer (2) is 900mm.
2. the lower margin system for steel work according to claim 1, it is characterized in that: the bottom of described crab-bolt (4) is provided with knuckle (5), described crab-bolt (4) fixes adjusting with steel column (3) by adjusting bolt (6), and the thickness of described pea gravel concreten layer (2) is 50mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320257870 CN203270594U (en) | 2013-04-28 | 2013-04-28 | Anchor system used for steel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320257870 CN203270594U (en) | 2013-04-28 | 2013-04-28 | Anchor system used for steel structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203270594U true CN203270594U (en) | 2013-11-06 |
Family
ID=49501035
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320257870 Expired - Fee Related CN203270594U (en) | 2013-04-28 | 2013-04-28 | Anchor system used for steel structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203270594U (en) |
-
2013
- 2013-04-28 CN CN 201320257870 patent/CN203270594U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131106 Termination date: 20140428 |