CN206873636U - A kind of steel arch suspension column system of steel construction - Google Patents
A kind of steel arch suspension column system of steel construction Download PDFInfo
- Publication number
- CN206873636U CN206873636U CN201720759119.6U CN201720759119U CN206873636U CN 206873636 U CN206873636 U CN 206873636U CN 201720759119 U CN201720759119 U CN 201720759119U CN 206873636 U CN206873636 U CN 206873636U
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- CN
- China
- Prior art keywords
- suspension column
- concrete pier
- steel arch
- steel
- column
- 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.)
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Abstract
A kind of suspension column system, more particularly to a kind of steel arch suspension column system of steel construction are the utility model is related to, for field of steel structure.Including concrete pier base, the top of described concrete pier base is provided with steel arch, the bottom of described steel arch is fixed by some suspension columns being distributed in a ring with concrete pier base, and the bottom of described concrete pier base is provided with voltage stabilizing layer, and the width of described voltage stabilizing layer is more than the width of concrete pier base.A kind of steel arch suspension column system architecture of steel construction is compact, improves support performance, lifts security.
Description
Technical field
A kind of suspension column system, more particularly to a kind of steel arch suspension column system of steel construction are the utility model is related to, for steel knot
Structure field.
Background technology
Existing suspension column steadiness relative deficiency, further result in the decline of the overall support performance of steel construction, Wu Faman
The existing demand of foot.
Utility model content
The utility model mainly solves the deficiencies in the prior art, there is provided and it is a kind of compact-sized, possess and add very much
Big support performance, further lift a kind of steel arch suspension column system of steel construction of engineering quality.
Above-mentioned technical problem of the present utility model is mainly what is be addressed by following technical proposals：
A kind of steel arch suspension column system of steel construction, including concrete pier base, the top of described concrete pier base are provided with steel
Arch, the bottom of described steel arch are fixed by some suspension columns being distributed in a ring with concrete pier base, described concrete pier base
Bottom be provided with voltage stabilizing layer, the width of described voltage stabilizing layer is more than the width of concrete pier base；
Concrete layer is perfused with described suspension column, the bottom of described suspension column is provided with column base plate, described concrete pier
The surface of platform is provided with the bed course projected upwards, is fixed between described bed course and column base plate by some implantation screw rods, described plant
Enter stretch into distance and account for concrete pier base thickness the 2/5~4/5 of screw rod, the top of described concrete pier base is provided with and suspension column phase
The protective cover of parcel；
Described suspension column is with steel arch in integrated distribution.
Preferably, being provided with some separately continuously distributed web members in described steel arch, adjacent web members are diagonally set
There is the diagonal web member of inclined distribution, be provided with two-way concrete slab mesh sheet in the web member of lowermost end, the web member of lowermost end is located in protective cover.
Preferably, described suspension column is reinforced with column base plate by stiffener, the floor space of described column base plate is more than post
The floor space of pin.
Possesses good support performance.
Therefore, the steel arch suspension column system of a kind of steel construction of the present utility model, it is compact-sized, improve support performance, lifting
Security.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Embodiment
Below by embodiment, with reference to accompanying drawing, the technical solution of the utility model is described in further detail.
Embodiment 1：As shown in figure 1, a kind of steel arch suspension column system of steel construction, including concrete pier base 1, described coagulation
The top of knoll platform 1 is provided with steel arch 2, and the bottom of described steel arch 2 passes through some suspension columns 3 and concrete pier base being distributed in a ring
1 fixes, and the bottom of described concrete pier base 1 is provided with voltage stabilizing layer 5, and the width of described voltage stabilizing layer 5 is more than concrete pier base 1
Width；
Concrete layer 6 is perfused with described suspension column 3, the bottom of described suspension column 3 is provided with column base plate 7, described coagulation
The surface of knoll platform 1 is provided with the bed course 8 projected upwards, is fixed between described bed course 8 and column base plate 7 by some implantation screw rods 9,
Stretch into distance and account for the thickness of concrete pier base 1 the 2/5~4/5 of described implantation screw rod 9, the top of described concrete pier base 1
Provided with the protective cover 10 wrapped up with the phase of suspension column 3；
Described suspension column 3 is with steel arch 2 in integrated distribution.
Some separately continuously distributed web members 11 are provided with described steel arch 2, being diagonally provided with for adjacent web members 11 is in
The diagonal web member 12 of tilt distribution, two-way concrete slab mesh sheet 13 is provided with the web member 11 of lowermost end, the web member 11 of lowermost end is located at protection
In cover 10.
Described suspension column 3 is reinforced with column base plate 7 by stiffener 14, and the floor space of described column base plate (7) is more than suspension column 3
Floor space.
Claims (3)
- A kind of 1. steel arch suspension column system of steel construction, it is characterised in that：Including concrete pier base（1）, described concrete pier base （1）Top be provided with steel arch（2）, described steel arch（2）Bottom pass through some suspension columns being distributed in a ring（3）With concrete pier Platform（1）Fixed, described concrete pier base（1）Bottom be provided with voltage stabilizing layer（5）, described voltage stabilizing layer（5）Width be more than it is mixed Solidifying knoll platform（1）Width；Described suspension column（3）In be perfused with concrete layer（6）, described suspension column（3）Bottom be provided with column base plate（7）, it is described Concrete pier base（1）Surface be provided with the bed course that projects upwards（8）, described bed course（8）With column base plate（7）Between pass through some plants Enter screw rod（9）Fixed, described implantation screw rod（9）The distance that stretches into account for concrete pier base（1）The 2/5~4/5 of thickness, it is described Concrete pier base（1）Top be provided with and suspension column（3）The mutually protective cover of parcel（10）；Described suspension column（3）With steel arch（2）It is distributed in integration.
- A kind of 2. steel arch suspension column system of steel construction according to claim 1, it is characterised in that：Described steel arch（2）In Provided with some separately continuously distributed web members（11）, adjacent web members（11）Diagonally be provided with inclined distribution diagonal web member （12）, the web member of lowermost end（11）In be provided with two-way concrete slab mesh sheet（13）, the web member of lowermost end（11）It is located at protective cover（10）In.
- A kind of 3. steel arch suspension column system of steel construction according to claim 1 or 2, it is characterised in that：Described suspension column (3) Reinforced with column base plate (7) by stiffener (14), the floor space of described column base plate (7) is more than the floor space of suspension column (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720759119.6U CN206873636U (en) | 2017-06-28 | 2017-06-28 | A kind of steel arch suspension column system of steel construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720759119.6U CN206873636U (en) | 2017-06-28 | 2017-06-28 | A kind of steel arch suspension column system of steel construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206873636U true CN206873636U (en) | 2018-01-12 |
Family
ID=61331140
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720759119.6U Expired - Fee Related CN206873636U (en) | 2017-06-28 | 2017-06-28 | A kind of steel arch suspension column system of steel construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206873636U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111779019A (en) * | 2020-07-16 | 2020-10-16 | 中国能源建设集团广东省电力设计研究院有限公司 | Column foundation structure for large-span building |
-
2017
- 2017-06-28 CN CN201720759119.6U patent/CN206873636U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111779019A (en) * | 2020-07-16 | 2020-10-16 | 中国能源建设集团广东省电力设计研究院有限公司 | Column foundation structure for large-span building |
| CN111779019B (en) * | 2020-07-16 | 2022-03-29 | 中国能源建设集团广东省电力设计研究院有限公司 | Column foundation structure for large-span building |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180112 Termination date: 20210628 |
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| CF01 | Termination of patent right due to non-payment of annual fee |