CN203669094U - Concrete-filled steel tube latticed column shoulder beam - Google Patents
Concrete-filled steel tube latticed column shoulder beam Download PDFInfo
- Publication number
- CN203669094U CN203669094U CN201320801170.0U CN201320801170U CN203669094U CN 203669094 U CN203669094 U CN 203669094U CN 201320801170 U CN201320801170 U CN 201320801170U CN 203669094 U CN203669094 U CN 203669094U
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- top flange
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Abstract
The utility model discloses a concrete-filled steel tube latticed column shoulder beam. The concrete-filled steel tube latticed column shoulder beam comprises an upper flange plate, a lower flange plate, a first column limb web, a second column limb web, a first shoulder beam web, a second shoulder beam web, a first outer covering board, a second outer covering board and steel tubes; the upper flange plate is provided with an H-shaped groove; the lower flange plate is provided with four round holes; the upper flange plate is connected with the lower flange plate through the steel tubes penetrating through the round holes of the lower flange plate; the first column limb web is welded between the upper flange plate and the lower flange plate, and the first column limb web is welded to the H-shaped groove of the upper flange plate in a penetrating mode; the second shoulder beam web is welded between the upper flange plate and the lower flange plate, and the second shoulder beam web is welded to the H-shaped groove of the upper flange plate in a penetrating mode; the first shoulder beam web is welded between the upper flange plate and the lower flange plate, and the first shoulder beam web is welded to the H-shaped groove of the upper flange plate in a penetrating mode. The concrete-filled steel tube latticed column shoulder beam improves production efficiency, and prevents the situation that a component is deformed by being turned many times in a welding process.
Description
Technical field
The utility model relates to steel work lattice column manufacturing technology field, is a kind of concrete filled steel tube lattice column shoulder beam specifically.
Background technology
At present, airtight casing penetration weld adopts and opens the two-sided welding of manhole, wastes time and energy.In the time that casing is too small, cannot construct, can not effectively guarantee the quality of member.When member can enter people but scope of activities is little, in workman's welding process, smog is large, and spatter may be lighted clothing, cannot escape rapidly, large to harm.In welding process, member need overturn repeatedly, easily causes distortion.
In a word, a kind of concrete filled steel tube lattice column shoulder beam there is not yet report.
Utility model content
Provide a kind of grouting exterior wall bridge cut-off keel in order to solve the problems of the technologies described above the utility model, object is to solve building structure exterior-wall heat insulation and heat transfer property problem.
The technical scheme that the utility model adopts is for achieving the above object:
A kind of concrete filled steel tube lattice column shoulder beam, comprises top flange plate, bottom wing listrium, the first post limb web, the second shoulder fine strain of millet web, the second post limb web, the first shoulder fine strain of millet web, the first outer cover plate, the second outer cover plate;
On described top flange plate, offer " H " type groove;
On described bottom wing listrium, offer 4 circular holes;
Described top flange plate is by running through steel pipe and the welding of bottom wing listrium of bottom wing listrium circular hole;
Between described top flange plate and bottom wing listrium, be welded with the first post limb web, described the first post limb web runs through on " H " type groove that is welded in top flange plate;
Between described top flange plate and bottom wing listrium, be welded with the second shoulder fine strain of millet web, described the second shoulder fine strain of millet web runs through on " H " type groove that is welded in top flange plate;
Between described top flange plate and bottom wing listrium, be welded with the first shoulder fine strain of millet web, described the first shoulder web runs through on " H " type groove that is welded in top flange plate;
Between described top flange plate and bottom wing listrium, be welded with the second post limb web;
Between described top flange plate and bottom wing listrium, be welded with the first outer cover plate, the second outer cover plate;
Steel pipe is run through also and steel-pipe welding in described the first post limb web, the second post limb web two ends;
Described the first outer cover plate, the second outer cover plate two ends and steel pipe T connect also and steel-pipe welding;
Described the second shoulder fine strain of millet web and the first shoulder fine strain of millet web, the first outer cover plate, the second outer cover plate cross weld.
Described the first shoulder fine strain of millet web and the first post limb web, the second shoulder fine strain of millet web, the second post limb web cross weld.
The utility model has the advantages of:
1, the utility model improves efficiency of construction, boundary of works area, does not need all sites manhole to enter people's interior welds, more can effectively guarantee that workman is healthy.
2, the reasonable welding of the utility model can be enhanced productivity, and can avoid again too much flip component in welding process, causes the deformation of member.
3, the utility model guarantees that welding personnel are healthy, saves again as avoiding overhead welding to carry out member flip-flop transition.Reasonable assembly order, can either save the plenty of time, can improve again welding condition.
Accompanying drawing explanation
Fig. 1 is longitudinal profile schematic diagram of the present utility model.
Fig. 2 is the A-A sectional drawing of Fig. 1.
Fig. 3 is top flange plate schematic diagram of the present utility model.
Fig. 4 is bottom wing listrium schematic diagram of the present utility model.
Fig. 5 is the first post limb web of the present utility model, the second shoulder fine strain of millet web schematic diagram.
Fig. 6 is the second post limb web schematic diagram of the present utility model.
The specific embodiment
Below in conjunction with accompanying drawing Fig. 1-6, the utility model is described in further detail.
A kind of concrete filled steel tube lattice column shoulder beam, comprises top flange plate 1, bottom wing listrium 2, the first post limb web 6, the second shoulder fine strain of millet web 7, the second post limb web 8, the first shoulder fine strain of millet web 3, the first outer cover plate 4, the second outer cover plate 5, steel pipe 9;
On described top flange plate 1, offer " H " type groove;
On described bottom wing listrium 2, offer 4 circular holes;
Described top flange plate 1 welds with bottom wing listrium 2 by the steel pipe 9 that runs through bottom wing listrium 2 circular holes;
Between described top flange plate 1 and bottom wing listrium 2, be welded with the first post limb web 6, described the first post limb web 6 runs through on " H " type groove that is welded in top flange plate 1;
Between described top flange plate 1 and bottom wing listrium 2, be welded with the second shoulder fine strain of millet web 7, described the second shoulder fine strain of millet web 7 runs through on " H " type groove that is welded in top flange plate 1;
Between described top flange plate 1 and bottom wing listrium 2, be welded with the first shoulder fine strain of millet web 3, described the first shoulder fine strain of millet web 3 runs through on " H " type groove that is welded in top flange plate 1;
Between described top flange plate 1 and bottom wing listrium 2, be welded with the second post limb web 8;
Between described top flange plate 1 and bottom wing listrium 2, be welded with the first outer cover plate 4, the second outer cover plate 5;
Described the first post limb web 6, the second post limb web 8 two ends are run through steel pipe 9 and weld with steel pipe 9;
Described the first outer cover plate 4, the second outer cover plate 5 two ends and steel pipe 9T connects and weld with steel pipe 9;
Described the second shoulder fine strain of millet web 7 and the first shoulder fine strain of millet web 3, the first outer cover plate 4, the second outer cover plate 5 cross welds.
Described steel pipe 9 diameters are 50cm.
Described steel pipe 9 welderings are interior in order to fill concrete.
Described the first shoulder fine strain of millet web 3 and the first post limb web 6, the second shoulder fine strain of millet web 7, the second post limb web 8 cross welds.
Claims (4)
1. a concrete filled steel tube lattice column shoulder beam, is characterized in that:
Comprise top flange plate (1), bottom wing listrium (2), the first post limb web (6), the second shoulder fine strain of millet web (7), the second post limb web (8), the first shoulder fine strain of millet web (3), the first outer cover plate (4), the second outer cover plate (5), steel pipe (9);
On described top flange plate (1), offer " H " type groove;
On described bottom wing listrium (2), offer 4 circular holes;
Described top flange plate (1) is connected with bottom wing listrium (2) by the steel pipe (9) that runs through bottom wing listrium (2) circular hole;
Between described top flange plate (1) and bottom wing listrium (2), be welded with the first post limb web (6), described the first post limb web (6) runs through on " H " type groove that is welded in top flange plate (1);
Between described top flange plate (1) and bottom wing listrium (2), be welded with the second shoulder fine strain of millet web (7), described the second shoulder fine strain of millet web (7) runs through on " H " type groove that is welded in top flange plate (1);
Between described top flange plate (1) and bottom wing listrium (2), be welded with the first shoulder fine strain of millet web (3), described the first shoulder fine strain of millet web (3) runs through on " H " type groove that is welded in top flange plate (1);
Between described top flange plate (1) and bottom wing listrium (2), be welded with the second post limb web (8);
Between described top flange plate (1) and bottom wing listrium (2), be welded with the first outer cover plate (4), the second outer cover plate (5);
Described the first post limb web (6), the second post limb web (8) two ends are run through steel pipe (9) and are welded with steel pipe (9);
Described the first outer cover plate (4), the second outer cover plate (5) two ends and steel pipe (9) T connect and weld with steel pipe (9);
Described the second shoulder fine strain of millet web (7) first shoulder fine strain of millet web (3), the first outer cover plates (4), the second outer cover plate (5) cross weld.
2. concrete filled steel tube lattice column shoulder beam according to claim 1, is characterized in that:
Described steel pipe (9) diameter is 50cm.
3. concrete filled steel tube lattice column shoulder beam according to claim 1, is characterized in that:
The interior fill concrete of described steel pipe (9).
4. concrete filled steel tube lattice column shoulder beam according to claim 1, is characterized in that:
Described the first shoulder fine strain of millet web (3) and the first post limb web (6), the second shoulder fine strain of millet web (7), the second post limb web (8) cross weld.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320801170.0U CN203669094U (en) | 2013-12-05 | 2013-12-05 | Concrete-filled steel tube latticed column shoulder beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320801170.0U CN203669094U (en) | 2013-12-05 | 2013-12-05 | Concrete-filled steel tube latticed column shoulder beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203669094U true CN203669094U (en) | 2014-06-25 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320801170.0U Expired - Fee Related CN203669094U (en) | 2013-12-05 | 2013-12-05 | Concrete-filled steel tube latticed column shoulder beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203669094U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113374173A (en) * | 2021-06-17 | 2021-09-10 | 中国航空规划设计研究总院有限公司 | Four-limb steel lattice column structure and construction method thereof |
-
2013
- 2013-12-05 CN CN201320801170.0U patent/CN203669094U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113374173A (en) * | 2021-06-17 | 2021-09-10 | 中国航空规划设计研究总院有限公司 | Four-limb steel lattice column structure and construction method thereof |
| CN113374173B (en) * | 2021-06-17 | 2023-02-03 | 中国航空规划设计研究总院有限公司 | Four-limb steel lattice column structure and construction method thereof |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140625 Termination date: 20201205 |