CN203583774U - Combined steel bar framework of slope roof - Google Patents
Combined steel bar framework of slope roof Download PDFInfo
- Publication number
- CN203583774U CN203583774U CN201320769043.7U CN201320769043U CN203583774U CN 203583774 U CN203583774 U CN 203583774U CN 201320769043 U CN201320769043 U CN 201320769043U CN 203583774 U CN203583774 U CN 203583774U
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- China
- Prior art keywords
- junction plate
- rail junction
- crossbeam
- roof
- tie
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Abstract
The utility model discloses a combined steel bar framework of a slope roof. The existing steel bar framework of slope roof is welded on the site, thus the project time is long, the construction speed is low, and the construction speed of the whole building is influenced. The combined steel bar framework of a slope roof comprises a cross beam (1), wherein one end of the cross beam is connected with an oblique beam (2); a lower connection plate (3) is vertically welded at the other end of the cross beam; the bottom surface of the lower connection plate and the bottom surface of the cross beam are on the same horizontal line; an upper connection plate (4) is vertically welded at the other end of the oblique beam; and the top surface of the upper connection plate and the top surface of the oblique beam are on the same horizontal line. The combined steel bar framework disclosed by the utility model is applied to the slope roof of a building.
Description
Technical field
the utility model relates to the combined reinforced bar skeleton on roof, a kind of slope.
Background technology
the cage of reinforcement on roof, existing slope is all that weld at scene, long in time limit, building speed is slow, affects the building speed of whole building.The building Site Welding cage of reinforcement difficulty that particularly span is large is larger, and safety is poor, easily causes human casualty accident.
Summary of the invention
it is fast that the purpose of this utility model is to provide a kind of assembling speed, and the combined reinforced bar skeleton on roof, simple slope is installed.
above-mentioned object realizes by following technical scheme:
the combined reinforced bar skeleton on roof, a kind of slope, its composition comprises: crossbeam, one end of described crossbeam connects cant beam, the other end vertical welding lower connecting plate of described crossbeam, the bottom surface of the bottom surface of described lower connecting plate and described crossbeam in the same horizontal line, the other end vertical welding upper junction plate of described cant beam, the end face of the end face of described upper junction plate and described cant beam in the same horizontal line.
the combined reinforced bar skeleton on described roof, slope, also comprise tie-beam, the top vertical welding top rail junction plate of described tie-beam, the bottom vertical welding bottom rail junction plate of described tie-beam, between described upper junction plate and described tie-beam, have concentric holes and be bolted, between described lower connecting plate and described tie-beam, have concentric holes and be bolted, between described top rail junction plate and described upper junction plate by being welded to connect, between described bottom rail junction plate and described lower connecting plate by being welded to connect.
the combined reinforced bar skeleton on described roof, slope, the width of described top rail junction plate, described bottom rail junction plate equals 2 times of width of crossbeam, cant beam, one side of one side of described top rail junction plate and described upper junction plate is in same level, and a side of a side of described bottom rail junction plate and described lower connecting plate is in same level.
the combined reinforced bar skeleton on described roof, slope, the width of described top rail junction plate, described bottom rail junction plate equals 3 times of width of crossbeam, cant beam, the width of described top rail junction plate extends to the both sides of described upper junction plate, and the width of described bottom rail junction plate extends to the both sides of described lower connecting plate.
the combined reinforced bar skeleton on described roof, slope, described top rail junction plate connects next top rail junction plate by tie-beam, and described bottom rail junction plate connects next bottom rail junction plate by tie-beam.
the combined reinforced bar skeleton on described roof, slope, is connected by welding perpendicular strutbeam between described crossbeam and described cant beam, and described perpendicular strutbeam connects inclined strut beam, and described inclined strut beam connects described crossbeam and described cant beam simultaneously.
beneficial effect:
of the present utility model simple in structure, support force is strong, field-installed part is few, can form batch production and produce, and saves human cost, accelerates building speed.
2. the produce in factory that is connected between the utility model crossbeam, cant beam, lower connecting plate, upper junction plate, perpendicular strutbeam, inclined strut beam completes half support of composition, can make the combined reinforced bar skeleton that span is large, has solved the problem of field fabrication difficulty.
3. the utility model is equipped with perpendicular strutbeam the enabling capabilities increasing that inclined strut beam makes this product, the application life of having improved building is housed again between crossbeam, cant beam.
4. the produce in factory that is connected between the utility model bottom rail junction plate, top rail junction plate, tie-beam completes, and the joint connection in site time is short, efficiency is high.
accompanying drawing explanation:
accompanying drawing 1 is the structural representation of this product.
accompanying drawing 2 is left views of accompanying drawing 1.
the specific embodiment:
embodiment 1:
the combined reinforced bar skeleton on roof, a kind of slope, its composition comprises: crossbeam 1, one end of described crossbeam connects cant beam 2, the other end vertical welding lower connecting plate 3 of described crossbeam, the bottom surface of the bottom surface of described lower connecting plate and described crossbeam in the same horizontal line, the other end vertical welding upper junction plate 4 of described cant beam, the end face of the end face of described upper junction plate and described cant beam in the same horizontal line.
connection between crossbeam, cant beam, lower connecting plate, upper junction plate, perpendicular strutbeam, inclined strut beam, bottom rail junction plate, top rail junction plate all can complete in factory, then goes to scene to assemble, efficient and convenient.
embodiment 2:
the combined reinforced bar skeleton on the roof, slope described in embodiment 1, also comprise tie-beam 5, the top vertical welding top rail junction plate 6 of described tie-beam, the bottom vertical welding bottom rail junction plate 7 of described tie-beam, between described upper junction plate and described tie-beam, have concentric holes and be connected by bolt 8, between described lower connecting plate and described tie-beam, have concentric holes and be bolted, between described top rail junction plate and described upper junction plate by being welded to connect, between described bottom rail junction plate and described lower connecting plate by being welded to connect.
embodiment 3:
the combined reinforced bar skeleton on the roof, slope described in embodiment 2, the width of described top rail junction plate, described bottom rail junction plate equals 2 times of width of crossbeam, cant beam, one side of one side of described top rail junction plate and described upper junction plate is in same level, and a side of a side of described bottom rail junction plate and described lower connecting plate is in same level.Described top rail junction plate is positioned at the end of combined reinforced bar skeleton.
embodiment 4:
the combined reinforced bar skeleton on the roof, slope described in embodiment 2, the width of described top rail junction plate, described bottom rail junction plate equals 3 times of width of crossbeam, cant beam, the width of described top rail junction plate extends to the both sides of described upper junction plate, and the width of described bottom rail junction plate extends to the both sides of described lower connecting plate.Described top rail junction plate is positioned at the centre of combined reinforced bar skeleton.
embodiment 5:
the combined reinforced bar skeleton on the roof, slope described in embodiment 2 or 3 or 4, described top rail junction plate connects next top rail junction plate by tie-beam 11, and described bottom rail junction plate connects next bottom rail junction plate by tie-beam.
embodiment 6:
the combined reinforced bar skeleton on the roof, slope described in embodiment 1, erects strutbeam 9 by welding between described crossbeam and described cant beam and is connected, and described perpendicular strutbeam connects inclined strut beam 10, and described inclined strut beam connects described crossbeam and described cant beam simultaneously.
Claims (6)
1. the combined reinforced bar skeleton on roof, a slope, its composition comprises: crossbeam, it is characterized in that: one end of described crossbeam connects cant beam, the other end vertical welding lower connecting plate of described crossbeam, the bottom surface of the bottom surface of described lower connecting plate and described crossbeam in the same horizontal line, the other end vertical welding upper junction plate of described cant beam, the end face of the end face of described upper junction plate and described cant beam in the same horizontal line.
2. the combined reinforced bar skeleton on roof, slope according to claim 1, it is characterized in that: also comprise tie-beam, the top vertical welding top rail junction plate of described tie-beam, the bottom vertical welding bottom rail junction plate of described tie-beam, between described upper junction plate and described tie-beam, have concentric holes and be bolted, between described lower connecting plate and described tie-beam, have concentric holes and be bolted, between described top rail junction plate and described upper junction plate by being welded to connect, between described bottom rail junction plate and described lower connecting plate by being welded to connect.
3. the combined reinforced bar skeleton on roof, slope according to claim 2, it is characterized in that: the width of described top rail junction plate, described bottom rail junction plate equals 2 times of width of crossbeam, cant beam, one side of one side of described top rail junction plate and described upper junction plate is in same level, and a side of a side of described bottom rail junction plate and described lower connecting plate is in same level.
4. the combined reinforced bar skeleton on roof, slope according to claim 2, it is characterized in that: the width of described top rail junction plate, described bottom rail junction plate equals 3 times of width of crossbeam, cant beam, the width of described top rail junction plate extends to the both sides of described upper junction plate, and the width of described bottom rail junction plate extends to the both sides of described lower connecting plate.
5. according to the combined reinforced bar skeleton on the roof, slope described in claim 2 or 3 or 4, it is characterized in that: described top rail junction plate connects next top rail junction plate by tie-beam, described bottom rail junction plate connects next bottom rail junction plate by tie-beam.
6. the combined reinforced bar skeleton on roof, slope according to claim 1, it is characterized in that: between described crossbeam and described cant beam, by welding perpendicular strutbeam, be connected, described perpendicular strutbeam connects inclined strut beam, and described inclined strut beam connects described crossbeam and described cant beam simultaneously.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320769043.7U CN203583774U (en) | 2013-11-29 | 2013-11-29 | Combined steel bar framework of slope roof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320769043.7U CN203583774U (en) | 2013-11-29 | 2013-11-29 | Combined steel bar framework of slope roof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203583774U true CN203583774U (en) | 2014-05-07 |
Family
ID=50581714
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320769043.7U Expired - Fee Related CN203583774U (en) | 2013-11-29 | 2013-11-29 | Combined steel bar framework of slope roof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203583774U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104106966A (en) * | 2014-06-24 | 2014-10-22 | 钱青松 | Incense burner and manufacturing method thereof |
-
2013
- 2013-11-29 CN CN201320769043.7U patent/CN203583774U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104106966A (en) * | 2014-06-24 | 2014-10-22 | 钱青松 | Incense burner and manufacturing method thereof |
| CN104106966B (en) * | 2014-06-24 | 2015-12-23 | 钱青松 | A kind of incense burner and manufacture 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 |
Granted publication date: 20140507 Termination date: 20141129 |
|
| EXPY | Termination of patent right or utility model |