CN203347076U - Steel and concrete flitch beam - Google Patents
Steel and concrete flitch beam Download PDFInfo
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- CN203347076U CN203347076U CN 201320335527 CN201320335527U CN203347076U CN 203347076 U CN203347076 U CN 203347076U CN 201320335527 CN201320335527 CN 201320335527 CN 201320335527 U CN201320335527 U CN 201320335527U CN 203347076 U CN203347076 U CN 203347076U
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Abstract
The utility model discloses a steel and concrete flitch beam, and mainly provides a hollow flat beam and the steel and concrete flitch beam comprising the hollow flat beam. The steel and concrete flitch beam comprises the hollow flat beam, a prefabricated concrete plank and a concrete stacked layer. The prefabricated concrete plank and the concrete stacked layer are arranged on the two symmetrical sides of the hollow flat beam respectively in a lap joint mode. The hollow flat beam comprises a plurality of webs, an upper flange plate and a lower flange plate. The upper flange plate and the lower flange plate are connected with the webs, and the webs are arrayed at intervals in the length direction of the upper flange plate and the lower flange plate. The steel and concrete flitch beam is wide in application, good in economy, and convenient to construct.
Description
Technical field
The utility model relates to a kind of steel concrete flitch girder.
Background technology
In steel building, girder steel is important supporting member, at present the solid web section forms such as i iron, hot rolled H-shaped, welded H section steel that adopt more.On solid web section form basis, successively developed the Honeycombed section beam both at home and abroad, Honeycomb Beam is the novel beam that welding combines again of shifting one's position after being cut by certain broken line on H type web.Honeycomb Beam has significantly improved the Rigidity and strength of beam, and the situation underbeam alleviated in the beam dead weight can bear larger load, is applied to larger span, saves steel, transportation mounting cost, and very considerable economic worth is arranged.The hole of Honeycomb Beam web is not only attractive in appearance but also be convenient to lay pipeline, can reduce the building floor height, reduces on the whole construction cost.According to the foreign data introduction, with Honeycomb Beam, replace solid web girder can save steel 25%～50%, save paint and transportation mounting cost 15%～34.6%.But Honeycomb Beam at present, adopt hot rolled H-shaped processing and fabricating to form, the specification Honeycomb Beam edge of a wing thickness and the web thickness that are limited to H shaped steel can not carry out Optimum Matching according to stressed needs, and the processing relative complex.
In structure of steel structure building, building cover structure adopts profiled sheet Combined concrete plate-girder more, and this plate-girder system has short construction period, and field operation is convenient, and building integral is better than the advantages such as prefabricated assembled flooring; But also have the floor structure height large, the out-of-flatness of superstructure soffit need be done furred ceiling, need do fire prevention at the bottom of the profiled sheet plate and process, the shortcomings such as fire retardant anticorrosion expense height.And in highrise building, equipment pipe laying and longitudinal and transverse frame crossbeam due to layer top, all need certain floor height, in Designing Structures of High Rising Buildings, often because of floor height, limit or increase the requirement of the aspects such as clear height, the depth of section that needs the reduce beam, traditional building cover structure is because structure height can not meet the demands more greatly, in order to meet engineering demand just in the urgent need to the development of new Structural Floor System.
The utility model content
For the problems referred to above, the utility model purpose provides a kind of and is widely used, comprehensive benefit is good, in inheriting tradition profiled sheet combination building advantage, and have that structure height is little, the superstructure soffit is smooth without furred ceiling, fire retardant anticorrosion cost saving, room layout, in steel concrete flitch girder structure and this structure, is widely used flexibly, economic performance is good, when inheriting the Honeycomb Beam advantage, there is better economy, and process the flat beam of easy empty stomach.
For achieving the above object, the utility model steel concrete flitch girder, the precast concrete plank and the concrete folding layer that comprise the flat beam of empty stomach and be overlapped on the symmetrical both sides of the flat beam of described empty stomach, the flat beam of wherein said empty stomach comprises some webs, the top flange plate be connected with described web respectively and bottom wing listrium, and described web is along the length direction arranged with interval of described upper and lower frange plate.
Further, described precast concrete plank is overlapped on the two ends of the bottom flange steel plate of girder steel.
Further, also comprise the two-way concrete slab net of building in the concrete folding layer, the hole on the gap between described web or described web.
Further, web is one or more in H shaped steel, work shaped steel or box steel.
Especially, the width of described bottom wing listrium is more than or equal to the width of top flange plate.
Further, described web equidistantly is arranged in parallel.
Particularly, described web plate section direction is along arranging perpendicular to upper and lower frange plate length direction.
Preferably, described web and described upper and lower frange plate connect by being weldingly connected.
1, the flat beam of empty stomach in the utility model steel concrete flitch girder, the hole of web is not only attractive in appearance but also be convenient to lay pipeline, can reduce the building floor height, reduces on the whole construction cost.
2, the flat beam of empty stomach in the utility model steel concrete flitch girder is compared with solid web girder, and deadweight is lighter, supporting capacity is higher; With composite roof truss, compare, architectural construction is simpler, and antiseptic property is better.
3, the flat beam of empty stomach in the utility model steel concrete flitch girder is compared with Honeycomb Beam, and easy to process, steel using amount is economized.
4, the utility model steel concrete flitch girder has short construction period, and field operation is convenient, and building integral is better than the advantages such as prefabricated assembled flooring.
5, the hole of the utility model steel concrete flitch girder web is not only attractive in appearance but also be convenient to lay pipeline, can reduce the building floor height, reduces on the whole construction cost.
6, the utility model steel concrete flitch girder structure height is less, in building height one regularly, can increase building storey, in building floor height and the number of plies one timing, can reduce building height.
7, it is smooth without the many advantages such as furred ceiling, fire retardant anticorrosion cost saving, room layout be flexible that the utility model steel concrete flitch girder has the superstructure soffit.
The accompanying drawing explanation
Fig. 1 is the structural representation that the web of the flat beam of empty stomach in the utility model steel concrete flitch girder adopts i shaped steel;
Fig. 2 is the lateral view of Fig. 1;
The elevation that Fig. 3 is Fig. 1;
The lateral view when web that Fig. 4 is the flat beam of empty stomach in the utility model steel concrete flitch girder adopts box-type section;
Fig. 5 is the utility model steel concrete flitch girder schematic diagram;
The lateral view that Fig. 6 is Fig. 5.
The specific embodiment
Below in conjunction with Figure of description, the utility model is further described.
Embodiment 1
As shown in Figures 1 to 4, the flat beam of empty stomach in the present embodiment steel concrete flitch girder, be welded by top flange steel plate 11, bottom flange steel plate 12, shape steel web 13.
Choose upper bottom flange steel plate width, thickness and grade of steel according to designing requirement, choose cross section, length, spacing and the grade of steel of shape steel web according to designing requirement.To after the unwrapping wire of hot rolled steel plate location, cutting out the bottom flange steel plate, web shaped steel is cut into to segment according to design length in factory.After web shaped steel is located on the web of top flange, welding, after having welded, for ease of web shaped steel and bottom flange Plate Welding, turn over and turn 90 degrees, welding after positioning on the steel plate of bottom flange.
The utility model can be used as a kind of more economical replacement scheme of Honeycomb Beam, can be widely used in the engineerings such as bridge, factory building, office building, steamer and crane bridge.
As illustrated in Figures 5 and 6, the present embodiment steel concrete flitch girder, comprise flat beam 1, precast concrete plank 2, two-way concrete slab net 3 and cast-in-situ concrete overlapping layers 4 on an empty stomach.
Choose upper bottom flange steel plate width, thickness, grade of steel according to designing requirement, choose cross section, length, spacing and the grade of steel of shape steel web according to designing requirement.To after the unwrapping wire of hot rolled steel plate location, cutting out the bottom flange steel plate, web shaped steel is cut into to segment according to design length in factory.After web shaped steel is located on the web of top flange, welding, after having welded, for ease of web shaped steel and bottom flange Plate Welding, turn over and turn 90 degrees, and after positioning on the steel plate of bottom flange, welding obtains flat beam 1 on an empty stomach.On an empty stomach flat beam 1 after installation in position, is laid precast concrete plank 2 on an empty stomach flat lower flange of girder edge bilateral symmetry at the construction field (site).After precast concrete plank 2 has been laid, on-the-spot colligation two-way concrete slab net 3.After 3 colligations of two-way concrete slab net complete, cast-in-situ concrete overlapping layers 4 forms Novel steel Combined concrete plate-girder floor system.
A kind of Novel steel Combined concrete plate-girder of the present utility model can be used as the better replacement scheme of a kind of comprehensive benefit of traditional profiled sheet flitch girder, can be widely used in the structure of steel structure building building cover structure.
Above; it is only preferred embodiment of the present utility model; but protection domain of the present utility model is not limited to this; anyly be familiar with those skilled in the art in the technical scope that the utility model discloses; the variation that can expect easily or replacement, within all should being encompassed in protection domain of the present utility model.Therefore, protection domain of the present utility model should be as the criterion with the protection domain that claim was defined.
Claims (7)
1. a steel concrete flitch girder, it is characterized in that: the precast concrete plank and the concrete folding layer that comprise the flat beam of empty stomach and be overlapped on the symmetrical both sides of the flat beam of described empty stomach, the flat beam of wherein said empty stomach comprises some webs, the top flange plate be connected with described web respectively and bottom wing listrium, and described web is along the length direction arranged with interval of described upper and lower frange plate.
2. steel concrete flitch girder according to claim 1, is characterized in that, described precast concrete plank is overlapped on the two ends of the bottom flange steel plate of girder steel.
3. steel concrete flitch girder according to claim 1, is characterized in that, also comprises the two-way concrete slab net of building in the concrete folding layer, the hole on the gap between described web or described web.
4. steel concrete flitch girder according to claim 1, it is characterized in that: the width of described bottom wing listrium is more than or equal to the width of top flange plate.
5. steel concrete flitch girder according to claim 1, it is characterized in that: described web equidistantly is arranged in parallel.
6. steel concrete flitch girder according to claim 1 is characterized in that: described web plate section direction is along arranging perpendicular to upper and lower frange plate length direction.
7. steel concrete flitch girder according to claim 1, it is characterized in that: described web and described upper and lower frange plate connect by being weldingly connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320335527 CN203347076U (en) | 2013-06-09 | 2013-06-09 | Steel and concrete flitch beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320335527 CN203347076U (en) | 2013-06-09 | 2013-06-09 | Steel and concrete flitch beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203347076U true CN203347076U (en) | 2013-12-18 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320335527 Expired - Fee Related CN203347076U (en) | 2013-06-09 | 2013-06-09 | Steel and concrete flitch beam |
Country Status (1)
| Country | Link |
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| CN (1) | CN203347076U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103276848A (en) * | 2013-06-09 | 2013-09-04 | 中冶建筑研究总院有限公司 | Open-web flat beam, as well as steel concrete flitch beam and construction method thereof |
| CN104532997A (en) * | 2014-12-26 | 2015-04-22 | 宝钢建筑系统集成有限公司 | Assembly type floor system and construction method thereof |
| CN105064511A (en) * | 2015-08-12 | 2015-11-18 | 浙江绿筑建筑系统集成有限公司 | Connecting structure of prestress hollow floor slab and H-shaped steel beam and construction method thereof |
-
2013
- 2013-06-09 CN CN 201320335527 patent/CN203347076U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103276848A (en) * | 2013-06-09 | 2013-09-04 | 中冶建筑研究总院有限公司 | Open-web flat beam, as well as steel concrete flitch beam and construction method thereof |
| CN103276848B (en) * | 2013-06-09 | 2016-04-27 | 中冶建筑研究总院有限公司 | Open-web flat beam, steel concrete flitch girder and construction method thereof |
| CN104532997A (en) * | 2014-12-26 | 2015-04-22 | 宝钢建筑系统集成有限公司 | Assembly type floor system and construction method thereof |
| CN105064511A (en) * | 2015-08-12 | 2015-11-18 | 浙江绿筑建筑系统集成有限公司 | Connecting structure of prestress hollow floor slab and H-shaped steel beam 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: 20131218 Termination date: 20210609 |