CN202850289U - Novel H-beam profiled steel sheet composite beam - Google Patents
Novel H-beam profiled steel sheet composite beam Download PDFInfo
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- CN202850289U CN202850289U CN 201220318683 CN201220318683U CN202850289U CN 202850289 U CN202850289 U CN 202850289U CN 201220318683 CN201220318683 CN 201220318683 CN 201220318683 U CN201220318683 U CN 201220318683U CN 202850289 U CN202850289 U CN 202850289U
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Abstract
一种新型工字钢-压型钢板组合梁，它是将压型钢板（2）分别与工字钢（1）的下翼缘用铆钉（5）连接，再将钢筋（3）按照目前的施工方法布置在压型钢板上面，并将钢筋（3）端部与工字钢（1）腹板焊接，最后将混凝土（4）浇捣到压型钢板上面。混凝土（4）养护后于钢筋（3）、压型钢板（2）以及工字钢（1）连成一个整体。
A new I-shaped steel-profiled steel composite beam, which is to connect the profiled steel plate (2) to the lower flange of the I-shaped steel (1) with rivets (5), and then connect the steel bar (3) according to the current The construction method is to arrange on the profiled steel plate, weld the end of the steel bar (3) to the web of the I-beam (1), and finally pour concrete (4) onto the profiled steel plate. After curing, the concrete (4) is connected to the steel bar (3), the profiled steel plate (2) and the I-beam (1) to form a whole.
Description
所属技术领域 Technical field
本实用新型涉及一种新型工字钢-压型钢板组合梁。The utility model relates to a novel I-shaped steel-profiled steel plate composite beam.
背景技术 Background technique
目前，常规的工字钢-压型钢板组合梁是有压型钢板、工字钢、混凝土以及钢筋组成。常规的做法是：将压型钢板放在工字钢上翼缘上面，利用铆钉使其两者固定。然后在压型钢板上面布置钢筋，浇捣混凝土。楼面荷载通过浇捣而成的混凝土板传给工字钢，再由工字钢传给柱子或者其他梁上。At present, conventional I-beam-profiled steel plate composite beams are composed of profiled steel plates, I-beams, concrete and steel bars. The conventional method is: place the profiled steel plate on the upper flange of the I-beam, and use rivets to fix the two. Then arrange steel bars on the profiled steel plate and pour concrete. The floor load is transmitted to the I-beam through the poured and rammed concrete slab, and then the I-beam is transmitted to the column or other beams.
但是，常规的工字钢-压型钢板组合梁本身的高度为工字钢以及混凝土板两者高度的总和，所以这种组合梁所占用的建筑高度比较高。当建筑高度较小时，如果仍然使用常规工字钢-压型钢板组合梁，将使得建筑的使用高度减小，达不到高效的经济效益。However, the height of the conventional I-beam-profiled steel composite beam itself is the sum of the heights of the I-beam and the concrete slab, so the building height occupied by this composite beam is relatively high. When the height of the building is small, if the conventional I-beam-profiled steel composite beam is still used, the use height of the building will be reduced, which will not achieve efficient economic benefits.
发明内容 Contents of the invention
为了克服常规的工字钢-压型钢板组合梁占用多大层高的不足，本实用新型提供一种新型工字钢-压型钢板组合梁。此新型工字钢-压型钢板组合梁能够有效减少组合梁本身所占用的建筑高度，提高经济效益。In order to overcome the shortage of the floor height occupied by conventional I-beam-profiled steel plate composite beams, the utility model provides a novel I-beam-profiled steel plate composite beam. The novel I-beam-profile steel plate composite beam can effectively reduce the building height occupied by the composite beam itself and improve economic benefits.
本实用新型解决其技术问题所采用的技术方案是：把压型钢板放在工字钢的下翼缘上面，再利用铆钉进行固定，使得两者链接到一起。然后在压型钢板上面布置钢筋，为保障钢筋的连续性和锚固长度，钢筋与工字钢腹板焊接；浇捣混凝土至工字钢上翼缘标高处。The technical scheme adopted by the utility model to solve the technical problem is: the profiled steel plate is placed on the lower flange of the I-beam, and then fixed by rivets so that the two are linked together. Then arrange steel bars on the profiled steel plate. In order to ensure the continuity and anchorage length of the steel bars, the steel bars are welded to the web of the I-beam; pour concrete to the elevation of the upper flange of the I-beam.
本实用新型的有益效果是，由于混凝土本身的高度与工字钢重叠，所以其本身不会占用建筑高度，可以使得组合梁本身的高度为工字钢本身的高度，减少占用的高度，加大建筑的可利用高度，提高经济效益。The beneficial effect of the utility model is that since the height of the concrete itself overlaps with the I-beam, it does not occupy the height of the building itself, and the height of the composite beam itself can be equal to the height of the I-beam itself, reducing the occupied height and increasing the height of the building. The available height of the building can be improved to improve economic benefits.
附图说明 Description of drawings
下面结合附图和实施例对本实用新型进一步说明。Below in conjunction with accompanying drawing and embodiment the utility model is further described.
图1是本实用新型的各构件构造图。Fig. 1 is each member structural drawing of the present utility model.
图2是图1的1-1剖视图。Fig. 2 is a sectional view taken along line 1-1 of Fig. 1 .
图中1.工字钢，2.压型钢板，3.钢筋，4.混凝土，5.铆钉。In the figure 1. I-beam, 2. Profiled steel plate, 3. Steel bar, 4. Concrete, 5. Rivet.
具体实施方式 Detailed ways
图中，压型钢板2分别与工字钢1的下翼缘用铆钉5连接，再将钢筋3按照目前的施工方法布置在压型钢板2上面，并将钢筋3端部与工字钢1腹板焊接，最后将混凝土4浇捣到压型钢板上面。混凝土4养护后与钢筋3、压型钢板2以及工字钢1连成一个整体。In the figure, the profiled
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Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220318683 CN202850289U (en) | 2012-07-03 | 2012-07-03 | Novel H-beam profiled steel sheet composite beam |
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| Application Number | Priority Date | Filing Date | Title |
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| CN 201220318683 CN202850289U (en) | 2012-07-03 | 2012-07-03 | Novel H-beam profiled steel sheet composite beam |
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| CN202850289U true CN202850289U (en) | 2013-04-03 |
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| CN 201220318683 Expired - Fee Related CN202850289U (en) | 2012-07-03 | 2012-07-03 | Novel H-beam profiled steel sheet composite beam |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108252330A (en) * | 2018-04-02 | 2018-07-06 | 兰州交通大学 | A kind of prefabricated pipe gallery connection structure of big cross section and its method for waterproofing |
| CN110016984A (en) * | 2019-04-29 | 2019-07-16 | 华北水利水电大学 | A kind of construction method of the building of H profile steel and H profile steel steel construction |
-
2012
- 2012-07-03 CN CN 201220318683 patent/CN202850289U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108252330A (en) * | 2018-04-02 | 2018-07-06 | 兰州交通大学 | A kind of prefabricated pipe gallery connection structure of big cross section and its method for waterproofing |
| CN110016984A (en) * | 2019-04-29 | 2019-07-16 | 华北水利水电大学 | A kind of construction method of the building of H profile steel and H profile steel steel construction |
| CN110016984B (en) * | 2019-04-29 | 2020-11-20 | 华北水利水电大学 | A kind of H-shaped steel and construction method of H-shaped steel structure building |
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| 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: 20130403 Termination date: 20140703 |
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| EXPY | Termination of patent right or utility model |