CN204401877U - A kind of Novel U-shaped girder steel - Google Patents
A kind of Novel U-shaped girder steel Download PDFInfo
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- CN204401877U CN204401877U CN201420847717.5U CN201420847717U CN204401877U CN 204401877 U CN204401877 U CN 204401877U CN 201420847717 U CN201420847717 U CN 201420847717U CN 204401877 U CN204401877 U CN 204401877U
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Abstract
The utility model discloses a kind of Novel U-shaped girder steel, comprise U-shaped beam body, multiple capping plate and dividing plate, beam body has and is parallel to each other and two Liang Bi vertically arranged and the diapire being connected to two Liang Bi bottoms, the upper end of two Liang Bi is separated by and forms openend, capping plate is fixed in this openend, and each capping plate is arranged along the length direction interval of beam body, formed for injecting concrete entrance between adjacent closure plate, Liang Liangbi, diapire and capping plate enclose the main box for concrete perfusion; Dividing plate is fixed in two Liang Bi and diapire respectively, and each dividing plate is arranged along the length direction interval of beam body, and each dividing plate is all perpendicular to the length direction of beam body, and main box is separated to form multiple sub-casing by each dividing plate.The utility model has good bending resistance and shear resistance, to reduce sectional dimension, reduces deadweight, saving steel.
Description
Technical field
The utility model relates to the girder steel field in Building technology, particularly relates to a kind of Novel U-shaped girder steel.
Background technology
Although conventional u-shaped girder steel bending resistance comparatively concrete beam is strong, needing the occasion of large span, the cross section of U-shaped girder steel and highly all need to design larger, therefore making monolithic architecture structure decrease a lot of headroom; Exactly because also this conventional u-shaped girder steel is comparatively large due to depth of section, therefore need the concrete of building in U-shaped girder steel more, compare waste resource, construction costs is larger; And the deadweight of large span U-shaped girder construction is comparatively large, and therefore beam end support also needs to configure larger fixed structure, both takes up room, and also structure unsightly.
Utility model content
In order to overcome the deficiencies in the prior art, the purpose of this utility model is to provide a kind of Novel U-shaped girder steel, has good bending resistance and shear resistance, to reduce sectional dimension, reduces deadweight, saving steel.
The purpose of this utility model adopts following technical scheme to realize:
A kind of Novel U-shaped girder steel, comprise U-shaped beam body, multiple capping plate and dividing plate, beam body has and is parallel to each other and two Liang Bi vertically arranged and the diapire being connected to two Liang Bi bottoms, the upper end of two Liang Bi is separated by and forms openend, capping plate is fixed in this openend, and each capping plate is arranged along the length direction interval of beam body, formed for injecting concrete entrance between adjacent closure plate, Liang Liangbi, diapire and capping plate enclose the main box for concrete perfusion; Dividing plate is fixed in two Liang Bi and diapire respectively, and each dividing plate is arranged along the length direction interval of beam body, and each dividing plate is all perpendicular to the length direction of beam body, and main box is separated to form multiple sub-casing by each dividing plate.
Preferably, the lateral surface of described Liang Bi upper end is laterally protruding supporting plate, and the supporting plate on this two Liang Bi is in same level, and two supporting plates are lower than capping plate.
Preferably, the bottom of described supporting plate is provided with multiple reinforcing rib, and one end and the supporting plate of reinforcing rib are affixed, and the other end and the beam wall of reinforcing rib are affixed.
Preferably, described Novel U-shaped girder steel also comprises multiple internal-rib, and each internal-rib is arranged along the length direction interval of beam body, and each internal-rib is all U-shaped, all fits with the inner side of two Liang Bi, the upside of diapire fixing.
Preferably, described Novel U-shaped girder steel also comprises multiple blind rivet, and the inner side of Liang Liangbi and the upside of diapire are fixed in each blind rivet interval.
Compared to existing technology, the beneficial effects of the utility model are:
The utility model is by the combination of capping plate, Liang Bi and diapire, be equivalent to the efficient combination of conventional u-shaped beam and box beam, considerably increase bending resistance of the present utility model and shear resistance, the effect achieving reduction sectional dimension, reduce deadweight, increase structure headroom, and due to stressing conditions, main box subsection setup is formed multiple sub-casing by available dividing plate, can saving steel further, be beneficial to resources conservation.
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
Accompanying drawing explanation
Fig. 1 is the structural representation of a kind of Novel U-shaped girder steel of the utility model.
In figure: 1, Liang Ti; 11, Liang Bi; 12, diapire; 2, capping plate; 3, dividing plate; 4, entrance; 5, main box; 6, sub-casing; 7, supporting plate; 8, reinforcing rib; 9, internal-rib; 10, blind rivet.
Detailed description of the invention
The Novel U-shaped girder steel of one as shown in Figure 1, comprise U-shaped beam body 1, multiple capping plate 2 and dividing plate 3, beam body 1 has and is parallel to each other and two the beam walls 11 vertically arranged and the diapire 12 being connected to two beam wall 11 bottoms, the upper end of two beam walls 11 is separated by and forms openend, capping plate 2 is fixed in this openend, specifically welding manner can be adopted, and each capping plate 2 is arranged along the length direction interval of beam body 1, formed between adjacent closure plate 2 and enclose main box 5 for concrete perfusion for injecting concrete entrance 4, two beam wall 11, diapire 12 and capping plate 2; Dividing plate 3 is fixed in two beam walls 11 and diapire 12 respectively, and each dividing plate 3 is arranged along the length direction interval of beam body 1, and each dividing plate 3 is all perpendicular to the length direction of beam body 1, and main box 5 is separated to form multiple sub-casing 6 by each dividing plate 3.
By the combination of capping plate 2, beam wall 11 and diapire 12, form main box 5, be equivalent to box beam, also be namely equivalent to the efficient combination of conventional u-shaped beam and box beam, considerably increase bending resistance of the present utility model and shear resistance, achieve reduction sectional dimension, reduce the effect of deadweight, and, due to stressing conditions, main box 5 subsection setup is formed multiple sub-casing 6 by available dividing plate 3, can saving steel further.When building, segmentation can be carried out along entrance 4 to each sub-casing 6 and build, also can build from the port of beam body 1.
For ease of supports outer support, the lateral surface of beam wall 11 upper end is laterally protruding supporting plate 7, and the supporting plate 7 on this two beams wall 11 is in same level.Outside support can support in supporting plate 7, to make the utility model form damascene structures to outside support, increase stability.For strengthening the enabling capabilities of supporting plate 7, the bottom of supporting plate 7 is provided with multiple reinforcing rib 8, and one end and the supporting plate 7 of reinforcing rib 8 are affixed, and the other end and the beam wall 11 of reinforcing rib 8 are affixed, welding manner can be adopted to realize affixed.
As the utility model preferred embodiment, for increasing the intensity of the main box 5 that beam wall 11, diapire 12 and capping plate 2 form, this Novel U-shaped girder steel also comprises multiple internal-rib 9, each internal-rib 9 is arranged along the length direction interval of beam body 1, each internal-rib 9 is all U-shaped, all fit with the inner side of two beam walls 11, the upside of diapire 12 fixing, welding manner can be adopted to realize this and fix.
Formed effective and stable affixed after building in each sub-casing 6 for making concrete with beam wall 11, diapire 12, this Novel U-shaped girder steel also comprises multiple blind rivet 10, the inner side of Liang Liangbi 11 and the upside of diapire 12 are fixed in each blind rivet 10 interval, and blind rivet 10 can prevent from, between concrete and sub-casing 6, relative displacement occurs.
Above-mentioned embodiment is only preferred embodiment of the present utility model; can not limit the scope of the utility model protection with this, change and the replacement of any unsubstantiality that those skilled in the art does on basis of the present utility model all belong to the utility model scope required for protection.
Claims (5)
1. a Novel U-shaped girder steel, it is characterized in that: comprise U-shaped beam body, multiple capping plate and dividing plate, beam body has and is parallel to each other and two Liang Bi vertically arranged and the diapire being connected to two Liang Bi bottoms, the upper end of two Liang Bi is separated by and forms openend, capping plate is fixed in this openend, and each capping plate is arranged along the length direction interval of beam body, formed for injecting concrete entrance between adjacent closure plate, Liang Liangbi, diapire and capping plate enclose the main box for concrete perfusion; Dividing plate is fixed in two Liang Bi and diapire respectively, and each dividing plate is arranged along the length direction interval of beam body, and each dividing plate is all perpendicular to the length direction of beam body, and main box is separated to form multiple sub-casing by each dividing plate.
2. Novel U-shaped girder steel according to claim 1, is characterized in that: the lateral surface of described Liang Bi upper end is laterally protruding supporting plate, and the supporting plate on this two Liang Bi is in same level, and two supporting plates are lower than capping plate.
3. Novel U-shaped girder steel according to claim 2, is characterized in that: the bottom of described supporting plate is provided with multiple reinforcing rib, and one end and the supporting plate of reinforcing rib are affixed, and the other end and the beam wall of reinforcing rib are affixed.
4. the Novel U-shaped girder steel according to any one of claims 1 to 3, it is characterized in that: described Novel U-shaped girder steel also comprises multiple internal-rib, each internal-rib is arranged along the length direction interval of beam body, and each internal-rib is all U-shaped, all fits with the inner side of two Liang Bi, the upside of diapire fixing.
5. the Novel U-shaped girder steel according to any one of claims 1 to 3, is characterized in that: described Novel U-shaped girder steel also comprises multiple blind rivet, and the inner side of Liang Liangbi and the upside of diapire are fixed in each blind rivet interval.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201420847717.5U CN204401877U (en) | 2014-12-26 | 2014-12-26 | A kind of Novel U-shaped girder steel |
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CN201420847717.5U CN204401877U (en) | 2014-12-26 | 2014-12-26 | A kind of Novel U-shaped girder steel |
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CN204401877U true CN204401877U (en) | 2015-06-17 |
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CN201420847717.5U Active CN204401877U (en) | 2014-12-26 | 2014-12-26 | A kind of Novel U-shaped girder steel |
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2014
- 2014-12-26 CN CN201420847717.5U patent/CN204401877U/en active Active
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