CN103485476A - Assembly type corrugated web holding-on H shaped steel composite beam - Google Patents
Assembly type corrugated web holding-on H shaped steel composite beam Download PDFInfo
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- CN103485476A CN103485476A CN201310418970.9A CN201310418970A CN103485476A CN 103485476 A CN103485476 A CN 103485476A CN 201310418970 A CN201310418970 A CN 201310418970A CN 103485476 A CN103485476 A CN 103485476A
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Abstract
The invention relates to an assembly type corrugated web holding-on H shaped steel composite beam which is assembled by two corrugated steel channel composite beam webs in a holding-on butt joint mode through bolts. The fracture surface of each corrugated steel channel composite beam is composed of an upper flange, a lower flange, one web, a profiled steel plate and a reinforced concrete plate. The fracture surface of each web is in even or uneven wave shape repeated periodically; the flanges are steel plates, and one side in the length direction of each flange is a corrugated curve which is same as curves of the webs in shape; the upper flange is in parallel with the lower flange, the webs are vertically located between the flanges, the corrugated curve sides of the flanges are connected with the corrugated fracture surfaces of the webs, and the webs and the flanges are connected by the adoption of single-face fillet weld. The reinforced concrete wing plate, the profiled steel plate and the upper flange are fixed through studs. The assembly type corrugated web holding-on H shaped steel composite beam is an innovation-type composite beam which is suitable for a full assembly type steel structural system and has the advantages of saving rolled steel and being high in bearing capacity and good in stress performance compared with a traditional assembly type steel beam and a traditional composite beam.
Description
Technical field
The present invention relates to a kind of assembling corrugated web interlock H shaped steel combination beam, belong to the architectural shape technical field.
Background technology
The assembling type steel structure system has overcome that traditional steel house Site Welding amount is large, speed of application reaches the uppity shortcoming of construction quality slowly effectively, is the important directions of system of steel residential structure development.In the assembling type steel structure system, the on-site consolidation of Liang Heliang is a needs primary study problem.
Compare girder steel, compound beam has as follows and has superiority: can utilize the concrete pressurized effect of composite floor on girder steel, increase the effective height of beam section, improve bending rigidity and the bearing capacity of girder steel, thereby save steel and reduce cost; The steel work compound beam is compared with reinforced concrete beam and plate, can save template and reduce built-in fitting, alleviates deadweight, reduces floor height, convenient construction, and the reduction of erection time, and be convenient to install pipeline; Compound beam can be realized the full assembling of high-rise steel structure system.
In existing assembling type steel structure system, conventional composite beam usually adopts, and to be that two channel-section steel compound beams carry out assembled, and the web docking of two channel-section steels is also connected by bolt, forms assembling H shaped steel.But, in this connecting method, shearing is to pass to web by bolt, web is plain plate, and required Number of Bolts and the steel using amount of web are very large, and shear-carrying capacity has much room for improvement.
As can be seen here, it is not very desirable that traditional Steel section member is used in to effect among assembling type steel structure, not only affects the stress performance of member, and needs to consume a large amount of steel, produces unnecessary waste.So, create the novel primary structure member that is applied to the assembling type steel structure system imperative.Based on above analysis the present invention, a kind of assembling corrugated web interlock H shaped steel combination beam is proposed, this compound beam can reach and improve load bearing beam ability and saving steel double effects, purposes is more extensive, and the while can be realized large-scale industrial production, be promoted the development of full assembling type steel structure system.
Summary of the invention
The object of the invention is to propose a kind of assembling corrugated web interlock H shaped steel combination beam, its just corrugated web interlock H shaped steel replace traditional shaped steel as the girder steel in compound beam, and then provide a kind of with low cost, stress performance is superior, be applicable to the especially assembling compound beam of the how high-rise assembling type steel structure system of large span of assembling type steel structure system.
For achieving the above object, technical scheme of the present invention is a kind of assembling corrugated web interlock H shaped steel combination beam, and this compound beam is to be formed by bolts assemblies by two wave groove steel combination beams, wherein, the web interlock docking of two wave groove steel combination beams, at web, place is connected by bolt; The wave groove steel combination beam, its section shape of the mouth as one speaks is comprised of top flange, web, bottom flange, steel concrete wing plate and profiled sheet, and steel concrete wing plate, profiled sheet, top flange three fix by peg; Top flange is parallel with bottom flange, and web is vertically between top flange and bottom flange; The section of web is the ripple that even or inhomogeneous periodicity repeats, and this ripple section is rectangle waviness curve, trapezoidal waviness curve, wedge shape waviness curve or sine curve; Have bolt hole on web, for connecting bolt; Top flange and bottom flange are steel plate, and a limit parallel with web in steel plate is wavy curve, and the shape of waviness curve is identical with the ripple section configuration of web; Web is positioned over the Chu， top flange, waviness curve limit of top flange and bottom flange and the waviness curve limit of bottom flange coincide and is connected with the ripple section of web; Profiled sheet is positioned at the top, top flange, transverse reinforcement is welded in profiled sheet top, the steel concrete wing plate is positioned at the profiled sheet top, wherein in profiled sheet, steel concrete wing plate, a limit parallel with web is wavy curve, the shape of waviness curve is identical with the ripple section configuration of web, can realize being connected of steel concrete wing plate in two channel-section steel compound beams.
The rectangle waviness curve is arc chord angle rectangle waviness curve, and described trapezoidal waviness curve is the trapezoidal waviness curve of arc chord angle, and the wedge shape waviness curve is arc chord angle wedge shape waviness curve; The inclination angle of the trapezoidal oblique line section of trapezoidal waviness curve, arc chord angle rectangle waviness curve is 20 °-90 °; The inclination angle of the Wedge slant section of described wedge shape waviness curve, arc chord angle wedge shape waviness curve is 20 °--90 °; Be respectively the single face fillet weld between web and top flange and bottom flange; Web ripple density and height can change according to force request; Arc chord angle rectangle waviness curve, the trapezoidal waviness curve of arc chord angle and arc chord angle wedge shape waviness curve adopt the numerical control bending technology to make, and sine curve adopts numerical control roll-in technology to make.
Compare the assembling compound beam in traditional assembling type steel structure system, the present invention has following advantage:
1, the steel beam web plate after the assembling is the assembling corrugated steel, can effectively utilize the good out of plane stiffness of corrugated steel, anti-flexing supporting capacity and higher fatigue strength, the plain plate be assembled into channel-section steel is compared, in the situation that identical its shear-carrying capacity of thickness and anti-outer deformability all are significantly increased.
2, the compound beam after the assembling is the interlock shape, effectively increase the shearing bearing capacity in assembling compound beam plane, shearing in the plane of traditional assembling compound beam relies on bolt to bear and transmit, the present invention relies on the interlocking of compound beam to make whole compound beam bear the shearing in plane, effectively improve the shear resistant capacity of assembling compound beam, can guarantee a large amount of saving steels under the prerequisite of shear-carrying capacity.
3, in the assembling corrugated web interlock H shaped steel combination beam that the present invention proposes, it is relations of having optimized to a greater extent between section mechanical property and product steel using amount that section combines maximum characteristics, make it more be tending towards rationalization and scientific, and more extensive than i iron and H shaped steel combination beam purposes; The present invention adopts full automatic welding connection technology and professional positioning tooling fixture, can guarantee the accurate location between web and the edge of a wing, and seam track is consistent, easily realizes standardization, effectively enhances productivity.
The accompanying drawing explanation
Fig. 1 is assembling corrugated web interlock H shaped steel combination girder construction schematic diagram;
Fig. 2 is assembling corrugated web interlock H shaped steel combination girder construction unit decomposition figure;
The structural representation that Fig. 3 is corrugated web interlock H shaped steel combination beam trapezoidal cross-section web;
The structural representation that Fig. 4 is corrugated web interlock H section steel beam;
The unit decomposition figure that Fig. 5 is corrugated web interlock H section steel beam;
The schematic diagram that Fig. 6 is the wave groove girder steel;
The unit decomposition figure that Fig. 7 is the wave groove girder steel;
The rectangle ripple curve synoptic diagram that Fig. 8 is the web section;
The trapezoidal ripple curve synoptic diagram that Fig. 9 is the web section;
The wedge shape ripple curve synoptic diagram that Figure 10 is the web section;
The arc chord angle rectangle ripple curve synoptic diagram that Figure 11 is the web section;
Figure 12 is the trapezoidal ripple curve synoptic diagram of the arc chord angle of web section;
The arc chord angle wedge shape ripple curve synoptic diagram that Figure 13 is the web section;
The sine curve waviness curve schematic diagram that Figure 14 is the web section;
The web that Figure 15 is the wave groove girder steel is placed schematic diagram;
The web that Figure 16 is assembling corrugated web interlock girder steel is placed schematic diagram.
In figure: 1, wave groove steel combination beam 2, top flange 3, web 4, bottom flange 5, bolt hole 6, bolt 7, profiled sheet 8, steel concrete wing plate 9, peg 10, transverse reinforcement.
The specific embodiment
Further illustrate by reference to the accompanying drawings the present invention below by embodiment.
Be illustrated in figure 1 assembling corrugated web interlock H shaped steel combination girder construction schematic diagram, Fig. 2 is assembling corrugated web interlock H shaped steel combination girder construction unit decomposition figure, the assembling corrugated web interlock H shaped steel combination beam that the present invention proposes is to be assembled by bolt 6 by two wave groove steel combination beams 1, two wave groove steel combination beam 1 web interlock docking, carry out assembly connection at the web place by bolt 6.
Be illustrated in figure 3 the structural representation of corrugated web interlock H shaped steel combination beam trapezoidal cross-section web, the structural representation that Fig. 4 is corrugated web interlock H section steel beam, the unit decomposition figure that Fig. 5 is corrugated web interlock H section steel beam, the schematic diagram that Fig. 6 is the wave groove girder steel, the unit decomposition figure that Fig. 7 is the wave groove girder steel, in the assembling corrugated web interlock H shaped steel combination beam that the present invention proposes, the section shape of the mouth as one speaks of wave groove steel combination beam 1 is by top flange 2, web 3, bottom flange 4, profiled sheet 7 and steel concrete wing plate 8 form; Top flange 2 is parallel with bottom flange 4, and web 3 is vertically between top flange 2 and bottom flange 4; Have bolt hole 5 on web 3, for connecting bolt 6; Profiled sheet 7 is positioned at 2 tops, top flange, and transverse reinforcement 10 is welded in profiled sheet 7 tops, and steel concrete wing plate 8 is positioned at profiled sheet 7 tops, and steel concrete wing plate 8, profiled sheet 7, top flange 2 threes fix by peg 9.
Be illustrated in figure 8 the rectangle ripple curve synoptic diagram of web section, the trapezoidal ripple curve synoptic diagram that Fig. 9 is the web section, the wedge shape ripple curve synoptic diagram that Figure 10 is the web section, the arc chord angle rectangle ripple curve synoptic diagram that Figure 11 is the web section, Figure 12 is the trapezoidal ripple curve synoptic diagram of the arc chord angle of web section, the arc chord angle wedge shape ripple curve synoptic diagram that Figure 13 is the web section, the sine curve waviness curve schematic diagram that Figure 14 is the web section, the web that Figure 15 is the wave groove girder steel is placed schematic diagram, the web that Figure 16 is assembling corrugated web interlock girder steel is placed schematic diagram, in the assembling corrugated web interlock girder steel that the present invention proposes, the section of web 3 is the ripple that even or inhomogeneous periodicity repeats, this ripple section is the rectangle waviness curve, or be arc chord angle rectangle waviness curve, or be trapezoidal waviness curve, or be the trapezoidal waviness curve of arc chord angle, or be the wedge shape waviness curve, or be arc chord angle wedge shape waviness curve, or be the sine curve waviness curve, in the assembling corrugated web interlock girder steel that the present invention proposes, top flange 2 and bottom flange 4 are steel plate, and a limit parallel with web 3 in steel plate is wavy curve, and the shape of waviness curve is identical with the ripple section configuration of web 3, web 3 is positioned over the place, waviness curve limit of top flange 2 and bottom flange 4, and the ripple section of web 3 coincide and is connected with the waviness curve limit of top flange 2 and bottom flange 4, between web 3 and top flange 2 and bottom flange 4, is respectively the single face fillet weld, the inclination angle of the trapezoidal oblique line section of trapezoidal waviness curve, arc chord angle rectangle waviness curve is 20 °-90 °, the inclination angle of the Wedge slant section of described wedge shape waviness curve, arc chord angle wedge shape waviness curve is 20 °-90 °, the ripple density of web 3 and height can change according to force request, arc chord angle rectangle waviness curve, the trapezoidal waviness curve of arc chord angle and arc chord angle wedge shape waviness curve adopt the numerical control bending technology to make, and sine curve adopts numerical control roll-in technology to make.
Claims (3)
1. an assembling corrugated web interlock H shaped steel combination beam, it is characterized in that: this compound beam is comprised of wave groove steel combination beam (1), top flange (2), web (3), bottom flange (4), bolt hole (5), bolt (6), profiled sheet (7), steel concrete wing plate (8), peg (9) transverse reinforcement (10); Wherein compound beam (1) is to be assembled by bolt (6) by two wave groove steel combination beams; Web (3) the interlock docking of two wave groove steel combination beams (1), locate by bolt (6) assembly connection at web (3); Wave groove steel combination beam (1) is formed by connecting by top flange (2), web (3), bottom flange (4), steel concrete wing plate (8) and profiled sheet (7); Steel concrete wing plate (8), profiled sheet (7), top flange (2) three fix by peg (9); Top flange (2) is parallel with bottom flange (4), and web (3) vertically is positioned between top flange (2) and bottom flange (4); The section of web (3) is the ripple that even or inhomogeneous periodicity repeats, and this ripple section is rectangle waviness curve, trapezoidal waviness curve, wedge shape waviness curve or sine curve; Have bolt hole (5) on web (3), for connecting bolt (6); Top flange (2) and bottom flange (4) are steel plate, and a limit parallel with web (3) in steel plate is wavy curve, and the shape of waviness curve is identical with the ripple section configuration of web 3; The Chu， top flange, waviness curve limit (2) that web (3) is positioned over top flange (2) and bottom flange (4) coincide and is connected with the ripple section limit of web (3) with bottom flange (4) waviness curve; Profiled sheet (7) is positioned at top, top flange (2), transverse reinforcement (10) is welded in profiled sheet (7) top, steel concrete wing plate (8) is positioned at profiled sheet 7 tops, wherein in profiled sheet (7), steel concrete wing plate (8), a limit parallel with web (3) is wavy curve, the shape of waviness curve is identical with the ripple section configuration of web (3), can realize being connected of two channel-section steel compound beams (1) middle steel concrete wing plate (8).
2. a kind of assembling corrugated web interlock H shaped steel combination beam according to claim 1, it is characterized in that: the rectangle waviness curve is arc chord angle rectangle waviness curve, trapezoidal waviness curve is the trapezoidal waviness curve of arc chord angle, and the wedge shape waviness curve is arc chord angle wedge shape waviness curve; The inclination angle of the trapezoidal oblique line section of trapezoidal waviness curve, arc chord angle rectangle waviness curve is 20 °-90 °; The inclination angle of the Wedge slant section of wedge shape waviness curve, arc chord angle wedge shape waviness curve is 20 °-90 °; Be respectively the single face fillet weld between the web of girder steel (3) and top flange (2) and bottom flange (4); The ripple density of web (3) and height can change according to force request.
3. a kind of assembling corrugated web interlock H shaped steel combination beam according to claim 1 and 2, it is characterized in that: arc chord angle rectangle waviness curve, the trapezoidal waviness curve of arc chord angle and arc chord angle wedge shape waviness curve adopt the numerical control bending technology to make, and sine curve adopts numerical control roll-in technology to make.
Priority Applications (1)
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| CN201310418970.9A CN103485476A (en) | 2013-09-13 | 2013-09-13 | Assembly type corrugated web holding-on H shaped steel composite beam |
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| CN201310418970.9A CN103485476A (en) | 2013-09-13 | 2013-09-13 | Assembly type corrugated web holding-on H shaped steel composite beam |
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Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103882947A (en) * | 2014-03-20 | 2014-06-25 | 北京工业大学 | Industrialized assembled type steel frame eccentric supporting meshed spliced system |
| CN103898965A (en) * | 2014-03-20 | 2014-07-02 | 北京工业大学 | Meshing-spliced multi-high-layer assembled steel structural system |
| CN105178436A (en) * | 2015-08-10 | 2015-12-23 | 武汉理工大学 | Notch-type steel reinforced concrete structure |
| CN106639090A (en) * | 2016-12-22 | 2017-05-10 | 中冶京诚工程技术有限公司 | Precast assembly type engaged lightweight floor system |
| CN106639088A (en) * | 2016-12-22 | 2017-05-10 | 中冶京诚工程技术有限公司 | Pre-fabricated, assembled and engaged type light floor slab |
| CN108277744A (en) * | 2018-01-19 | 2018-07-13 | 郑州市交通规划勘察设计研究院 | Arch steel concrete combined bridge deck and its construction method |
| CN109898908A (en) * | 2019-01-04 | 2019-06-18 | 西安理工大学 | A kind of quick assembling is bolted semi-rigid folded plate type shear connector entirely |
| CN111622423A (en) * | 2020-06-03 | 2020-09-04 | 时靖 | Assembled corrugated web beam and manufacturing process thereof |
| CN112431349A (en) * | 2019-08-26 | 2021-03-02 | 北京京诚华宇建筑设计研究院有限公司 | Corrugated angle steel |
| CN112431353A (en) * | 2019-08-26 | 2021-03-02 | 北京京诚华宇建筑设计研究院有限公司 | Corrugated T-shaped member |
| CN112431348A (en) * | 2019-08-26 | 2021-03-02 | 北京京诚华宇建筑设计研究院有限公司 | Corrugated angle steel |
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| US4084029A (en) * | 1977-07-25 | 1978-04-11 | The Boeing Company | Sine wave beam web and method of manufacture |
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| CN101220697A (en) * | 2008-01-24 | 2008-07-16 | 同济大学 | Double-ripple ventral shield steel case built-up beam |
| CN103290992A (en) * | 2013-04-19 | 2013-09-11 | 北京工业大学 | Assembly type ripple web plate occluded steel beam |
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Patent Citations (4)
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| US4084029A (en) * | 1977-07-25 | 1978-04-11 | The Boeing Company | Sine wave beam web and method of manufacture |
| CN101215912A (en) * | 2008-01-10 | 2008-07-09 | 同济大学 | Double corrugated web plate steel box girder |
| CN101220697A (en) * | 2008-01-24 | 2008-07-16 | 同济大学 | Double-ripple ventral shield steel case built-up beam |
| CN103290992A (en) * | 2013-04-19 | 2013-09-11 | 北京工业大学 | Assembly type ripple web plate occluded steel beam |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103882947A (en) * | 2014-03-20 | 2014-06-25 | 北京工业大学 | Industrialized assembled type steel frame eccentric supporting meshed spliced system |
| CN103898965A (en) * | 2014-03-20 | 2014-07-02 | 北京工业大学 | Meshing-spliced multi-high-layer assembled steel structural system |
| CN103898965B (en) * | 2014-03-20 | 2016-06-08 | 北京工业大学 | A kind of how high-rise assembling type steel structure system being engaged splicing |
| CN105178436A (en) * | 2015-08-10 | 2015-12-23 | 武汉理工大学 | Notch-type steel reinforced concrete structure |
| CN106639090A (en) * | 2016-12-22 | 2017-05-10 | 中冶京诚工程技术有限公司 | Precast assembly type engaged lightweight floor system |
| CN106639088A (en) * | 2016-12-22 | 2017-05-10 | 中冶京诚工程技术有限公司 | Pre-fabricated, assembled and engaged type light floor slab |
| CN108277744A (en) * | 2018-01-19 | 2018-07-13 | 郑州市交通规划勘察设计研究院 | Arch steel concrete combined bridge deck and its construction method |
| CN109898908A (en) * | 2019-01-04 | 2019-06-18 | 西安理工大学 | A kind of quick assembling is bolted semi-rigid folded plate type shear connector entirely |
| CN112431349A (en) * | 2019-08-26 | 2021-03-02 | 北京京诚华宇建筑设计研究院有限公司 | Corrugated angle steel |
| CN112431353A (en) * | 2019-08-26 | 2021-03-02 | 北京京诚华宇建筑设计研究院有限公司 | Corrugated T-shaped member |
| CN112431348A (en) * | 2019-08-26 | 2021-03-02 | 北京京诚华宇建筑设计研究院有限公司 | Corrugated angle steel |
| CN111622423A (en) * | 2020-06-03 | 2020-09-04 | 时靖 | Assembled corrugated web beam and manufacturing process thereof |
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Application publication date: 20140101 |