CN103485483A - Assembly type honeycombed web composite beam - Google Patents
Assembly type honeycombed web composite beam Download PDFInfo
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- CN103485483A CN103485483A CN201310418785.XA CN201310418785A CN103485483A CN 103485483 A CN103485483 A CN 103485483A CN 201310418785 A CN201310418785 A CN 201310418785A CN 103485483 A CN103485483 A CN 103485483A
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Abstract
The invention relates to an assembly type honeycombed web composite beam, and belongs to the technical field of building section bars. The assembly type honeycombed web composite beam is assembled by two corrugated web steel channel composite beam webs in a butt joint mode through bolts. The fracture surface of each corrugated web steel channel composite beam is composed of a reinforced concrete wing plate, a profiled steel plate, an upper flange, a lower flange and one web. The fracture surface of each web is in even or uneven wave shape repeated periodically, the outmost sides of the corrugated curves, in the length direction, of the webs are flush with one side lines, in the length direction, of the flanges, and the webs and the flanges are connected by the adoption of single-face fillet weld. The assembly type honeycombed web composite beam is an innovation-type composite beam suitable for a full assembly type steel structural system and has the advantages of being light in self weight, high in bearing capacity and optimized in mechanical property.
Description
Technical field
The present invention relates to a kind of assembling honeycombed web combination beam, belong to the architectural shape technical field.
Background technology
At present, the assembling type steel structure dwelling house system is the important directions of system of steel residential structure development.During the construction of tradition housing building of steel-structure, owing to adopting a large amount of Site Weldings, cause the problems such as speed of application is slow, environment pollution is serious and weldquality to control, these security performances to building cause very big hidden danger.The assembling type steel structure system can overcome traditional steel house shortcoming well, and therefore in this system, the mechanical property after compound beam and compound beam on-site consolidation is a needs primary study problem.
In existing assembling type steel structure system, usually adopt to be that two channel-section steels carry out assembled, the web docking of two channel-section steels, connected by bolt, forms fabricated H shaped steel.The section steel beam that can adopt in similar field comprises hot rolling i iron, hot rolled H-shaped, welded H section steel, hot-rolled square steel pipe, welding box-shaped beam and channel-section steel etc., these shaped steel are in assembling compound beam member the time, can only with the edge of a wing of bolt to beam, be connected by cover plate, the connection effect is poor and shear behavior junction is also poor.Yet in this connected mode, shearing is to pass to web by bolt, and web is generally plain plate, so required Number of Bolts and web steel using amount are very large.
As can be seen here, traditional Steel section member be used in assembling type steel structure among effect unsatisfactory, it not only affects the stress performance of member, and need to consume great deal of steel.Therefore imperative for the novel primary structure member innovation research of assembling type steel structure system, the present invention is based on above reason and propose a kind of assembling honeycombed web combination beam, research and discussion replace traditional shaped steel as the girder steel in compound beam with assembling honeycombed web combination beam, and then be applied to the multi-rise building field, realize the purpose that reduces costs, optimizes mechanical property and increase the service life.
Summary of the invention
The object of the present invention is to provide a kind of assembling honeycombed web combination beam, this compound beam is with low cost and mechanical property is superior, is applicable to the assembling type steel structure system.
For achieving the above object, the technical solution used in the present invention is a kind of assembling honeycombed web combination beam, this compound beam is formed by bolts assemblies by two corrugated web steel channel beams, and two corrugated web steel channel beam web docking are connected, and at the web joint, by bolt, carry out assembly connection.
The section shape of the mouth as one speaks of corrugated web groove compound beam is comprised of steel concrete wing plate, profiled sheet, top flange, web and bottom flange, and top flange is parallel with bottom flange, and web is vertically between top flange and bottom flange; Have bolt hole on web, for connecting bolt; The steel concrete wing plate is positioned at the profiled sheet top, and profiled sheet is positioned at the top, top flange; Steel concrete wing plate, profiled sheet, top flange three fix by peg; Peg can be used as shear connector steel concrete wing plate, profiled sheet, girder steel top flange is connected into to integral body, and transverse reinforcement is welded in profiled sheet top.
The web section is even or inhomogeneous periodicity and repeats ripple, 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; The inclination angle of the trapezoidal oblique line section of trapezoidal waviness curve and the trapezoidal waviness curve of arc chord angle is 20 °-90 °; The inclination angle of the Wedge slant section of wedge shape waviness curve and arc chord angle wedge shape waviness curve is 20 °-90 °; Web ripple density and height can change according to force request; The trapezoidal waviness curve of arc chord angle, arc chord angle rectangle waviness curve 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.
Top flange and bottom flange are plain plate, and web integral body is between top flange and bottom flange, and web waviness curve outermost along its length flushes with top flange and a sideline along its length, bottom flange; Be respectively the single face fillet weld between web and top flange and bottom flange, the present invention simultaneously adopts full automatic welding connection technology and professional positioning tooling fixture, guarantees the accurate location between web and the edge of a wing, and seam track is consistent.
With traditional assembling compound beam, compare, the present invention has the following advantages:
1, the compound beam web after the present invention's assembling presents the waviness curve type, 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 thickness is identical, shear-carrying capacity and anti-outer deformability all are significantly increased.
2, the compound beam web after the assembling is the assembling of two corrugated webs, be equivalent to double corrugated web plate, can effectively improve stability and the supporting capacity of member, especially antitorque bearing capacity, the layout of web is cellular, can aspect the total bearing capacity of member, obtain optimal result, therefore with other like products, compare its mechanical property and significantly improve.
3, in the assembling honeycombed web combination beam that the present invention proposes, it is that the relation of having optimized between section mechanical property and product steel using amount makes it more be tending towards rationalization and scientific that section combines maximum characteristics, and then improve girder steel supporting capacity, reduce steel using amount, reduce construction costs, realize standardization large-scale production, significantly improve production efficiency.
The accompanying drawing explanation
The structural representation that Fig. 1 is assembling honeycombed web combination beam;
The element of construction exploded view that Fig. 2 is assembling honeycombed web combination beam;
The schematic diagram that Fig. 3 is corrugated web channel-section steel compound beam;
The unit decomposition figure that Fig. 4 is corrugated web channel-section steel compound beam;
The rectangle ripple curve synoptic diagram that Fig. 5 is the web section;
The trapezoidal ripple curve synoptic diagram that Fig. 6 is the web section;
The wedge shape ripple curve synoptic diagram that Fig. 7 is the web section;
The arc chord angle rectangle ripple curve synoptic diagram that Fig. 8 is the web section;
The trapezoidal ripple curve synoptic diagram of the arc chord angle that Fig. 9 is the web section;
The arc chord angle wedge shape ripple curve synoptic diagram that Figure 10 is the web section;
The sine curve waviness curve schematic diagram that Figure 11 is the web section.
In figure: 1, wave groove steel combination beam 2, top flange 3, web 4, bottom flange 5, steel concrete wing plate 6, profiled sheet 7, peg 8, transverse reinforcement 9, bolt hole 10, bolt.
The specific embodiment
Below with reference to accompanying drawing and example, the invention will be further described.
Be illustrated in figure 1 the structural representation of assembling honeycombed web combination beam, the element of construction exploded view that Fig. 2 is assembling honeycombed web combination beam, the assembling honeycombed web combination beam that the present invention proposes is to be assembled by bolt 10 by two corrugated web steel channel beams 1, two corrugated web steel channel beam 1 web docking are connected, and at web 3 joints, by bolt 10, carry out assembly connection.
Be illustrated in figure 3 the schematic diagram of corrugated web channel-section steel compound beam, the unit decomposition figure that Fig. 4 is corrugated web channel-section steel compound beam, in the assembling honeycombed web combination beam that the present invention proposes, the section shape of the mouth as one speaks of corrugated web channel-section steel compound beam 1 is by steel concrete wing plate 5, profiled sheet 6, top flange 2, and web 3 and bottom flange 4 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; Steel concrete wing plate 5 is positioned at profiled sheet 6 tops, and profiled sheet 6 is positioned at 2 tops, top flange; Steel concrete wing plate 5, profiled sheet 6, top flange 2 threes fix by peg 7; Peg 7 can be used as shear connector steel concrete wing plate 5, profiled sheet 6, girder steel top flange 2 is connected into to integral body; Transverse reinforcement 8 is welded in profiled sheet top; Top flange 2 and bottom flange 4 are plain plate, and web 3 integral body are between top flange 2 and bottom flange 4; The waviness curve of web 3 outermost along its length flushes with top flange 2 and a sideline along its length, bottom flange 4, between web 3 and top flange 2 and bottom flange 4, adopts respectively the single face fillet weld to be welded; The ripple density of web 3 and height can change according to force request, and the inclination angle of the trapezoidal oblique line section of trapezoidal waviness curve, the trapezoidal waviness curve of arc chord angle 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 °; The trapezoidal waviness curve of arc chord angle, arc chord angle rectangle waviness curve 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.
Be illustrated in figure 5 the rectangle ripple curve synoptic diagram of web section, the trapezoidal ripple curve synoptic diagram that Fig. 6 is the web section, the wedge shape ripple curve synoptic diagram that Fig. 7 is the web section, the arc chord angle rectangle ripple curve synoptic diagram that Fig. 8 is the web section, the trapezoidal ripple curve synoptic diagram of the arc chord angle that Fig. 9 is the web section, the arc chord angle wedge shape ripple curve synoptic diagram that Figure 10 is the web section, the sine curve waviness curve schematic diagram that Figure 11 is the web section, in a kind of assembling honeycombed web 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.
Claims (3)
1. an assembling honeycombed web combination beam, it is characterized in that: this compound beam is to be assembled by bolt (10) by two corrugated web channel-section steel compound beams (1), web (3) docking of two corrugated web channel-section steel compound beams (1) is connected, and at web (3), locates to carry out assembly connection by bolt (10); The section shape of the mouth as one speaks of corrugated web channel-section steel compound beam (1) is comprised of steel concrete wing plate (5), profiled sheet (6), top flange (2), web (3) and bottom flange (4), top flange (2) is parallel with bottom flange (4), and web (3) vertically is positioned between top flange (2) and bottom flange (4); Steel concrete wing plate (5) is positioned at profiled sheet (6) top, and profiled sheet (6) is positioned at top, top flange (2), and steel concrete wing plate (5), profiled sheet (6), top flange (2) three fix by peg (7); Peg (7) can be used as shear connector steel concrete wing plate (5), profiled sheet (6), girder steel top flange (2) is connected into to integral body; Transverse reinforcement (8) is welded in profiled sheet top; 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 (9) on web (3) for connecting bolt (10); Top flange (2) and bottom flange (4) are plain plate, web (3) integral body is positioned between top flange (2) and bottom flange (4), and the waviness curve outermost along its length of web (3) flushes with top flange (2) and bottom flange (4) sideline along its length.
2. assembling honeycombed web combination beam according to claim 1, it is characterized in that: the rectangle waviness curve is arc chord angle rectangle waviness curve, described trapezoidal waviness curve is the trapezoidal waviness curve of arc chord angle, and described 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, the trapezoidal waviness curve of arc chord angle 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 °; The ripple density of web (3) and height can change according to force request; The trapezoidal waviness curve of arc chord angle, arc chord angle rectangle waviness curve 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.
3. a kind of assembling honeycombed web combination beam according to claim 1 and 2 is characterized in that: be respectively the single face fillet weld between described web (3) and top flange (2) and bottom flange (4) and be connected.
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| CN201310418785.XA CN103485483A (en) | 2013-09-13 | 2013-09-13 | Assembly type honeycombed web composite beam |
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| CN201310418785.XA CN103485483A (en) | 2013-09-13 | 2013-09-13 | Assembly type honeycombed web composite beam |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105297978A (en) * | 2015-11-18 | 2016-02-03 | 湖南大学 | Prefabricated assembled type steel-concrete combined beam connected through bolt nails |
| CN107152088A (en) * | 2017-03-30 | 2017-09-12 | 西京学院 | A kind of prefabrication and assembly construction double dovetail type steel-concrete combination beams of use peg connection |
| CN108930349A (en) * | 2018-08-09 | 2018-12-04 | 江苏银环新型建材科技有限公司 | A kind of profiled sheet concrete combined board of low amount of deflection |
| CN110042984A (en) * | 2019-04-19 | 2019-07-23 | 北京工业大学 | A kind of prefabricated package Honeycomb Beam of splitting type holes in soffit |
| CN110055871A (en) * | 2019-05-09 | 2019-07-26 | 周劲宇 | Full assembled B-G connection steel-concrete composite beams bridge |
| CN111424551A (en) * | 2020-04-08 | 2020-07-17 | 江西省高速公路投资集团有限责任公司 | Construction process of connection structure of corrugated arched steel plate and steel beam |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2005007986A1 (en) * | 2003-07-18 | 2005-01-27 | Pedro Nel Ospina Cabezas | Integral, mixed, structural construction system |
| CN101220697A (en) * | 2008-01-24 | 2008-07-16 | 同济大学 | Double-ripple ventral shield steel case built-up beam |
| CN101280546A (en) * | 2007-10-19 | 2008-10-08 | 清华大学 | Lower chord opening beam type corrugated steel web combination beam |
| CN101906848A (en) * | 2010-08-02 | 2010-12-08 | 长安大学 | Double steel tube concrete flange composite beam with concrete flange |
| CN103233551A (en) * | 2013-04-19 | 2013-08-07 | 北京工业大学 | Fabricated honeycomb web steel beam |
-
2013
- 2013-09-13 CN CN201310418785.XA patent/CN103485483A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2005007986A1 (en) * | 2003-07-18 | 2005-01-27 | Pedro Nel Ospina Cabezas | Integral, mixed, structural construction system |
| CN101280546A (en) * | 2007-10-19 | 2008-10-08 | 清华大学 | Lower chord opening beam type corrugated steel web combination beam |
| CN101220697A (en) * | 2008-01-24 | 2008-07-16 | 同济大学 | Double-ripple ventral shield steel case built-up beam |
| CN101906848A (en) * | 2010-08-02 | 2010-12-08 | 长安大学 | Double steel tube concrete flange composite beam with concrete flange |
| CN103233551A (en) * | 2013-04-19 | 2013-08-07 | 北京工业大学 | Fabricated honeycomb web steel beam |
Non-Patent Citations (1)
| Title |
|---|
| 孙天明等: "波形钢腹板PC组合箱梁桥的设计与建造", 《公路》, no. 1, 31 January 2010 (2010-01-31), pages 79 - 82 * |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105297978A (en) * | 2015-11-18 | 2016-02-03 | 湖南大学 | Prefabricated assembled type steel-concrete combined beam connected through bolt nails |
| CN107152088A (en) * | 2017-03-30 | 2017-09-12 | 西京学院 | A kind of prefabrication and assembly construction double dovetail type steel-concrete combination beams of use peg connection |
| CN107152088B (en) * | 2017-03-30 | 2020-08-18 | 西京学院 | Prefabricated double-dovetail type steel-concrete combined beam connected by adopting studs |
| CN108930349A (en) * | 2018-08-09 | 2018-12-04 | 江苏银环新型建材科技有限公司 | A kind of profiled sheet concrete combined board of low amount of deflection |
| CN110042984A (en) * | 2019-04-19 | 2019-07-23 | 北京工业大学 | A kind of prefabricated package Honeycomb Beam of splitting type holes in soffit |
| CN110055871A (en) * | 2019-05-09 | 2019-07-26 | 周劲宇 | Full assembled B-G connection steel-concrete composite beams bridge |
| CN111424551A (en) * | 2020-04-08 | 2020-07-17 | 江西省高速公路投资集团有限责任公司 | Construction process of connection structure of corrugated arched steel plate and steel beam |
| CN111424551B (en) * | 2020-04-08 | 2021-08-10 | 江西省高速公路投资集团有限责任公司 | Construction process of connection structure of corrugated arched steel plate and steel beam |
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Application publication date: 20140101 |