CN102704591A - Fire resistant beam column joint with groove type end plate - Google Patents
Fire resistant beam column joint with groove type end plate Download PDFInfo
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- CN102704591A CN102704591A CN201210218233XA CN201210218233A CN102704591A CN 102704591 A CN102704591 A CN 102704591A CN 201210218233X A CN201210218233X A CN 201210218233XA CN 201210218233 A CN201210218233 A CN 201210218233A CN 102704591 A CN102704591 A CN 102704591A
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- end plate
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- grooved
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Abstract
The invention discloses a fire resistant beam column joint with a groove type end plate. The fire resistant beam column joint comprises a steel column, a steel beam and the end plate; the steel beam is in butt welding with the end plate; the end plate is connected with the steel column through bolts; the end plate is the groove type end plate; the bolts are high-strength bolts; the steel beam is I-shaped or H-shaped; the groove type end plate is connected with the steel column through a groove type extension end plate, a groove type flat end plate or a groove type web end plate; and the groove type end plate is connected with the steel column through an outward reversing flange. The fire resistant beam column joint has the advantages of ensuring the full exertion of suspended connection line effect of the steel beam, increasing anti-collapse capacity of the structure, supplying certain rotation capacity for the steel beam, avoiding the damage on the high-strength bolts and being suitable for industrial and civil steel frame structures with high requirements for the fire resistance performance and anti-collapse capacity of the structure.
Description
Technical field
The present invention relates to a kind of steel framed structure bean column node, particularly a kind of grooved end plate resists fiery type bean column node.
Technical background
Along with Development of High-rise Buildings is more and more faster, highly constantly raise, the high-rise fire accident happens occasionally, and the structure fire of highrise building can cause the damage of structure or collapse.Therefore need to improve the ability of structure fire-resistant; For the target that guarantees structure fire-resistant design, make structure in the back certain hour fire breaks out, still have certain supporting capacity and deformability; Prevent to collapse; To guarantee safety evacuation in the building, the safe transfer of property reaches the attack time that the fire fighter has abundance; Standard all is through guaranteeing that independent member meets the demands in the performance under the fire, guaranteeing integrally-built safety like quantity that increases bolt and the measures such as intensity that improve bolt both at home and abroad at present.The defective of this method is; The behavior of fire lower member in overall structure has a great difference with the behavior of independent member, and the fire resistance of member can not be represented integrally-built fire resistance fully separately, exists the problem of the anti-ability of collapsing of structure; The calamity " Invest, Then Investigate " of overall structure experimental study and actual fire is found; Girder steel can produce outstanding line effect under the fire condition, and can bear very high temperature and produce large deformation and do not rupture, and will guarantee giving full play to of the outstanding line effect of girder steel; Only increase bolt quantity and improve the bolt strength DeGrain; And need to improve node region turning power at high temperature, thus guarantee that the outstanding line effect of girder steel is not fully exerted, improve the anti-ability of collapsing of structure.
Summary of the invention
The object of the invention is exactly to increase bolt quantity in order to solve taking merely that prior art exists, improve the bolt strength measure and guarantee integrally-built safety; Can not improve at high temperature turning power of node region well, make the outstanding line effect of girder steel be not fully exerted the problem of the anti-ability of collapsing of structure; Provide a kind of grooved end plate to resist fiery type bean column node; Giving full play to of the outstanding line effect of assurance girder steel improved the anti-ability of collapsing of structure.To girder steel certain turning power is provided during fire, has avoided the destruction of high-strength bolt, improve the anti-ability of collapsing of structure, be applicable to structure fire resistance performance and anti-collapse Capability Requirement high industry and civilian steel framed structure.
For realizing above-mentioned purpose, the present invention adopts following technical scheme:
A kind of grooved end plate resists fiery type bean column node, comprises steel column, girder steel, end plate, and said girder steel adopts with end plate and docks welding, and said end plate is connected through bolt with steel column, and said end plate is the grooved end plate, and said bolt is a high-strength bolt.
Said girder steel is i shaped steel or H shaped steel.
Said grooved end plate is connected with steel column through grooved extended end plate, grooved flush end plate or grooved web end plate.
Said grooved end plate links to each other with steel column through the edge of a wing of turning up.
Operating principle of the present invention: the present invention includes steel column, girder steel, end plate, said girder steel adopts with end plate and docks welding, and said end plate is connected through bolt with steel column, and said end plate is the grooved end plate, and said bolt is a high-strength bolt.Said girder steel is i shaped steel or H shaped steel.Said grooved end plate is connected with steel column through grooved extended end plate, grooved flush end plate or grooved web end plate.Said grooved end plate links to each other with steel column through the edge of a wing of turning up.The web size of grooved end plate adopt greater than, equal or less than girder steel up and down flange width can both satisfy instructions for use.
Beneficial effect of the present invention:
1, grooved end plate web produces bigger distortion when running into fire, to girder steel certain turning power is provided, and avoids the destruction of high-strength bolt;
2. improve the survival ability of node, guarantee the performance of the outstanding line effect of girder steel, improve the anti-ability of collapsing of structure;
3. simple structure, reliability height are cheap, are convenient to construction, and fire resistance is good;
4. be applicable to structure fire resistance performance and anti-collapse Capability Requirement high industry and civilian steel framed structure.
Description of drawings
Fig. 1 is a front view of the present invention;
Fig. 2 is a left view of the present invention;
Fig. 3 is a vertical view of the present invention;
Among the figure, 1. steel column; 2. girder steel; 3. end plate; 4. bolt; 5. grooved end plate web.
The specific embodiment
Below in conjunction with accompanying drawing and embodiment the present invention is further specified.
A kind of grooved end plate resists fiery type bean column node, in conjunction with Fig. 1 to Fig. 3, comprises steel column 1, girder steel 2, end plate 3 and bolt 4; Said girder steel 2 adopts with end plate 3 and docks welding; Said end plate 3 is connected through bolt 4 with steel column 1, and said end plate is the grooved end plate, and said bolt is a high-strength bolt; Said girder steel 2 is i shaped steel or H shaped steel, and said grooved end plate 3 is connected with steel column 1 through grooved extended end plate, grooved flush end plate or grooved web end plate.Said grooved end plate web 5 sizes adopt greater than, equal or less than girder steel about in the of 2 flange width can both meet the demands, said grooved end plate 3 links to each other with steel column 1 through the edge of a wing of turning up.
Though the above-mentioned accompanying drawing that combines is described the specific embodiment of invention; But be not restriction to protection domain of the present invention; One of ordinary skill in the art should be understood that; On the basis of technical scheme of the present invention, those skilled in the art need not pay various modifications that creative work can make or distortion still in protection scope of the present invention.
Claims (4)
1. the anti-fiery type bean column node of grooved end plate comprises steel column, girder steel, end plate, and said girder steel adopts with end plate and docks welding, and said end plate is connected through bolt with steel column, it is characterized in that, said end plate is the grooved end plate, and said bolt is a high-strength bolt.
2. grooved end plate as claimed in claim 1 resists fiery type bean column node, it is characterized in that, said girder steel is i shaped steel or H shaped steel.
3. grooved end plate as claimed in claim 1 resists fiery type bean column node, it is characterized in that, said grooved end plate is connected with steel column through grooved extended end plate, grooved flush end plate or grooved web end plate.
4. grooved end plate as claimed in claim 1 resists fiery type bean column node, it is characterized in that said grooved end plate links to each other with steel column through the edge of a wing of turning up.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210218233XA CN102704591A (en) | 2012-06-28 | 2012-06-28 | Fire resistant beam column joint with groove type end plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210218233XA CN102704591A (en) | 2012-06-28 | 2012-06-28 | Fire resistant beam column joint with groove type end plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102704591A true CN102704591A (en) | 2012-10-03 |
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ID=46897620
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210218233XA Pending CN102704591A (en) | 2012-06-28 | 2012-06-28 | Fire resistant beam column joint with groove type end plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102704591A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104358320A (en) * | 2014-11-28 | 2015-02-18 | 西安建筑科技大学 | Fully prefabricated assembling type beam column joint |
| CN109779022A (en) * | 2019-02-22 | 2019-05-21 | 重庆大学 | A kind of node that can be rotated under fire |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20020026895A (en) * | 2002-02-02 | 2002-04-12 | 이연희 | Joining method of high strength steel structure |
| KR100858963B1 (en) * | 2007-05-28 | 2008-09-17 | 울산대학교 산학협력단 | H-shape block, manufacturing method of prestressed precast beams using h-shape block, and joining method of prestressed precast beams to columns using h-shape block |
| CN201713946U (en) * | 2010-05-27 | 2011-01-19 | 同济大学 | Connection node structure for H-shaped steel beam and H-shaped steel column in web plate direction |
| CN102220786A (en) * | 2010-04-15 | 2011-10-19 | 沈阳铝镁设计研究院有限公司 | Hinge connection structure and method for supporting steel columns on steel beams |
| CN202658727U (en) * | 2012-06-28 | 2013-01-09 | 山东大学 | Groove-type end plate fire-proof beam-column joint |
-
2012
- 2012-06-28 CN CN201210218233XA patent/CN102704591A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20020026895A (en) * | 2002-02-02 | 2002-04-12 | 이연희 | Joining method of high strength steel structure |
| KR100858963B1 (en) * | 2007-05-28 | 2008-09-17 | 울산대학교 산학협력단 | H-shape block, manufacturing method of prestressed precast beams using h-shape block, and joining method of prestressed precast beams to columns using h-shape block |
| CN102220786A (en) * | 2010-04-15 | 2011-10-19 | 沈阳铝镁设计研究院有限公司 | Hinge connection structure and method for supporting steel columns on steel beams |
| CN201713946U (en) * | 2010-05-27 | 2011-01-19 | 同济大学 | Connection node structure for H-shaped steel beam and H-shaped steel column in web plate direction |
| CN202658727U (en) * | 2012-06-28 | 2013-01-09 | 山东大学 | Groove-type end plate fire-proof beam-column joint |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104358320A (en) * | 2014-11-28 | 2015-02-18 | 西安建筑科技大学 | Fully prefabricated assembling type beam column joint |
| CN104358320B (en) * | 2014-11-28 | 2016-08-17 | 西安建筑科技大学 | A kind of fully-prefabricated assembled bean column node |
| CN109779022A (en) * | 2019-02-22 | 2019-05-21 | 重庆大学 | A kind of node that can be rotated under fire |
| CN109779022B (en) * | 2019-02-22 | 2024-02-02 | 重庆大学 | Node capable of rotating under fire disaster |
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Application publication date: 20121003 |