CN205557906U - Steel pipe concrete frame post - steel sheet shear force wall body system - Google Patents
Steel pipe concrete frame post - steel sheet shear force wall body system Download PDFInfo
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- CN205557906U CN205557906U CN201620332173.8U CN201620332173U CN205557906U CN 205557906 U CN205557906 U CN 205557906U CN 201620332173 U CN201620332173 U CN 201620332173U CN 205557906 U CN205557906 U CN 205557906U
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Abstract
The utility model relates to a steel pipe concrete frame post - steel sheet shear force wall body system, including the frame post, the frame roof beam, be provided with the intussuseption siding wall in frame post and the space that the frame roof beam encloses, the intussuseption siding wall, the frame post, the frame roof beam welds each other, the intussuseption siding wall is the thin -walled steel board, the arc entrance to a cave has all been seted up at four diagonal angles of intussuseption siding wall, arc entrance to a cave department is provided with entrance to a cave stiffening rib, an intussuseption siding wall side is provided with that the equipartition has a plurality of perpss on both sides all are provided with stiffening rib or intussuseption siding wall around stiffening rib or the intussuseption siding wall, the stiffening rib is cross stiffening rib or to corner bracing type stiffening rib, the utility model discloses novel shear force wall simple structure, reasonable in design, construction convenience, and have an anti -seismic performance superiority, bearing capacity is high, ductility characteristics such as good.
Description
Technical field
This utility model relates to a kind of steel pipe concrete frame post steel plate shear force wall system.
Background technology
Compared with steel construction, steel core concrete column has good economy and fire resistance；Compared with reinforced concrete structure, there are higher Compressive Bearing Capacity and anti-seismic performance.Therefore during this class A of geometric unitA has been widely used in multistory & high-rise frame structure.But the rigidity of frame structure is little, in the area that coastal wind load is bigger, concrete-filled steel tubular frame structure easily produces bigger sidesway.Steel plate shear force wall has the advantage that endurance and stiffness is big；And compare with reinforced concrete shear wall, the feature that the speed of application of this class formation is fast, the duration is short and anti-seismic performance is good.Therefore the steel pipe concrete frame post steel plate shear wall structure that both combinations are formed is expected to have above advantage simultaneously, and outer steel pipe and steel plate shear force wall can weld together easily.Such combined shear wall construction can be used in high level and super-high building structure.
Utility model content
This utility model pin purpose is to provide a kind of steel pipe concrete frame post steel plate shear force wall system.
In order to solve above-mentioned technical problem, a kind of technical scheme of the present utility model is, a kind of steel pipe concrete frame post steel plate shear force wall system, including frame columns, frame beam, is provided with interior fill plate wall in the space that frame columns and frame beam surround.
Further, interior fill plate wall, frame columns, frame beam are welded to each other.
Further, frame columns is steel pipe concrete frame post.
Further, the cross section of frame columns is rectangle or circle.
Further, frame beam is girder steel or girder with rolled steel section en cased in concrete.
Further, interior fill plate wall is thin-walled steel plate, four diagonal angles of interior fill plate wall all offer arc hole, are provided with hole ribbed stiffener at arc hole, and interior fill plate wall one side is provided with both sides before and after ribbed stiffener or interior fill plate wall and is provided with on ribbed stiffener or interior fill plate wall and is evenly equipped with some perps.
Further, ribbed stiffener is cross ribbed stiffener or Cross Braced type ribbed stiffener.
Further, interior fill plate wall is provided with elongated hole.
Compared with prior art, this utility model has the advantages that simple in construction, reasonable in design, easy construction, and it is superior to have anti-seismic performance, and bearing capacity is high, the features such as ductility is good.
The utility model is described in more detail with detailed description of the invention below in conjunction with the accompanying drawings.
Accompanying drawing explanation
Fig. 1 fills out steel plate wall and arranges the enforcement structural representation of perps in being；
Fig. 2 fills out steel plate wall and arranges the enforcement structural representation of cross ribbed stiffener in being；
Fig. 3 fills out steel plate wall and arranges the enforcement structural representation of Cross Braced type ribbed stiffener in being；
Fig. 4 fills out steel plate wall and is provided with the enforcement structural representation at elongated hole in being.
In figure:
1-frame columns；2-frame beam；Fill plate wall in 3-；4-perps；5-weld seam；6-ribbed stiffener；7-hole ribbed stiffener；The elongated hole of 8-.
Detailed description of the invention
As Figure 1-4, a kind of steel pipe concrete frame post steel plate shear force wall system, including frame columns 1, frame beam 2, in the space that frame columns 1 and frame beam 2 surround, it is provided with interior fill plate wall 3.
In the present embodiment, interior fill plate wall 3, frame columns 1, frame beam 2 are welded to each other, to ensure that they can collaborative work.
In the present embodiment, frame columns 1 is steel pipe concrete frame post.
In the present embodiment, the cross section of frame columns 1 is rectangle or circle.
In the present embodiment, frame beam 2 is girder steel or girder with rolled steel section en cased in concrete, and steel pipe and the frame beam 2 of steel core concrete column can use common iron or high-strength steel.
In the present embodiment, interior fill plate wall 3 is thin-walled steel plate, in order to prevent stress concentration phenomenon, 3 four diagonal angles of interior fill plate wall all offer arc hole, hole ribbed stiffener 7 it is provided with at arc hole, interior fill plate wall 3 one side is provided with ribbed stiffener 6 or interior fill plate wall 3 both sides front and back are provided with on ribbed stiffener 6 or interior fill plate wall 3 and are evenly equipped with some perps 4, and perps 4 is cracked by laser.
In the present embodiment, ribbed stiffener 6 is cross ribbed stiffener or Cross Braced type ribbed stiffener.
When arranging perps 4 on interior fill plate wall 3, in making monoblock due to the existence of perps 4, fill plate wall 3 is just as the several and effect of colonnade, and relatively frame columns first occurs bending and deformation, make it have good energy dissipation capacity and ductility, and owing to the length of perps 4 and position can be with flexible arrangement, can the rigidity of adjustment means and intensity very easily.
When arranging cross ribbed stiffener on interior fill plate wall 3, interior fill plate wall 3 is divided into stress performance and is similar to the community lattice of slab, with the Buckling Loads of fill plate wall 3 in improving, and interior fill plate wall 3 endurance and stiffness can also be improved, make it have higher ultimate bearing capacity and good energy dissipation capacity, if rigidity allows, cross ribbed stiffener can be set in an one side, not only save construction cost, and aesthetic property can be improved.
When arranging Cross Braced type ribbed stiffener on interior fill plate wall 3, Cross Braced is consistent with the direction of principal stress in interior fill plate wall 3, stress is relatively reasonable, and the stability of diagonal brace is improve by interior fill plate wall 3, the lateral stability of interior fill plate wall 3 also improves so that component has higher ultimate bearing capacity and energy dissipation capacity, if rigidity allows, Cross Braced ribbed stiffener can be set in an one side, not only save construction cost, and aesthetic property can be improved.
In the present embodiment, it is provided with elongated hole on interior fill plate wall, punch and can not only meet the building requirements such as equipment, door-window opening, and decrease the width of interior fill plate wall 3, save steel, by fill plate wall 3 in regulation and the ratio of rigidity of framework, component can have been made to have higher safety stock, its ductility and energy dissipation capacity are fine, and have higher bearing capacity and anti-side rigidity.
On be classified as preferred embodiment; the purpose of this utility model, technical scheme and advantage are further described; it is it should be understood that; the foregoing is only preferred embodiment of the present utility model; not in order to limit this utility model; all within spirit of the present utility model and principle, any modification, equivalent substitution and improvement etc. made, within should be included in protection domain of the present utility model.
Claims (8)
1. a steel pipe concrete frame post steel plate shear force wall system, it is characterised in that: include frame columns, frame beam, in the space that frame columns and frame beam surround, be provided with interior fill plate wall.
A kind of steel pipe concrete frame post steel plate shear force wall system the most according to claim 1, it is characterised in that: interior fill plate wall, frame columns, frame beam are welded to each other.
A kind of steel pipe concrete frame post steel plate shear force wall system the most according to claim 2, it is characterised in that: frame columns is steel pipe concrete frame post.
A kind of steel pipe concrete frame post steel plate shear force wall system the most according to claim 3, it is characterised in that: the cross section of frame columns is rectangle or circle.
A kind of steel pipe concrete frame post steel plate shear force wall system the most according to claim 4, it is characterised in that: frame beam is girder steel or girder with rolled steel section en cased in concrete.
A kind of steel pipe concrete frame post steel plate shear force wall system the most according to claim 5, it is characterized in that: interior fill plate wall is thin-walled steel plate, four diagonal angles of interior fill plate wall all offer arc hole, being provided with hole ribbed stiffener at arc hole, interior fill plate wall one side is provided with both sides before and after ribbed stiffener or interior fill plate wall and is provided with on ribbed stiffener or interior fill plate wall and is evenly equipped with some perps.
A kind of steel pipe concrete frame post steel plate shear force wall system the most according to claim 6, it is characterised in that: ribbed stiffener is cross ribbed stiffener or Cross Braced type ribbed stiffener.
A kind of steel pipe concrete frame post steel plate shear force wall system the most according to claim 7, it is characterised in that: it is provided with elongated hole on interior fill plate wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620332173.8U CN205557906U (en) | 2016-04-20 | 2016-04-20 | Steel pipe concrete frame post - steel sheet shear force wall body system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620332173.8U CN205557906U (en) | 2016-04-20 | 2016-04-20 | Steel pipe concrete frame post - steel sheet shear force wall body system |
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| Publication Number | Publication Date |
|---|---|
| CN205557906U true CN205557906U (en) | 2016-09-07 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201620332173.8U Expired - Fee Related CN205557906U (en) | 2016-04-20 | 2016-04-20 | Steel pipe concrete frame post - steel sheet shear force wall body system |
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| CN (1) | CN205557906U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105696730A (en) * | 2016-04-20 | 2016-06-22 | 福州大学 | Concrete-filled steel tube frame column-steel plate shear wall system and construction method |
| CN108086488A (en) * | 2017-12-01 | 2018-05-29 | 沈阳建筑大学 | Assembled frame-shear structure wall splitlevel connection structure and assembling method |
| CN108729573A (en) * | 2017-04-19 | 2018-11-02 | 青岛理工大学 | Reduce the circular-arc cut stiffened steel plate shear wall that vertical load influences |
-
2016
- 2016-04-20 CN CN201620332173.8U patent/CN205557906U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105696730A (en) * | 2016-04-20 | 2016-06-22 | 福州大学 | Concrete-filled steel tube frame column-steel plate shear wall system and construction method |
| CN108729573A (en) * | 2017-04-19 | 2018-11-02 | 青岛理工大学 | Reduce the circular-arc cut stiffened steel plate shear wall that vertical load influences |
| CN108086488A (en) * | 2017-12-01 | 2018-05-29 | 沈阳建筑大学 | Assembled frame-shear structure wall splitlevel connection structure and assembling method |
| CN108086488B (en) * | 2017-12-01 | 2023-11-24 | 车城城建集团有限公司 | Assembled frame shear structure wall staggered connection structure and assembling method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160907 Termination date: 20210420 |