CN203034686U - Stiff core concrete-filled steel tube column internally inserted with Y-shaped steel plate - Google Patents
Stiff core concrete-filled steel tube column internally inserted with Y-shaped steel plate Download PDFInfo
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- CN203034686U CN203034686U CN 201220636499 CN201220636499U CN203034686U CN 203034686 U CN203034686 U CN 203034686U CN 201220636499 CN201220636499 CN 201220636499 CN 201220636499 U CN201220636499 U CN 201220636499U CN 203034686 U CN203034686 U CN 203034686U
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Abstract
The utility model relates to a stiff core concrete-filled steel tube column internally inserted with a Y-shaped steel plate, which is characterized in that the profiled Y-shaped steel plate is arranged in a steel tube; perforated steel plates are symmetrically welded at the two ends of the Y-shaped steel plate; end part stiffening plates are welded on the inner sides of the two perforated steel plates; more than one transverse stiffening rib plate is uniformly welded between every two adjacent steel plates of the Y-shaped steel plate vertically; prestress wires are connected between the perforated steel plates; transverse short reinforcements are uniformly welded on an internal wall of the steel tube circumferentially; more than one section is uniformly arranged in the vertical direction of the steel tube at intervals; after the Y-shaped steel plate is placed, concrete is poured; and the concrete-filled steel tube column is formed. The vertical and transverse bearing properties of the concrete-filled steel tube column can be improved greatly, and the concrete-filled steel tube column is good in earthquake resistant performance and has better technical and economic benefits.
Description
Technical field
The utility model relates to a kind of steel core concrete column, particularly a kind of strength core steel core concrete column of interpolation Y shape steel plate.Belong to fields such as construction work, bridge engineering, be applicable to that requirement for bearing capacity is big, the shaft sectional dimension is subjected to material or function of use to require the steel core concrete column engineering that can't increase.
Background technology
Steel core concrete column refers to that in steel pipe fill concrete makes the structural element of steel pipe and the common bearing load effect of core concrete thereof, is widely used in the construction works such as factory building, frame construction.Steel pipe and concrete advantages can be got up on function, can make concrete be in the three dimension stress state, because the cuff effect, compressive strength improves bigger.Owing to concrete existence, improved the rigidity of steel pipe simultaneously, both work in coordination with and play a role, thereby have improved load-carrying properties widely, are embodied in the following aspects:
(1) concrete filled steel tube columns bearing capacity height, ductility are good, and anti-seismic performance is superior, and steel pipe makes concrete be in the three dimension stress state to the concrete effect of contraction in its inside, has improved concrete compressive strength; The concrete of steel duct can prevent steel pipe generation cripling again effectively.Studies show that the bearing capacity of steel core concrete column is higher than corresponding steel pipe column bearing capacity and concrete column bearing capacity sum.Interaction between steel pipe and the concrete makes the concrete destruction of steel duct change plastic failure into by brittle fracture, and the ductile performance of member is obviously improved, and has superior anti-seismic performance.The concrete filled steel tubular member shock resistance is also much better than than reinforced concrete member, and the energy absorption performance of structure is good, and no rigidity degeneration or degradation effect are little, and therefore, the anti-seismic performance of steel core concrete column also is better than steel column.
(2) easy construction, the duration shortens greatly, and during the encased structures construction, steel pipe can be born working load and the construction weight of construction stage as stiff skeleton, and construction is not subjected to the influence of concrete curing time; During the encased structures construction, do not need template, simplified concrete maintaining process simultaneously.
(3) be conducive to the fire-resistant of steel pipe and fire prevention, owing to be filled with concrete in the steel pipe, can absorb a large amount of heat energy, increased the fire resistance period of pillar.
(4) decay resistance is better than steel work, and fluid concrete reduces the exposed area of steel pipe in the steel pipe, is subjected to the ambient atmos corroded area than steel work much less, and anti-corruption and anticorrosion required expense are also saved than steel work.
When possessing above-mentioned advantage, for antidetonation and the higher building of requirement for bearing capacity, present steel core concrete column is not because reinforcing bar is established in general inside, and bearing capacity is difficult to the standard that reaches higher; Function of use for building proposes the situation that the inner space has higher requirements, and the common steel tube concrete column is owing to can't the increasing section size being difficult to satisfy its load bearing requirements; Bonding strength between concrete and the steel pipe also is the key factor that influences the structural entity stress performance in addition, but often this is considered not enough in the actual engineering.
In sum, along with steel core concrete column more and more is used in highrise building, bridge engineering and longspan structure, need invention a kind of bearing capacity height, easy for installation, the strength core steel core concrete column fast of constructing at present badly, to satisfy high-bearing capacity that building improves constantly and function of use to the demand of large space.
Summary of the invention
The purpose of this utility model is to provide a kind of strength core steel core concrete column of interpolation Y shape steel plate, steel core concrete column and the combination of Y shape steel plate are utilized, apply bearing capacity and the stability that prestressing force significantly improves post by prestress wire simultaneously, the total bearing capacity height, ductility is good, anti-seismic performance is superior, is applicable in the engineerings such as highrise building and bridge.
In order to realize above-mentioned technical purpose, the utility model has adopted following technical scheme:
A kind of strength core steel core concrete column of interpolation Y shape steel plate, it is characterized in that arranging in the steel pipe Y shape steel plate, Y shape steel plate two ends are symmetrically welded steel plate with holes, one of welding reaches with the upper end stiffener between two steel plates with holes inboards and Y shape steel plate, along the more than one transverse stiffener plate of vertical evenly welding, connect prestress wire between the steel plate with holes between the adjacent steel plate of Y shape steel plate;
The steel pipe inwall evenly welds horizontal bar dowel along hoop, and along the vertical evenly interval of steel pipe an above section is set;
After Y shape steel plate was settled and finished, concreting formed steel core concrete column.
The strength core steel core concrete column of aforesaid interpolation Y shape steel plate it is characterized in that Y shape steel plate is that steel plate by three homalographics, equal length is welded, and angle equates; The drift angle that is connected the transverse stiffener plate between the adjacent steel plate equals the angle of Y shape steel plate; Y shape steel plate is vertical setting with steel plate with holes, and the steel plate and the end stiffener between the steel plate with holes that are welded on Y shape steel plate are right-angled triangle, and two right-angle sides are respectively welded on the steel plate and steel plate with holes of Y shape steel plate.
The strength core steel core concrete column of aforesaid interpolation Y shape steel plate, it is characterized in that described prestress wire along steel plate with holes cross section evenly arrange 3 and more than, by top steel strand are applied prestressing force.
The utlity model has following characteristics and beneficial effect:
(1) the Y shape steel plate of steel pipe interpolation, its moment of inertia makes steel core concrete column have better anti-horizontal bearing performance greater than with area annular, rectangle, I-shaped uniform section, reaches the purpose of saving steel, reducing cost simultaneously.
(2) reinforced action of Y shape steel plate and prestress wire apply prestressing effect, can under the situation that does not increase column section, significantly improve the vertical and horizontal bearing performance of steel core concrete column, and can significantly improve the stress performance of core concrete.
(3) the steel pipe inwall welds horizontal bar dowel, can strengthen the switching performance between steel pipe and the concrete, the transverse stiffener plate can strengthen the switching performance between Y shape steel plate and the concrete, improves the globality of structure greatly, operation is simple simultaneously, has the better economic technical benefits.
Description of drawings
Fig. 1 is the strength core steel core concrete column profile of the utility model interpolation Y shape steel plate;
Fig. 2 is the utility model Y shape steel plate stereogram.
Among the figure: 1-steel pipe, 2-Y shape steel plate, 3-steel plate with holes, 4-end stiffener, 5-prestress wire, 6-transverse stiffener plate, 7-concrete, the horizontal bar dowel of 8-.
Specific embodiment
Be not repeated in the present embodiments such as the welding procedure of Y shape steel plate, the installation of steel pipe and anticorrosion, concrete pouring technology, specifically set forth the embodiment that the utility model relates to structure.
Fig. 1 is the strength core steel core concrete column profile of the utility model interpolation Y shape steel plate, Fig. 2 is the utility model Y shape steel plate stereogram, with reference to Fig. 1, shown in Figure 2, a kind of strength core steel core concrete column of interpolation Y shape steel plate, steel pipe 1 adopts the Q345 steel, its external diameter is 1000mm, wall thickness is 12mm, length is 3000mm, concrete seven adopts the C30 concrete, it is characterized in that arranging in the steel pipe 1 Y shape steel plate 2, Y shape steel plate 2 two ends are symmetrically welded steel plate 3 with holes, two steel plate 3 inboard and 2 welding of Y shape steel plate end stiffeners 4 with holes, 3 block plates of Y shape steel plate 2 all weld an end stiffener 4 in both sides up and down, weld a transverse stiffener plate 6 along vertical evenly interval 600mm between the adjacent steel plate of Y shape steel plate 2, connect prestress wire 5 between the steel plate 3 with holes, prestress wire 5 evenly arranges 3 along steel plate with holes 3 cross sections, by top steel strand is applied prestressing force, and it is the II level steel strand for prestressed concrete of 15.2mm that prestress wire 5 adopts 1 * 7 type nominal diameter.
After Y shape steel plate 2 was settled and finished, concreting 7 formed steel core concrete column.
Y shape steel plate 2 is that the steel plate by three homalographics, equal length is welded, and angle equates, Y shape steel plate 2 is that 8.0mm, width are that 450mm, length are that the Q235 steel plate of 3000mm is welded by thickness; The drift angle that is connected the transverse stiffener plate 6 between the adjacent steel plate equals the angle of Y shape steel plate 2; Y shape steel plate 2 is vertical setting with steel plate 3 with holes, and the steel plate and the end stiffener between the steel plate with holes 34 that are welded on Y shape steel plate 2 are right-angled triangle, and two right-angle sides are respectively welded on the steel plate and steel plate with holes 3 of Y shape steel plate 2.
Claims (3)
1. the strength core steel core concrete column of an interpolation Y shape steel plate, it is characterized in that arranging in the steel pipe Y shape steel plate, Y shape steel plate two ends are symmetrically welded steel plate with holes, one of welding reaches with the upper end stiffener between two steel plates with holes inboards and Y shape steel plate, along the more than one transverse stiffener plate of vertical evenly welding, connect prestress wire between the steel plate with holes between the adjacent steel plate of Y shape steel plate;
The steel pipe inwall evenly welds horizontal bar dowel along hoop, and along the vertical evenly interval of steel pipe an above section is set;
After Y shape steel plate was settled and finished, concreting formed steel core concrete column.
2. the strength core steel core concrete column of interpolation Y shape steel plate according to claim 1 it is characterized in that Y shape steel plate is that steel plate by three homalographics, equal length is welded, and angle equates; The drift angle that is connected the transverse stiffener plate between the adjacent steel plate equals the angle of Y shape steel plate; Y shape steel plate is vertical setting with steel plate with holes, and the steel plate and the end stiffener between the steel plate with holes that are welded on Y shape steel plate are right-angled triangle, and two right-angle sides are respectively welded on the steel plate and steel plate with holes of Y shape steel plate.
3. the strength core steel core concrete column of interpolation Y shape steel plate according to claim 1, it is characterized in that described prestress wire along steel plate with holes cross section evenly arrange 3 and more than, by top steel strand are applied prestressing force.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220636499 CN203034686U (en) | 2012-11-27 | 2012-11-27 | Stiff core concrete-filled steel tube column internally inserted with Y-shaped steel plate |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220636499 CN203034686U (en) | 2012-11-27 | 2012-11-27 | Stiff core concrete-filled steel tube column internally inserted with Y-shaped steel plate |
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| CN203034686U true CN203034686U (en) | 2013-07-03 |
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| CN 201220636499 Expired - Fee Related CN203034686U (en) | 2012-11-27 | 2012-11-27 | Stiff core concrete-filled steel tube column internally inserted with Y-shaped steel plate |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103741685A (en) * | 2014-01-24 | 2014-04-23 | 王立明 | Prestressed concrete steel tube and corresponding prestressed concrete steel tube supporting structure |
| CN105113710A (en) * | 2015-08-03 | 2015-12-02 | 吴朝霞 | Concrete member for high-rise building |
| CN105133785A (en) * | 2015-08-18 | 2015-12-09 | 刁德斌 | Building concrete member embedded with Y-shaped reinforced beams |
| CN105821755A (en) * | 2016-04-26 | 2016-08-03 | 成都科创佳思科技有限公司 | Bridge limiting mechanism |
| CN105863055A (en) * | 2016-04-20 | 2016-08-17 | 四川省交通运输厅公路规划勘察设计研究院 | Prestressed concrete-filled steel tube structure utilizing pre-tensioning method and construction method |
| CN106677163A (en) * | 2016-11-14 | 2017-05-17 | 王立明 | Pipe hoop truss fender pile and auxiliary construction equipment thereof |
| CN107339200A (en) * | 2017-08-23 | 2017-11-10 | 华侨大学 | Stainless steel concrete composite pillar for marine environment |
| CN107355046A (en) * | 2017-08-23 | 2017-11-17 | 华侨大学 | Epoxy resin carbon steel concrete composite pillar for marine environment |
| CN107355045A (en) * | 2017-08-23 | 2017-11-17 | 华侨大学 | Basalt fiber concrete composite pillar for marine environment |
-
2012
- 2012-11-27 CN CN 201220636499 patent/CN203034686U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103741685A (en) * | 2014-01-24 | 2014-04-23 | 王立明 | Prestressed concrete steel tube and corresponding prestressed concrete steel tube supporting structure |
| CN103741685B (en) * | 2014-01-24 | 2015-12-09 | 王立明 | Comprise the pre-stressed steel pipe concrete truss support structure of pre-stressed steel pipe concrete |
| CN105113710A (en) * | 2015-08-03 | 2015-12-02 | 吴朝霞 | Concrete member for high-rise building |
| CN105133785A (en) * | 2015-08-18 | 2015-12-09 | 刁德斌 | Building concrete member embedded with Y-shaped reinforced beams |
| CN105863055A (en) * | 2016-04-20 | 2016-08-17 | 四川省交通运输厅公路规划勘察设计研究院 | Prestressed concrete-filled steel tube structure utilizing pre-tensioning method and construction method |
| CN105821755A (en) * | 2016-04-26 | 2016-08-03 | 成都科创佳思科技有限公司 | Bridge limiting mechanism |
| CN106677163A (en) * | 2016-11-14 | 2017-05-17 | 王立明 | Pipe hoop truss fender pile and auxiliary construction equipment thereof |
| CN106677163B (en) * | 2016-11-14 | 2019-11-08 | 王立明 | Pipe collar girder fender post and its attached construction equipment |
| CN107339200A (en) * | 2017-08-23 | 2017-11-10 | 华侨大学 | Stainless steel concrete composite pillar for marine environment |
| CN107355046A (en) * | 2017-08-23 | 2017-11-17 | 华侨大学 | Epoxy resin carbon steel concrete composite pillar for marine environment |
| CN107355045A (en) * | 2017-08-23 | 2017-11-17 | 华侨大学 | Basalt fiber concrete composite pillar for marine environment |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130703 Termination date: 20201127 |
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| CF01 | Termination of patent right due to non-payment of annual fee |