CN102704594A - Combined shear wall with 'multi-steel plate-support' hidden in profile steel overlapped side frame column and manufacturing method of combined shear wall - Google Patents

Combined shear wall with 'multi-steel plate-support' hidden in profile steel overlapped side frame column and manufacturing method of combined shear wall Download PDF

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Publication number
CN102704594A
CN102704594A CN2012101673550A CN201210167355A CN102704594A CN 102704594 A CN102704594 A CN 102704594A CN 2012101673550 A CN2012101673550 A CN 2012101673550A CN 201210167355 A CN201210167355 A CN 201210167355A CN 102704594 A CN102704594 A CN 102704594A
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China
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steel
steel plate
shear wall
concrete core
core pillar
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CN2012101673550A
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Chinese (zh)
Inventor
曹万林
武海鹏
董宏英
韩丽
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Beijing University of Technology
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Beijing University of Technology
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Abstract

The invention provides a combined shear wall with 'multi-steel plate-support' hidden in profile steel overlapped side frame column and a manufacturing method of the combined shear wall, belonging to the technical field of building construction. Profile steel overlapped side frame columns are arranged at two ends of a wall; hidden support steel plates are additionally arranged in the multiple steel plates inside the wall; steel tube concrete core columns are arranged in the profile steel overlapped side frame columns at two ends of the shear wall; the steel tube concrete core column is rectangular; the profile steel overlapped side frame columns are formed by additionally arranging the steel tube concrete core columns at the center of ordinary concrete columns; the shear wall comprises three steel plates; hidden support steel plates which are intersected obliquely are arranged between the middle steel plates and the outer side steel plates respectively; the hidden support steel plates are intersected into an X shape and penetrate through the steel tube concrete core columns directly; the upper ends of the hidden support steel plates stretch into an upper side frame beam; and the lower ends of the hidden support steel plates stretch into a lower side frame beam. The combined shear wall is high in bearing capability, slow in bearing force and rigidness attenuation, relatively stable in later quake resistance, reduced in bottom shear sliding damage and improved in whole quake resistance ability; and the quake damage of the building is reduced and the building is prevented from collapse when encountering a severe earthquake.

Description

Shaped steel folding frame post built-in " many steel plates-support " compound shear wall and the practice
Technical field
The present invention relates to a kind of laminated column frame compound shear wall, particularly a kind of shaped steel folding frame post built-in " many steel plates-support " compound shear wall and the practice.
Background technology
Current fast development of society, highrise building and super highrise building are more and more.The steel concrete highrise building is made up of beam, post, floor and shear wall and cylindrical shell usually.Shear wall and be the core of highrise building antidetonation by the cylindrical shell that shear wall is formed, the anti-seismic performance of shear wall structure has crucial effects for highrise building safe and reliable.Particularly in recent years, the large complicated highrise building of pursuing individualityization is increasing, and the anti-seismic performance that shear wall is reached the cylindrical shell of being made up of shear wall requires also increasingly high.Existing reinforced concrete shear wall ductility under geological process is relatively poor, easy brittle destruction af-ter, and this is very unfavorable to integrally-built anti-seismic performance.
Steel tube concrete superposed column is a kind of vertical lateral resistant member that grew up in recent years.Superposed column is formed by core high strength concrete filled steel tube and peripheral reinforced concrete sandwich.Through core concrete filled steel tube and peripheral concrete construction by stages, make superposed column have the ratio of axial compressive force to axial compressive ultimate capacity of section height of core concrete filled steel tube, the low characteristics of ratio of axial compressive force to axial compressive ultimate capacity of section of peripheral concrete.Adopt superposed column can realize big ratio of axial compressive force to axial compressive ultimate capacity of section, thereby reduce the sectional dimension of post, increase the usable floor area of building, obtain favorable economic benefit, can also improve the anti-seismic performance of post simultaneously largely.Although steel tube concrete superposed column has energy dissipation capacity preferably, when it during as the frame columns of shear wall, because reinforced concrete wall panel is relatively poor as the first line of defence ductility in the shear wall, has been influenced whole shear wall so that the lateral resisting of total.
Summary of the invention
Technical problem to be solved by this invention is how to significantly improve the technical problem of frame ductility of sheer wall, energy dissipation ability.In order to address this problem, the present invention proposes built-in " many steel plates-support " compound shear wall of a kind of shaped steel folding frame post and corresponding preparation method.
The present invention has taked following technical scheme:
Shaped steel folding frame post built-in " many steel plates-support " compound shear wall; It is characterized in that: shaped steel folding frame post is set at the body of wall two ends; Add in the inner many steel plates of body of wall and join dark supporting steel plate; In the shaped steel folding frame post at shear wall two ends steel tube concrete core pillar is set, steel tube concrete core pillar is a rectangle; Shaped steel folding frame post constitutes through set up steel tube concrete core pillar at the center of conventional concrete column; Shear wall comprises three block plates; The dark supporting steel plate of diagonal cross is set respectively between middle steel plate and outside steel plate, and dark supporting steel plate is crossed as the X font, directly passes steel tube concrete core pillar; Its upper end is stretched in the upper side frame beam, and the lower end is stretched in the lower frame beam.
Said dark supporting steel plate is the mild-steel energy-consumption steel plate.
Middle steel plate is the vertical steel plate bar of welding on the steel pipe of steel tube concrete core pillar with outside steel plate and being connected of steel tube concrete core pillar in the said body of wall, and middle steel plate and outside steel plate are welded with vertical steel plate bar again.
Described dark supporting steel plate is the steel pipe that dark supporting steel plate directly passes steel tube concrete core pillar with being connected of steel tube concrete core pillar, is welded with it then.
According to technical scheme of the present invention, adopt the preparation method of shaped steel folding frame post built-in " many steel plates-supports " compound shear wall, its in proper order as follows:
1) make shaped steel folding frame post and steel tube concrete core pillar, the vertical steel plate bar of prewelding on the steel pipe walls of steel tube concrete core pillar is in order to middle steel plate and outside steel plate anchoring;
2) middle steel plate of configuration shear wall, and with the steel pipe walls of steel tube concrete core pillar on the vertical steel plate bar welding of prewelding;
3) dispose dark supporting steel plate respectively in the middle steel plate both sides, dark supporting steel plate is crossed as the X font, directly passes steel tube concrete core pillar, and its upper end is stretched in the upper side frame beam, and the lower end is stretched in the lower frame beam;
4) in dark supporting steel plate both sides, configuration outside steel plate, and with the steel pipe walls of steel tube concrete core pillar on the vertical steel plate bar welding of prewelding;
5) reinforcing bar of colligation shear force wall reinforcing steel bar concrete lower frame beam; And in the reinforcing cage with shaped steel folding frame post, middle steel plate, dark supporting steel plate insertion lower frame beam; The concrete of cast lower frame beam; After concrete curing is fixed, make the bottom of middle steel plate in lower frame beam and shaped steel folding frame post, steel tube concrete core pillar, the shear wall realize being rigidly connected;
6) make the upper side frame beam, reliably be connected with shaped steel folding frame post, outside steel plate and middle steel plate and dark supporting steel plate;
7) protective layer thickness is stayed in the shaped steel folding frame post outside, a template;
8) carry out the concrete in the steel tube concrete core pillar, concrete, shear wall and upper side frame beam concrete and the inner concreting of lower frame beam of shaped steel folding frame post inside, be shaped steel folding frame post built-in " many steel plates-support " compound shear wall after the moulding.
Among the present invention; As many steel plate concretes shear wall slab part of antidetonation the first line of defence, its built-in dark supporting steel plate is very favourable to the shear-carrying capacity, ductility and the energy dissipation capacity that improve shear wall, also is beneficial to shear wall and the two Load Redistribution of bearing of shaped steel folding frame post; A part of pressure transfer that shear wall is born is in shaped steel folding frame post; Reduce the ratio of axial compressive force to axial compressive ultimate capacity of section in the shear wall, thereby make thinner that shear wall can design, increase the usable floor area of building.After shear wall slab destroys in antidetonation; The trussed construction that steel tube concrete core pillar in dark supporting steel plate and upper and lower frame beam, the shaped steel folding frame frame columns forms is a geometrically stable system; Steel truss self can form good force transfer system, thereby keeps the resistance to overturning of structure.Compare with common steel tube concrete frame shear wall, supporting capacity improves, and bearing capacity and stiffness degradation are slack-off, and the later stage anti-seismic performance is relatively stable, and the bottom shear sliding rupture alleviates.
Because shear wall is the core lateral resisting parts of building structure, has improved the shock resistance of shear wall, has also just improved the whole shock resistance of structure, when building meets with violent earthquake, can alleviate its earthquake, prevent that it from collapsing.
Description of drawings
Fig. 1 is that shaped steel laminated column frame built-in " many steel plates-support " combined concrete shear wall is joined steel and arrangement of reinforcement
Fig. 2 is the compound shear wall elevational schematic view
Fig. 3 is a compound shear wall body of wall horizontal sectional drawing
Accompanying drawing code name explanation: 1-steel tube concrete core pillar, 2-superposed column stirrup, 3-shaped steel folding frame post, 4-middle steel plate, 5-outside steel plate, the dark supporting steel plate of 6-, 7-lower frame beam, 8-upper side frame beam, the vertical steel plate bar of 9-.
The specific embodiment
1~Fig. 3 is described further the present invention below in conjunction with accompanying drawing:
Embodiment 1
Shaped steel folding frame post built-in " many steel plates-support " compound shear wall such as Fig. 1~Fig. 3.The shaped steel folding frame post of present embodiment built-in " many steel plates-support " compound shear wall comprises shaped steel folding frame post 3, shear wall and dark supporting steel plate 6.In the shaped steel folding frame post 3 steel tube concrete core pillar 1 is set, around steel tube concrete core pillar 1, superposed column stirrup 2 is set, the vertical steel plate bar 9 of welding on the steel pipe walls of steel tube concrete core pillar 1; Shear wall comprises three block plates, is respectively middle steel plate 4 and outside steel plate 5, the vertical steel plate bar 9 welding anchorings on middle steel plate 4 and the steel tube concrete core pillar 1; In middle steel plate 4 both sides dark supporting steel plate 6 is set respectively; Dark supporting steel plate 6 comprises two blocks of mild steel steel plates; Two blocks of mild steel steel plates are crossed as the X font, and the oblique steel tube concrete core pillar 1 that passes is in the place that contacts with steel tube concrete core pillar 1 and its welding; Upper side frame beam 8 is inserted on dark supporting steel plate 6 tops, and lower frame beam 7 is inserted in the bottom; Arrange outside steel plate 5 in dark supporting steel plate 6 both sides; Vertical steel plate bar 9 welding of prewelding on outside steel plate 5 and the steel tube concrete core pillar 1; Upper and lower respectively with upper side frame beam 8,7 anchorings of lower frame beam; Steel plate 5 inner concretings promptly form shear wall in the outside, image be called " sandwich " form; Upper side frame beam 8 is stretched in shaped steel folding frame post 3 upper ends, carries out reliability with it and is connected, and its lower end is stretched in the lower frame beam 7, is rigidly connected with it.The inner disturbing concrete moulding of shaped steel folding frame post 3, steel tube concrete core pillar 1, upper side frame beam 8, lower frame beam 7 and shear wall promptly constitutes shaped steel folding frame post built-in " many steel plates-support " compound shear wall.
The preparation method of above-mentioned shaped steel folding frame post built-in " many steel plates-support " compound shear wall, this method may further comprise the steps:
1) make shaped steel folding frame post 3 and steel tube concrete core pillar 1, the vertical steel plate bar 9 of prewelding on the steel pipe walls of steel tube concrete core pillar 1 is in order to middle steel plate 4 and 5 anchorings of outside steel plate;
2) middle steel plate 4 of configuration shear wall, and with the steel pipe walls of steel tube concrete core pillar 1 on vertical steel plate bar 9 welding of prewelding;
3) dispose dark supporting steel plate 6 respectively in middle steel plate 4 both sides, dark supporting steel plate 6 comprises two blocks of mild steel steel plates, and two blocks of mild steel steel plates are crossed as the X font, directly pass steel tube concrete core pillar 1, and its upper end is stretched in the upper side frame beam 8, and the lower end is stretched in the lower frame beam 7;
4) in dark supporting steel plate 6 both sides, configuration outside steel plate 5, outside steel plate 5 comprises two block plates, respectively with the steel pipe walls of steel tube concrete core pillar 1 on vertical steel plate bar 9 welding of prewelding;
5) reinforcing cage of colligation shear force wall reinforcing steel bar concrete lower frame beam 7; And in the reinforcing cage with shaped steel folding frame post 3, steel tube concrete core pillar 1, middle steel plate 4, both sides steel plate 5, dark supporting steel plate 6 insertion lower frame beams 7; The concrete of cast lower frame beam 7; After concrete curing is fixed, make the lower frame beam 7 and the bottom of shaped steel folding frame post 3, steel tube concrete core pillar 1, middle steel plate 4 realize being rigidly connected;
6) make upper side frame beam 8, reliably be connected with shaped steel folding frame post 3, outside steel plate 5, middle steel plate 4 and dark supporting steel plate 6;
7) protective layer thickness is stayed in shaped steel folding frame post 3 outsides, a template;
8) carry out concrete, shaped steel folding frame post 3 concrete, shear wall and upper side frame beam 8 concrete and the concreting of lower frame beam 7 inside in the steel tube concrete core pillar 1, be shaped steel folding frame post built-in " many steel plates-support " compound shear wall after the moulding.

Claims (5)

1. shaped steel folding frame post built-in " many steel plates-support " compound shear wall comprises shaped steel folding frame post (3), shear wall and dark supporting steel plate (6).Steel tube concrete core pillar (1) is set in the shaped steel folding frame post (3), superposed column stirrup (2) is set on every side, welding vertical steel plate bar (9) on the steel pipe walls of steel tube concrete core pillar (1) at steel tube concrete core pillar (1); Shear wall comprises three block plates, is respectively middle steel plate (4) and outside steel plate (5), vertical steel plate bar (9) the welding anchoring on middle steel plate (4) and the steel tube concrete core pillar (1); In middle steel plate (4) both sides dark supporting steel plate (6) is set respectively; Dark supporting steel plate (6) comprises two blocks of mild steel steel plates; Two blocks of mild steel steel plates are crossed as the X font, and the oblique steel tube concrete core pillar (1) that passes is in the place and its welding that contact with steel tube concrete core pillar (1); Upper side frame beam (8) is inserted on dark supporting steel plate (6) top, and lower frame beam (7) is inserted in the bottom; Arrange outside steel plate (5) in dark supporting steel plate (6) both sides; Outside steel plate (5) welds with the vertical steel plate bar (9) that steel tube concrete core pillar (1) is gone up prewelding; Upper and lower respectively with upper side frame beam (8), lower frame beam (7) anchoring; The inner concreting of the steel plate in the outside (5) promptly forms shear wall, image be called " sandwich " form; Upper side frame beam (8) is stretched in shaped steel folding frame post (3) upper end, carries out reliability with it and is connected, and its lower end is stretched in the lower frame beam (7), is rigidly connected with it.The inner disturbing concrete moulding of shaped steel folding frame post (3), steel tube concrete core pillar (1), upper side frame beam (8), lower frame beam (7) and shear wall promptly constitutes shaped steel folding frame post built-in " many steel plates-support " compound shear wall.
2. shaped steel laminated column frame according to claim 1 built-in " many steel plates-support " compound shear wall is characterized in that: said dark supporting steel plate (6) for carbon content less than 0.25% mild steel.
3. require described shaped steel laminated column frame built-in " many steel plates-support " compound shear wall according to right 1, it is characterized in that: said shaped steel folding frame post (3) is superimposed steel core concrete column, or is the folded type steel concrete column; The cross section of described steel tube concrete core pillar (1) is a circular cross-section, or is the square-section, or is T shape, cross, L shaped section steel pipe concrete; Steel tube concrete core pillar (1) is single cavity concrete filled steel tube, or is multi-cavity body concrete filled steel tube.
4. require said shaped steel laminated column frame built-in " many steel plates-support " compound shear wall according to right 1; It is characterized in that: the steel plate employing of said vertical steel plate bar (9) and the steel plate same intensity steel in the steel pipe concrete frame stem stem (1), and should weld with steel pipe concrete frame stem stem (1) steel plate.
5. like the preparation method of the described type laminated column frame of arbitrary claim among the claim 1-4 built-in " many steel plates-support " combined concrete shear wall, it is characterized in that this method is by in sequence following:
1) make shaped steel folding frame post (3) and steel tube concrete core pillar (1), the vertical steel plate bar of prewelding (9) on the steel pipe walls of steel tube concrete core pillar (1) is in order to middle steel plate (4) and outside steel plate (5) anchoring;
2) middle steel plate (4) of configuration shear wall, and with the steel pipe walls of steel tube concrete core pillar (1) on vertical steel plate bar (9) welding of prewelding;
3) dispose dark supporting steel plate (6) respectively in middle steel plate (4) both sides; Dark supporting steel plate (6) comprises two blocks of mild steel steel plates; Two blocks of mild steel steel plates are crossed as the X font; Directly pass steel tube concrete core pillar (1), its upper end is stretched in the upper side frame beam (8), and the lower end is stretched in the lower frame beam (7);
4) in dark supporting steel plate (6) both sides, configuration outside steel plate (5), outside steel plate (5) comprises two block plates, respectively with the steel pipe walls of steel tube concrete core pillar (1) on vertical steel plate bar (9) welding of prewelding;
5) reinforcing cage of colligation shear force wall reinforcing steel bar concrete lower frame beam (7); And in the reinforcing cage with shaped steel folding frame post (3), steel tube concrete core pillar (1), middle steel plate (4), both sides steel plate (5), dark supporting steel plate (6) insertion lower frame beam (7); The concrete of cast lower frame beam (7); After concrete curing is fixed, make the lower frame beam (7) and the bottom of shaped steel folding frame post (3), steel tube concrete core pillar (1), middle steel plate (4) realize being rigidly connected;
6) make upper side frame beam (8), reliably be connected with shaped steel folding frame post (3), outside steel plate (5), middle steel plate (4) and dark supporting steel plate (6);
7) protective layer thickness is stayed in shaped steel folding frame post (3) outside, a template;
8) carry out the interior concrete of steel tube concrete core pillar (1), concrete, shear wall and upper side frame beam (8) concrete in the shaped steel folding frame post (3) and the inner concreting of lower frame beam (7), be shaped steel folding frame post built-in " many steel plates-support " compound shear wall after the moulding.
CN2012101673550A 2012-05-25 2012-05-25 Combined shear wall with 'multi-steel plate-support' hidden in profile steel overlapped side frame column and manufacturing method of combined shear wall Pending CN102704594A (en)

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102926485A (en) * 2012-11-07 2013-02-13 沈阳建筑大学 Support double-layer steel plate buckling resisting energy dissipation wall
CN103711233A (en) * 2013-12-30 2014-04-09 北京工业大学 Reinforced concrete-filled steel tube frame steel plate composite shear wall with built-in concealed bracings and manufacturing method
CN103883030A (en) * 2014-03-21 2014-06-25 北京工业大学 Shear wall formed by embedding energy-dissipation bars between frame and steel plate with inbuilt cross ribs and construction method
CN104453009A (en) * 2014-12-18 2015-03-25 东南大学 X-brace type energy dissipation device
CN108505646A (en) * 2018-04-20 2018-09-07 武汉科技大学 A kind of encased steel plate Shear wall tube structure experiment loading beam design device
CN109113306A (en) * 2018-07-22 2019-01-01 绿山高科建设科技有限公司 A kind of modularization elevator shaft and its construction method
CN110130534A (en) * 2019-05-24 2019-08-16 中国十七冶集团有限公司 A kind of novel energy-consumption precast shear wall and its processing installation method

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CN200992753Y (en) * 2006-12-29 2007-12-19 北京工业大学 Shear wall restrained zinc-plated sheet iron cladded adhesive-free energy-dissipation steel support
CN101435235A (en) * 2008-12-19 2009-05-20 北京工业大学 Steel tube concrete - steel support - steel plate external wrapping concrete shear force wall and manufacturing method thereof
CN201972268U (en) * 2010-12-10 2011-09-14 清华大学 Combined shear wall of steel pipe concrete columns and double steel plates

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN200992753Y (en) * 2006-12-29 2007-12-19 北京工业大学 Shear wall restrained zinc-plated sheet iron cladded adhesive-free energy-dissipation steel support
CN101435235A (en) * 2008-12-19 2009-05-20 北京工业大学 Steel tube concrete - steel support - steel plate external wrapping concrete shear force wall and manufacturing method thereof
CN201972268U (en) * 2010-12-10 2011-09-14 清华大学 Combined shear wall of steel pipe concrete columns and double steel plates

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102926485A (en) * 2012-11-07 2013-02-13 沈阳建筑大学 Support double-layer steel plate buckling resisting energy dissipation wall
CN103711233A (en) * 2013-12-30 2014-04-09 北京工业大学 Reinforced concrete-filled steel tube frame steel plate composite shear wall with built-in concealed bracings and manufacturing method
CN103883030A (en) * 2014-03-21 2014-06-25 北京工业大学 Shear wall formed by embedding energy-dissipation bars between frame and steel plate with inbuilt cross ribs and construction method
CN104453009A (en) * 2014-12-18 2015-03-25 东南大学 X-brace type energy dissipation device
CN108505646A (en) * 2018-04-20 2018-09-07 武汉科技大学 A kind of encased steel plate Shear wall tube structure experiment loading beam design device
CN108505646B (en) * 2018-04-20 2019-07-09 武汉科技大学 A kind of encased steel plate Shear wall tube structure test loading beam design device
CN109113306A (en) * 2018-07-22 2019-01-01 绿山高科建设科技有限公司 A kind of modularization elevator shaft and its construction method
CN110130534A (en) * 2019-05-24 2019-08-16 中国十七冶集团有限公司 A kind of novel energy-consumption precast shear wall and its processing installation method

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Application publication date: 20121003