CN103147526A - Strip-shaped grate concrete filled steel tube combined structure shear wall and preparation method thereof - Google Patents
Strip-shaped grate concrete filled steel tube combined structure shear wall and preparation method thereof Download PDFInfo
- Publication number
- CN103147526A CN103147526A CN201310070306XA CN201310070306A CN103147526A CN 103147526 A CN103147526 A CN 103147526A CN 201310070306X A CN201310070306X A CN 201310070306XA CN 201310070306 A CN201310070306 A CN 201310070306A CN 103147526 A CN103147526 A CN 103147526A
- Authority
- CN
- China
- Prior art keywords
- steel
- shear wall
- concrete
- pipe
- strip grid
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Images
Landscapes
- Rod-Shaped Construction Members (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention provides a strip-shaped grate concrete-filled steel tube combined structure shear wall, which comprises a strip-shaped grate steel tube wall plate and reinforced concrete columns inside tubes. A corrugated sheet steel and a plurality of steel sheet strip cover plates are vertically welded, so that the strip-shaped grate steel tube wall plate is formed; a vertical groove of the corrugated sheet steel is covered by the steel sheet strip cover plates, and then a plurality of cavities are formed, high-strength concrete is poured in the cavities, a strip-shaped grate concrete-filled steel tube combined structure shear wall plate is formed, and the shear wall plate is welded with margin steel columns and margin steel beams. The grate steel tube wall plate and the high strength reinforced concrete columns inside tubes are combined for usage, advantages are complementary, teamwork is achieved, lateral deformation of concrete inside the tubes is restricted by the grate steel tubes, hooped reinforcements of the reinforced concrete columns inside the tubes and the grate steel tubes are welded and tied, so that the bending resistance of the grate steel tube wall plate can be improved. The strip-shaped grate concrete-filled steel tube combined structure shear wall has the advantages that the structural rigidity is high, the construction is quick, the bending resistance is high, the yield load is high, the ductility is good, the energy consumption performance is good, the construction cost is low, and the like. The shear wall can be applied to an ultrahigh steel structure building.
Description
Technical field
The invention belongs to the structural engineering field, relate to a kind of combining structure shear wall, relate in particular to a kind of strip grid steel tube-concrete composite structure shear wall.
Background technology
High-rise steel structure building has represented the developing direction of future architecture structure, and it has, and intensity is high, high from heavy and light, ground cost saving, industrialization degree, short construction period, anti-seismic performance is good, gain quick return in investment, the comprehensive advantage such as low in the pollution of the environment.Along with the development that increase and the real estate of China's steel output are built, the high-rise steel structure building is more and more used.China is that many earthquakes are national, in order to guarantee the quake-resistant safety of high-rise steel structure building, the lateral resisting shear wall structure system of resisting powerful earthquake must be set.
Normal steel frame-the shear wall structure system that adopts of high-rise steel structure building, its shear wall can be divided into reinforced concrete shear wall, steel plate shear force wall, combined steel plate shearing force wall.Steel frame-reinforced concrete shear wall structure system is the present most popular high-rise steel structure Lateral Resistant System of China, reinforced concrete shear wall is set in steel frame, have the advantages such as lateral resisting rigidity is large, cost is low, but exist reinforced concrete shear wall from the shortcoming such as great, that concrete shear force wall ductility is poor and power consumption is not enough.Steel plate shear force wall is a kind of novel lateral resisting structure system, steel plate wall is embedded among steel frame, have speed of application fast, from heavy and light, the advantage such as structure ductility is good, energy dissipation capacity is strong, but exist steel sheet that the shortcomings such as flexing outside the plane, Buckling Loads is low, the flexing noise is large easily occur.Combined steel plate shearing force wall is the shear wall at steel plate two sides cast-in-situ reinforced concrete slab; have the advantages such as the rigidity of structure is large, Buckling Loads is high, fireproof performance is good; but exist reinforced concrete wall panel and steel plate by the problem of defeating in detail; outside steel concrete board wall is damaged in advance; concrete separates with steel plate after peeling off and damaging; cause the later stage performance of combined steel plate shearing force wall near non-stiffened steel plate shear wall; the steel concrete board wall is temporary transient for the protection of embedded steel plate, and this type of combined steel plate shearing force wall anti-earthquake ductility is poor and Structural Energy Dissipation not enough.At present, the high-rise steel structure building is needed a kind of novel combined steel plate shearing force wall structure of excellent earthquake resistance badly.
Existing double-layer plate shear wall structure technology is the Shortcomings part more or less, and is not mature enough, adopts simple bolt drawknot to connect measure between some double-layer plates, and the drawknot structure is stressed unreliable; Some double-layer plate shear wall structure complex structures can't consist of the combined shear wall construction by penetration concrete, can not bear vertical load; Do not have restoring force intensity after the stressed flexing of corrugated sheet steel shear wall of some pure steel structure, its ductility extreme difference.Existing double-layer plate shear wall structure technology is needed badly and is carried out Improvement and perfection, the significant innovation of engineering circles keen anticipation steel plate combined shear wall structure.
Corrugated sheet steel is the different in nature steel plate that adopts heavy moulding press compacting to form, its ripple can be the shapes such as trapezoidal, sine curve, rectangle, V fold-line-shaped, the corrugated sheet steel finished product has formed single wavelength degree from the serial matured product of 0.5m～2.8m, and corrugated sheet steel processing and manufacturing thickness expands to present 30mm left and right by 8～12mm at the beginning of 2000.The corrugated sheet steel anti-shear ability is strong, and corrugated sheet steel has distortion voluntarily, and anti-flexion capabilities is strong, need not to arrange extra stiffener during as Wavelike steel webplate, and Wavelike steel webplate has been widely used in greatly across in the Continuous Box Girder Bridge of footpath.
Use for reference the advantage of steel tube-concrete composite structure, corrugated sheet steel and several steel deck-plates vertically are welded to connect, consist of strip grid steel pipe wallboard, build self compacting high strength degree concrete in rectangular grid steel pipe, form strip grid concrete filled steel tube wallboard, novel shear wall wallboard and periphery edge steel column and edge girder steel are welded to connect, and consist of a kind of strip grid steel tube-concrete composite structure shear wall structure.Novel fabricated grid shear wall framed with CFST columns has the advantages such as the rigidity of structure is large, industrialization degree is high, easy construction, anti-flexion capabilities is strong, yield load is high, ductility is good, energy-dissipating property is good, cost is low.
Summary of the invention
Technical problem: the invention provides that a kind of rigidity of structure is large, quick construction, anti-flexion capabilities is strong, ductility is good strip grid steel tube-concrete composite structure shear wall.Utilize corrugated sheet steel and several steel plate bar cover plates vertically to weld and consist of strip grid steel pipe wallboard, build self compacting high strength degree concrete in the grid steel pipe, form novel shear wall, can be used for resistance of super high-rise steel structures.
Technical scheme: strip grid steel tube-concrete composite structure shear wall of the present invention comprises reinforced concrete post, edge steel column and edge girder steel in strip grid steel pipe wallboard, pipe.Strip grid steel pipe wallboard is made of with the steel plate bar cover plate that is connected the vertical groove of connection corrugated sheet steel corrugated sheet steel, the vertical groove of corrugated sheet steel forms cavity after being covered by steel plate bar cover plate, reinforced concrete post in pipe is set in the cavity of strip grid steel pipe wallboard, the horizontal two ends of strip grid steel pipe wallboard are connected with an edge steel column respectively, and the two ends, up and down are connected with an edge girder steel respectively.
In the present invention, in pipe, reinforced concrete post is comprised of vertical reinforcement in pipe inner concrete, wave steel plate drawknot stirrup, steel deck-plate drawknot stirrup and pipe, the cavity of pipe inner concrete sold stowing strip grid steel pipe wallboard, wave steel plate drawknot stirrup is connected with the medial surface of corrugated sheet steel, steel deck-plate drawknot stirrup is connected with the medial surface of steel plate bar cover plate, wave steel plate drawknot stirrup and steel deck-plate drawknot stirrup are superimposed with each other to cross and form hollow and enclose frame, and vertical reinforcement is arranged on hollow and encloses four jiaos of frame.
Corrugated sheet steel in the present invention is the corrugated sheet steel finished product of trapezoidal, V-arrangement or rectangle.
The preparation method of above-mentioned strip grid steel tube-concrete composite structure shear wall comprises the following steps:
The first step: according to designing requirement, carry out the corrugated sheet steel blanking, wave steel plate drawknot stirrup is connected with the corrugated sheet steel medial surface, steel deck-plate drawknot stirrup is connected with steel plate bar cover plate medial surface, then steel plate bar cover plate is covered fully the groove of corrugated sheet steel, and be connected firmly, wave steel plate drawknot stirrup and steel deck-plate drawknot stirrup are superimposed with each other to cross and form hollow and enclose frame, at last vertical reinforcement insert port font is enclosed four jiaos and location of frame, form the strip grid steel pipe wallboard with the welded reinforcement skeleton;
Second step: in the cavity that is formed by steel plate bar cover plate covering sealing corrugated sheet steel groove on strip grid steel pipe wallboard, perfusion self compacting high strength degree concrete forms the pipe inner concrete, curing concrete, after waiting for that pipe inner concrete knot is hard, form reinforced concrete post in pipe;
The 3rd step: transportation is arrived the job site with the strip grid steel pipe wallboard of reinforced concrete post in pipe, lifting puts in place, the strip grid steel pipe wallboard left and right sides and edge steel column firmly weld, strip grid steel pipe wallboard both sides, up and down and edge girder steel firmly weld, and form strip grid steel tube-concrete composite structure shear wall.
Corrugated sheet steel and several steel plate bar cover plates vertically are welded to connect, can process easily and consist of strip grid steel pipe wallboard, strip grid steel pipe wallboard is provided with the double-layer plate shear wall of stiffening rib steel plate as inside, inner stiffening rib steel plate can contain effectively that the outer flexing phenomenon of outer anti-shearing steel plate generating plane occurs, and strip grid steel pipe wallboard has that anti-flexion capabilities is strong, the yield load high.
Build self compacting high strength degree concrete in strip grid steel pipe wallboard, form reinforced concrete post in pipe, consist of strip grid steel tube-concrete composite structure shear wall, in pipe, reinforced concrete post further improves the strength and stiffness of combined shear wall construction, improve the stress performance of novel shear wall structure, form the strip grid shear wall framed with CFST columns of excellent earthquake resistance.
Strip grid steel pipe wallboard uses with the interior reinforced concrete combination of pipe, has complementary advantages, and collaborative work.Strip grid steel pipe wallboard bears horizontal lateral load, guarantee the shear strength in anchor of shear wall structure, strip grid steel pipe wallboard has the advantages such as yield load is high, ductility good, energy-dissipating property is good, the grid steel pipe can confinement tube inner concrete material, is conducive to improve pipe inner concrete intensity.In pipe, reinforced concrete post bears the vertical pressure load of high-rise steel structure building, and in pipe, the steel tie of steel concrete and the tube wall of strip grid steel pipe wallboard are welded to connect, and can further improve the anti-flexion capabilities of strip grid steel pipe tube wall.Rectangular grid concrete-filled steel tube shear wall structure has been given full play to the advantage separately of high-strength concrete bi-material in rectangular grid steel pipe wallboard and pipe, rectangular grid shear wall framed with CFST columns structure has good anti-seismic performance, can be used for resistance of super high-rise steel structures.
Beneficial effect: compared to the prior art the present invention has the following advantages:
Use for reference the advantage of steel tube-concrete composite structure, corrugated sheet steel and several steel plate bar cover plates vertically are welded to connect, consist of strip grid steel pipe wallboard, build self compacting high strength degree concrete in strip grid steel pipe wallboard, form a kind of assembling strip grid steel tube-concrete composite structure shear wall of excellent earthquake resistance, have the advantages such as the rigidity of structure is large, industrialization degree is high, quick construction, anti-flexion capabilities is strong, yield load is high, ductility is good, energy-dissipating property is good, cost is low.
Strip grid steel pipe wallboard is the major bearing carrier of novel earthquake-proof shear wall, and strip grid steel pipe wallboard is to adopt corrugated sheet steel and several steel plates vertically to be made of welded connection, and the making processing method is simple, can the factory industry batch production.Strip grid steel pipe wallboard inside is provided with the tilted plate section part of corrugated sheet steel, be provided with the double-layer plate shear wall of a plurality of welding stiffening rib steel plates as inside, strip grid steel pipe wallboard has distortion voluntarily, has very strong anti-flexion capabilities strong, the anti-Buckling Loads of strip grid steel pipe wallboard shear wall is greater than yield load, can avoid the outer buckling failure of steel plate shear force wall generating plane, the steel plate shearing yield load that can guarantee shear wall destroys, and strip grid steel pipe wallboard has good anti-earthquake ductility and energy-dissipating property.
Strip grid steel pipe wallboard is used in combination with the interior reinforced concrete post of pipe, has complementary advantages, and collaborative work.Build self compacting high strength degree concrete in strip grid steel pipe wallboard, strengthened the strength and stiffness of strip grid steel pipe wallboard shear wall structure; The grid steel pipe makes the pipe inner concrete be in the three dimension stress state to the effect of contraction of pipe inner concrete, compressive strength and the shear strength of pipe inner concrete have been improved, novel combined shear wall construction has that the rigidity of structure is large, Seismic Bearing Capacity is high, anti-flexion capabilities is strong and the yield load advantages of higher, can guarantee that under the small earthquake load action novel shear wall structure do not damage, novel compound shear wall structure repair is easy under the moderate shock load action.
Steel concrete sleeper in pipe is set in strip grid steel pipe wallboard, corrugated sheet steel, steel plate bar cover plate in the drawknot stirrup of concrete column and strip grid steel pipe wallboard are welded to connect, manage powerful drawknot connection function power between interior steel concrete column tie-bar dative grid steel pipe, can further strengthen the anti-flexion capabilities of strip grid steel pipe wallboard.interaction between strip grid steel pipe wallboard and pipe inner concrete, make the concrete destruction of steel duct change plastic failure into by brittle fracture, the pipe inner concrete is cracky not, the antidetonation hysteretic loop curve of novel combined shear wall construction is full, the obvious Stiffness Deterioration of nothing after yield load, the structure ductility performance of novel compound shear wall is obviously improved, in pipe, steel concrete can absorb a large amount of seismic energies, increased the damping of combined shear wall construction, energy dissipation capacity improves a lot, it is good that novel combined shear wall construction has ductility, the superior anti-seismic performances such as energy-dissipating property is good.
Strip grid steel tube-concrete composite structure shear wall is fabricated construction, quick construction, duration shortens greatly, the construction of grid concrete filled steel tube wallboard is not subjected to the impact of concrete curing time, do not need construction formwork, both save material and the labour cost of formwork, form removal, also saved the time.Owing to being filled with concrete in the grid steel pipe, can absorb a large amount of heat energy, be conducive to the anti-fire performance of grid steel pipe shear wall structure.The concrete material of perfusion low price in the grid steel pipe, the strength and stiffness of strip grid steel pipe wallboard shear wall structure have been strengthened, the steel pipe inner concrete is cracky not, further improved ductility and the energy-dissipating property of strip grid steel pipe wallboard shear wall, novel combined shear wall construction has that the rigidity of structure is large, fireproof performance good, quick construction and the advantage such as cost is low.
Compare with existing high-rise steel structure Shear Wall Structure Construction technology, strip grid steel tube-concrete composite structure shear wall technology has good anti-seismic performance, has overcome defective and the weak point of existing shear wall technology.
Compare with concrete shear force wall, novel combined shear wall construction have supporting capacity strong, from heavy and light, the advantage such as sectional dimension is little, ductility good and energy dissipation capacity is strong.
Compare with embedded steel plate shear force wall, novel combined shear wall construction is provided with the inside stiffening rib steel plate of welding, in pipe, the steel tie of reinforced concrete post and corrugated sheet steel and the steel plate bar cover plate of rectangular grid steel pipe wallboard have very strong drawknot connection function power, have overcome fully that the defective of flexing outside the plane easily occurs steel plate shear wall structure, novel combined shear wall construction has the advantages such as the rigidity of structure is large, anti-Buckling Loads ability is strong.
compare with the shear wall of steel plate two sides cast-in-situ reinforced concrete slab, pouring concrete within steel pipe, the pipe inner concrete is subject to steel tube confinement and has improved concrete intensity, the pipe inner concrete can not occur damaged in advance, avoided reinforced concrete wall panel and steel plate by the problem of defeating in detail, in pipe, the steel concrete board wall is permanent for the collaborative back work of grid steel pipe wallboard, after the steel plate surrender of grid steel pipe wallboard, the pipe inner concrete still can the collaborative work of subparticipation antidetonation, alleviated the antidetonation load of later stage frame column, ductility and the energy-dissipating property of high-rise steel structure antidetonation have been improved.
Thin steel plate shear wall is under vertical dead load, mobile load and horizontal loads, certain compressive strain also can occur in the edge frame post, thereby drive connected steel sheet and produce vertical deformation, cause thin steel plate shear wall larger compressive stress to occur, thereby cause steel sheet that flexing occurs when normal operating condition in advance, the compressive stress that this vertical deformation produces on the steel-sheet flexing stable impact can not ignore.At present, the achievement in research of relevant thin steel plate shear wall in world wide, suppose in theory that all thin steel plate shear wall does not bear vertical load, thereby carry out again the fixed installation of thin steel plate shear wall after needing overall structure to bind in construction, its computation model is consistent with actual conditions.
Plate size in super highrise building is generally larger, will accomplish aspect transportation and installation that the fully rear installation of thin steel plate shear wall structure is very difficult, and the construction period of super highrise building is longer.Fully rear installation of thin steel plate shear wall structure proposes very high requirement to the follow-up work post such as construction speed and similar interior decoration, is very huge on whole duration impact.Strip grid shear wall framed with CFST columns structure is provided with high tensile reinforcement concrete column in pipe, novel combined shear wall construction can bear larger vertical load, can with floor framework steel column, the installation same period of framework girder steel, overcome thin steel plate shear wall and needed later stage installation drawback long in time limit, saved the time, quick construction.
Strip grid steel tube-concrete composite structure shear wall is a kind of novel combined shear wall construction, overcome fully existing steel plate shear wall structure technology in weak point, really solved the construction practicality problem of combined shear wall construction, given full play to the advantage separately of rectangular grid steel pipe wallboard, pipe inner concrete bi-material, have complementary advantages, collaborative work, strip grid steel tube-concrete composite structure shear wall is a kind of novel combined shear wall construction of anti-seismic performance excellence, can be used for resistance of super high-rise steel structures.
Description of drawings
Fig. 1 is the horizontal profile schematic diagram of strip grid steel tube-concrete composite structure shear wall;
Fig. 2 is the elevational schematic view of strip grid steel tube-concrete composite structure shear wall;
Fig. 3 is the schematic diagram of the strip grid steel pipe wallboard in Fig. 1;
Fig. 4 is the schematic diagram of the interior reinforced concrete post of pipe in Fig. 1;
Fig. 5 is the separation graph of drawknot stirrup in the interior reinforced concrete post of Fig. 4 pipe
Fig. 6 is the generalized section of the combining structure shear wall of the present invention of square waveform steel plate formation;
Fig. 7 is the generalized section of the combining structure shear wall of the present invention of V-arrangement corrugated sheet steel formation;
Fig. 8 is the generalized section of the novel shear wall of trapezoidal waveform steel plate and additional V-arrangement stiffening rib steel plate formation;
Fig. 9 is the elevational schematic view with the new composite structure shear wall of the vertical seam of steel deck-plate.
Have in figure: strip grid steel pipe wallboard 1; Corrugated sheet steel 11; Steel plate bar cover plate 12; Reinforced concrete post 2 in pipe; Pipe inner concrete 21; Wave steel plate drawknot stirrup 22; Steel deck-plate drawknot stirrup 23; Vertical reinforcement 24 in pipe; Edge steel column 3; Edge girder steel 4.
The specific embodiment
Below in conjunction with Figure of description, the invention will be further described.
Strip grid steel tube-concrete composite structure shear wall of the present invention comprises reinforced concrete post 2, edge steel column 3 and edge girder steel 4 in strip grid steel pipe wallboard 1, pipe.strip grid steel pipe wallboard 1 vertically is welded to connect by corrugated sheet steel 11 and several steel plate bar cover plates 12 and consists of, the tow sides groove of corrugated sheet steel 11 is all covered and is welded to connect with it fixing by steel plate bar cover plate 12, formation is with the hollow board wall shape of the strip steel work of a plurality of cavitys, the cavity that strip grid steel pipe wallboard 1 comprises more than two or two, reinforced concrete post 2 in pipe is set in the cavity of strip grid steel pipe wallboard 1, strip grid steel pipe wallboard 1 left and right sides and edge steel column 3 are welded to connect, strip grid steel pipe wallboard Shang Xia 1 both sides and edge girder steel 4 be welded to connect,
In pipe, reinforced concrete post 2 comprises vertical reinforcement 24 in pipe inner concrete 21, wave steel plate drawknot stirrup 22, steel deck-plate drawknot stirrup 23 and pipe, the cavity of pipe inner concrete 21 sold stowing strip grid steel pipe wallboards 1, wave steel plate drawknot stirrup 22 and steel deck-plate drawknot stirrup 23 respectively with the welding of the pipe medial surface of corrugated sheet steel 11 and steel plate bar cover plate 12, two class drawknot stirrup alignment and being superimposed with each other cross and form hollow and enclose frame, and in pipe, vertical reinforcement 24 is placed on drawknot stirrup hollow and encloses four jiaos of frame.
The preparation method of above-mentioned strip grid steel tube-concrete composite structure shear wall comprises the following steps:
The first step: in processing factory, arrange the place, organizing construction's material, according to designing requirement, carry out corrugated sheet steel 11 blankings, according to design pitch, wave steel plate drawknot stirrup 22 and steel deck-plate drawknot stirrup 23 respectively with the pipe medial surface firm welding of corrugated sheet steel 11 and steel plate bar cover plate 12, then, several steel plate bar cover plates 12 are covered fully the recess of corrugated sheet steel 11, and both are welded to connect firmly, vertical reinforcement 24 in pipe is inserted drawknot stirrup hollows enclose four jiaos of frame, form the strip grid steel pipe wallboard 1 with the welded reinforcement skeleton;
Second step: in the cavity of strip grid steel pipe wallboard 1, perfusion self compacting high strength degree concrete forms pipe inner concrete 21, and curing concrete after waiting for that pipe inner concrete 21 knots are hard, forms reinforced concrete post 2 in pipe;
The 3rd step: transportation is arrived the job site with the strip grid steel pipe wallboard 1 of reinforced concrete post 2 in pipe, lifting puts in place, strip grid steel pipe wallboard 1 left and right sides and edge steel column 3 firmly weld, strip grid steel pipe wallboard Shang Xia 1 both sides and edge girder steel 4 firmly weld, form strip grid steel tube-concrete composite structure shear wall.
Certain 100 layers of resistance of super high-rise steel structures adopts frame-shear wall steel work structural system, and frame column is concrete-filled steel square tubular column, and Vierendeel girder adopts H shaped steel, and bottom three is high layer by layer is 4.5 meters, and all the other floor heights are 3.6 meters.Owing to being super highrise building, for wind resistance and antidetonation needs, the novel strip grid steel tube-concrete composite structure shear wall of multiple tracks is set.Wherein the one clean length of shear wall is 5.4 meters, the strip grid steel pipe wallboard of selecting the trapezoidal waveform steel plate to consist of, as Fig. 1～Fig. 5, it is 900mm that the corrugated sheet steel appearance and size that the bottom is 15 layers adopts wavelength, wave height 300mm, straight plate section horizontal length is 300mm, and the tilted plate section projected length is 150mm, and steel plate bar cover plate width is 650mm; It is 800mm that all the other floor corrugated sheet steel appearance and sizes adopt wavelength, wave height 250mm, and straight plate section horizontal length is 280mm, and the tilted plate section projected length is 120mm, and steel plate bar cover plate width is 470mm.The five layers of steel corrugated sheet steel thickness of slab in bottom are 14mm, and six layers to 30 layers steel corrugated sheet steel thickness of slab are 12mm, and all the other floor steel corrugated sheet steel thicknesss of slab are 10mm.The five layers of steel plate bar cover plate thickness of slab in bottom are 16mm, and six layers to 30 layers steel plate bar cover plate thickness of slab are 14mm, and all the other floor steel plate bar cover plate thicknesss of slab are 12mm.Bottom the pipe inner concrete, five layers is C60, and six layers to 30 layers is C50, and 30 layers to 60 layers is C40, and all the other floors are C35.15 layers of steel in drawknot stirrup bottom of wave steel plate are φ 8@250, and all the other floors are φ 6@250.The 15 layers of steel in steel deck-plate drawknot stirrup bottom are φ 10@250, and all the other floors are φ 8@250.In pipe, the 15 layers of steel in vertical reinforcement bottom are 4 φ 14, and remaining floor is 4 φ 12.Novel strip grid steel tube-concrete composite structure shear wall can be made by processing factory, be transported to the job site, be welded to connect with Concrete Filled Square Steel Tubular Frame post and H structural steel frame beam, form assembling strip grid steel tube-concrete composite structure shear wall.Learn that by analysis this building wind resistance excellent earthquake resistance has the advantages such as the rigidity of structure is large, industrialization degree is high, easy construction, anti-flexion capabilities is strong, yield load is high, ductility is good, energy-dissipating property is good, cost is low.
Fig. 6 is the strip grid steel tube-concrete composite structure shear wall that adopts the square waveform steel plate to consist of, it is 600mm that the square waveform steel plate appearance and size that the bottom is 15 layers adopts wavelength, wave height 300mm, straight plate section horizontal length is 300mm, changing the stiffening rib tilted plate section is the straight steel plate of stiffening rib, and steel plate bar cover plate width is 350mm; It is 500mm that all the other floor square waveform steel plate appearance and sizes adopt wavelength, wave height 250mm, straight plate section horizontal length is 250mm, changing the stiffening rib tilted plate section is the straight steel plate of stiffening rib, steel plate bar cover plate width is 300mm, the steel plate thickness of square waveform steel plate and steel plate bar cover plate such as above-mentioned trapezoidal waveform steel plate combined shear wall, all the other Structural Tectonics roughly the same.The analysis showed that, the strip grid steel tube-concrete composite structure shear wall structure of square waveform steel plate is simpler, and stress performance is more excellent, but the steel plate materials consumption increases to some extent.
Embodiment 5
Fig. 7 is the strip grid steel tube-concrete composite structure shear wall that adopts the V-arrangement corrugated sheet steel to consist of, it is 400mm that the V-arrangement corrugated sheet steel appearance and size that the bottom is 15 layers adopts wavelength, wave height 300mm, straight plate section horizontal length is 50mm, the tilted plate section projected length is 150mm, and steel plate bar cover plate width is 380mm; It is 350mm that all the other floor square waveform steel plate appearance and sizes adopt wavelength, wave height 250mm, straight plate section horizontal length is 50mm, the tilted plate section projected length is 125mm, steel plate bar cover plate width is 330mm, the steel plate thickness of V-arrangement corrugated sheet steel and steel plate bar cover plate such as above-mentioned trapezoidal waveform steel plate combined shear wall, all the other Structural Tectonics roughly the same.The analysis showed that, the strip grid steel tube-concrete composite structure shear wall stress performance of square waveform steel plate is very excellent, but V-arrangement corrugated sheet steel processing and fabricating is difficult, the increase of steel plate materials large usage quantity.
Embodiment 6
Fig. 8, Fig. 9 is that strip grid steel pipe wallboard adopts the trapezoidal waveform steel plate, the goods that consist of with the steel plate bar cover plate of the vertical seam of steel deck-plate and additional V-arrangement stiffening rib steel plate welding processing, this combining structure shear wall is that the strip grid steel tube-concrete composite structure shear wall to embodiment 1 trapezoidal waveform steel plate carries out architecture advances, additional V-arrangement stiffening rib steel plate has been set up in inside, additional V-arrangement stiffening rib steel plate is welded on the bottom portion of groove of trapezoidal waveform steel plate, offer vertical seam weld groove on steel plate bar cover plate, further improve the anti-Buckling Loads ability of strip grid steel tube-concrete composite structure shear wall.The additional V-arrangement stiffening rib steel plate appearance and size that the bottom is 15 layers adopts wave height 300mm, straight plate section horizontal length is 50mm, the tilted plate section projected length is 125mm, the additional thick 14mm of V-arrangement stiffening rib steel plate, steel plate bar cover plate width is 650mm, it is 20mm that steel deck-plate vertically stitches width, and all the other floors adopt the V-arrangement stiffening rib steel plate of wave height 250mm.The strip grid steel tube-concrete composite structure shear wall simple structure that trapezoidal waveform steel plate and additional V-arrangement stiffening rib steel plate consist of, stress performance is more excellent, but the steel plate materials consumption increases to some extent.
Claims (4)
1. strip grid steel tube-concrete composite structure shear wall, comprise strip grid steel pipe wallboard (1), reinforced concrete post (2) in pipe, edge steel column (3) and edge girder steel (4), it is characterized in that, described strip grid steel pipe wallboard (1) connects vertically steel plate bar cover plate (12) formation of groove of described corrugated sheet steel (11) by corrugated sheet steel (11) with being connected, the vertical groove of described corrugated sheet steel (11) forms cavity after being covered by steel plate bar cover plate (12), in described pipe, reinforced concrete post (2) is arranged in cavity, the horizontal two ends of strip grid steel pipe wallboard (1) are connected with an edge steel column (3) respectively, the two ends, up and down are connected with an edge girder steel (4) respectively.
2. strip grid steel tube-concrete composite structure shear wall according to claim 1, it is characterized in that, in described pipe, reinforced concrete post (2) comprises pipe inner concrete (21), wave steel plate drawknot stirrup (22), vertical reinforcement (24) in steel deck-plate drawknot stirrup (23) and pipe, the cavity of described pipe inner concrete (21) sold stowing strip grid steel pipe wallboard (1), described wave steel plate drawknot stirrup (22) is connected with the medial surface of corrugated sheet steel (11), steel deck-plate drawknot stirrup (23) is connected with the medial surface of steel plate bar cover plate (12), wave steel plate drawknot stirrup (22) and steel deck-plate drawknot stirrup (23) are superimposed with each other to cross and form hollow and enclose frame, described vertical reinforcement (24) is arranged on hollow and encloses four jiaos of frame.
3. strip grid steel tube-concrete composite structure shear wall according to claim 1 and 2, is characterized in that, described corrugated sheet steel (11) is the corrugated sheet steel finished product of trapezoidal, V-arrangement or rectangle.
4. a method for preparing the described strip grid of claim 1 steel tube-concrete composite structure shear wall, is characterized in that, the method comprises the following steps:
the first step: according to designing requirement, carry out corrugated sheet steel (11) blanking, wave steel plate drawknot stirrup (22) is connected with corrugated sheet steel (11) medial surface, steel deck-plate drawknot stirrup (23) is connected with steel plate bar cover plate (12) medial surface, then steel plate bar cover plate (12) is covered fully the groove of corrugated sheet steel (11), and be connected firmly, wave steel plate drawknot stirrup (22) and steel deck-plate drawknot stirrup (23) are superimposed with each other to cross and form hollow and enclose frame, at last vertical reinforcement (24) insert port font is enclosed four jiaos and location of frame, formation is with the strip grid steel pipe wallboard (1) of welded reinforcement skeleton,
Second step: in the upper cavity that is formed by steel plate bar cover plate (12) covering sealing corrugated sheet steel (11) groove of strip grid steel pipe wallboard (1), perfusion self compacting high strength degree concrete, form pipe inner concrete (21), curing concrete, after waiting for that pipe inner concrete (21) knot is hard, form reinforced concrete post (2) in pipe;
The 3rd step: transportation is arrived the job site with the strip grid steel pipe wallboard (1) of reinforced concrete post (2) in pipe, lifting puts in place, strip grid steel pipe wallboard (1) left and right sides and edge steel column (3) be welding firmly, the firmly welding of strip grid steel pipe wallboard (1) both sides, up and down and edge girder steel (4) forms strip grid steel tube-concrete composite structure shear wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310070306.XA CN103147526B (en) | 2013-03-06 | 2013-03-06 | Strip-shaped grate concrete filled steel tube combined structure shear wall and preparation method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310070306.XA CN103147526B (en) | 2013-03-06 | 2013-03-06 | Strip-shaped grate concrete filled steel tube combined structure shear wall and preparation method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103147526A true CN103147526A (en) | 2013-06-12 |
| CN103147526B CN103147526B (en) | 2015-06-03 |
Family
ID=48545817
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310070306.XA Expired - Fee Related CN103147526B (en) | 2013-03-06 | 2013-03-06 | Strip-shaped grate concrete filled steel tube combined structure shear wall and preparation method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103147526B (en) |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103967165A (en) * | 2014-03-31 | 2014-08-06 | 浙江杭萧钢构股份有限公司 | Steel tube bundle combined structure composed of continuous rectangular wave-shaped steel plates |
| CN103981980A (en) * | 2014-03-31 | 2014-08-13 | 浙江杭萧钢构股份有限公司 | Steel pipe beam combination structure consisting of continuous trapezoidal corrugated steel plates |
| CN104294964A (en) * | 2014-10-30 | 2015-01-21 | 胡杰 | Shear wall and assembling method thereof |
| CN105064529A (en) * | 2015-09-01 | 2015-11-18 | 湖南大学 | Prefabricated and assembled large-board shear wall structure with concealed bracings |
| CN106677380A (en) * | 2016-12-30 | 2017-05-17 | 浙江大学 | Rectangular steel pipe row shear wall structure with vertical cracks |
| CN107060155A (en) * | 2017-01-18 | 2017-08-18 | 清华大学 | A kind of welding combined steel plate shearing force wall |
| CN107859205A (en) * | 2017-12-11 | 2018-03-30 | 天津大学建筑设计研究院 | A kind of pure steel plate shear force wall of grating type and its shear wall system of application |
| CN108487542A (en) * | 2018-03-16 | 2018-09-04 | 杭萧钢构股份有限公司 | Concrete filled steel tube beam combined member calculating steady bearing capacity method |
| CN109736507A (en) * | 2019-02-18 | 2019-05-10 | 中国建筑第八工程局有限公司 | Assembled steel reinforced concrete shear wall and preparation method thereof |
| CN109914602A (en) * | 2019-04-12 | 2019-06-21 | 西安建筑科技大学 | More built-in skew wall rectangle steel lumen-concrete combined structures and its construction method |
| CN112411806A (en) * | 2020-11-26 | 2021-02-26 | 西安建筑科技大学 | Replaceable corrugated steel plate damping wall structure with interlayer energy dissipation support |
| CN113202209A (en) * | 2021-05-07 | 2021-08-03 | 福州大学 | Assembled adjustable multi-cavity inclined steel plate shear wall for nuclear power station and construction method thereof |
| CN115387499A (en) * | 2022-09-05 | 2022-11-25 | 苏州科技大学 | Buckling-restrained wave-shaped necking steel plate combined energy dissipation component |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5657601A (en) * | 1995-09-21 | 1997-08-19 | The United States Of America As Represented By The Secretary Of The Army | Form tie rod spacer assembly for stay-in-place forms |
| TW352401B (en) * | 1998-05-08 | 1999-02-11 | Mei-Jr Linwu | Shear construction corrugated steel sheet wall |
| US6205728B1 (en) * | 1997-04-30 | 2001-03-27 | Frank Sutelan | Laminated composite building component |
| CN101922187A (en) * | 2010-07-16 | 2010-12-22 | 清华大学 | Wavelike steel plate and concrete combined shear wall |
| JP4758146B2 (en) * | 2005-06-07 | 2011-08-24 | 株式会社竹中工務店 | Multi-story shear wall |
-
2013
- 2013-03-06 CN CN201310070306.XA patent/CN103147526B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5657601A (en) * | 1995-09-21 | 1997-08-19 | The United States Of America As Represented By The Secretary Of The Army | Form tie rod spacer assembly for stay-in-place forms |
| US6205728B1 (en) * | 1997-04-30 | 2001-03-27 | Frank Sutelan | Laminated composite building component |
| TW352401B (en) * | 1998-05-08 | 1999-02-11 | Mei-Jr Linwu | Shear construction corrugated steel sheet wall |
| JP4758146B2 (en) * | 2005-06-07 | 2011-08-24 | 株式会社竹中工務店 | Multi-story shear wall |
| CN101922187A (en) * | 2010-07-16 | 2010-12-22 | 清华大学 | Wavelike steel plate and concrete combined shear wall |
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103967165A (en) * | 2014-03-31 | 2014-08-06 | 浙江杭萧钢构股份有限公司 | Steel tube bundle combined structure composed of continuous rectangular wave-shaped steel plates |
| CN103981980A (en) * | 2014-03-31 | 2014-08-13 | 浙江杭萧钢构股份有限公司 | Steel pipe beam combination structure consisting of continuous trapezoidal corrugated steel plates |
| CN104294964A (en) * | 2014-10-30 | 2015-01-21 | 胡杰 | Shear wall and assembling method thereof |
| CN105064529A (en) * | 2015-09-01 | 2015-11-18 | 湖南大学 | Prefabricated and assembled large-board shear wall structure with concealed bracings |
| CN106677380A (en) * | 2016-12-30 | 2017-05-17 | 浙江大学 | Rectangular steel pipe row shear wall structure with vertical cracks |
| CN107060155A (en) * | 2017-01-18 | 2017-08-18 | 清华大学 | A kind of welding combined steel plate shearing force wall |
| CN107859205A (en) * | 2017-12-11 | 2018-03-30 | 天津大学建筑设计研究院 | A kind of pure steel plate shear force wall of grating type and its shear wall system of application |
| CN108487542A (en) * | 2018-03-16 | 2018-09-04 | 杭萧钢构股份有限公司 | Concrete filled steel tube beam combined member calculating steady bearing capacity method |
| CN108487542B (en) * | 2018-03-16 | 2020-07-28 | 杭萧钢构股份有限公司 | Method for calculating stable bearing capacity of steel tube concrete bundle combined member |
| CN109736507A (en) * | 2019-02-18 | 2019-05-10 | 中国建筑第八工程局有限公司 | Assembled steel reinforced concrete shear wall and preparation method thereof |
| CN109914602A (en) * | 2019-04-12 | 2019-06-21 | 西安建筑科技大学 | More built-in skew wall rectangle steel lumen-concrete combined structures and its construction method |
| CN112411806A (en) * | 2020-11-26 | 2021-02-26 | 西安建筑科技大学 | Replaceable corrugated steel plate damping wall structure with interlayer energy dissipation support |
| CN113202209A (en) * | 2021-05-07 | 2021-08-03 | 福州大学 | Assembled adjustable multi-cavity inclined steel plate shear wall for nuclear power station and construction method thereof |
| CN115387499A (en) * | 2022-09-05 | 2022-11-25 | 苏州科技大学 | Buckling-restrained wave-shaped necking steel plate combined energy dissipation component |
| CN115387499B (en) * | 2022-09-05 | 2024-01-16 | 苏州科技大学 | Buckling-restrained corrugated necking steel plate combined energy consumption component |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103147526B (en) | 2015-06-03 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103147526B (en) | Strip-shaped grate concrete filled steel tube combined structure shear wall and preparation method thereof | |
| CN103233509B (en) | Double-steel-sheet and concrete combined core-tube structure with built-in corrugated steel sheets | |
| CN107060067B (en) | Superimposed precast reinforced concrete structure system and construction method thereof | |
| CN102704593B (en) | Steel tube reinforced concrete composite column-steel beam-lattice steel support shear wall and manufacturing method | |
| CN103410218A (en) | Fabricated multistory and high-rise prestressed steel frame-sway brace system provided with special-shaped columns | |
| CN109680796A (en) | High-strength steel frame-overlapping corrugated sheet steel wall anti-side cold formed steel structure | |
| CN207017483U (en) | The full precast shear wall structural system of regenerative steel skeleton | |
| CN103953134B (en) | Shear wall with energy-consuming strips embedded between border and built-in steel plates and steel braces, and making method | |
| CN207919737U (en) | A kind of assembled steel-Combined concrete frame structure | |
| CN107965053B (en) | Anti-seismic frame structure formed by combining upright columns and connecting beams and construction method thereof | |
| CN109680833B (en) | Self-supporting prefabricated steel reinforced concrete wall plate component, wall, structural system and manufacturing method | |
| CN108204039A (en) | A kind of assembled architecture truss structure | |
| CN209891421U (en) | Cast-in-place concrete frame beam and concrete coincide floor connection structure | |
| CN207905104U (en) | A kind of assembled architecture truss structure | |
| CN107313551A (en) | A kind of concrete prefabricated wallboard of steel bar girder and structural system and its construction method | |
| CN207553644U (en) | A kind of rc-frame-beam column reinforcing joint | |
| CN202520007U (en) | Joint construction for combination and reinforcement of frame structure | |
| CN202787563U (en) | Combined steel plate shear wall | |
| CN202990244U (en) | Dual-T shaped composite beam with prestress concrete filled steel tube core bar | |
| CN204370614U (en) | The split type combined concrete shear wall of built-in round steel pipe cross section bearing diagonal | |
| CN212104521U (en) | Girdle truss and super high-rise building giant frame | |
| CN110512783B (en) | Floor structure composed of cast-in-place concrete frame beam and concrete composite floor slab | |
| CN107780564A (en) | A kind of assembled ribbing steel plate shear force wall | |
| CN103883035A (en) | Shear wall formed by embedding energy-dissipation bars between frame and wall with inbuilt multiple H-shaped steel plates and construction method | |
| CN204609046U (en) | Thin wall steel tube concrete frame-light-steel light-concrete compound shear wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| 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: 20150603 Termination date: 20180306 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |