CN102409783B - Manufacturing method of bottom double composite section steel shear wall with reinforced concrete frame and inside-hidden steel plate - Google Patents
Manufacturing method of bottom double composite section steel shear wall with reinforced concrete frame and inside-hidden steel plate Download PDFInfo
- Publication number
- CN102409783B CN102409783B CN201110385458.XA CN201110385458A CN102409783B CN 102409783 B CN102409783 B CN 102409783B CN 201110385458 A CN201110385458 A CN 201110385458A CN 102409783 B CN102409783 B CN 102409783B
- Authority
- CN
- China
- Prior art keywords
- steel
- steel plate
- reinforced concrete
- shear wall
- mild
- 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.)
- Expired - Fee Related
Links
Images
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
The invention relates to a bottom double composite section steel shear wall with a reinforced concrete frame and an inside-hidden steel plate as well as a manufacturing method. The shear wall comprises a steel reinforced concrete composite frame column, a mild steel energy-consuming steel plate and a shear wall steel plate, which is a double composite column comprising the composite of the externally-adhered mild steel energy-consuming steel plate and a concrete filled steel tube column and the composite of the concrete filled steel tube and a reinforced concrete column and is a multiple combination body comprising the combination of a reinforcing bar and concrete, the combination of a steel plate and the concrete and the combination of a steel reinforced concrete frame column and a steel plate shear wall. Compared with a conventional shear wall, the shear wall provided by the invention has the advantages of high initial stiffness, high bearing capacity, slow bearing capacity and stiffness attenuation, good whole anti-seismic energy-consuming performance and relatively stable later-stage anti-seismic performance; the bottom shear-slip damage is little; and after a mild steel casing pipe is added, the outer mild steel casing pipe is firstly surrendered so as to consume the energy in the structure input by earthquake and can give play to the effects of resistance and ductility till being destroyed, therefore, the premature damage and destroy of the high-strength steel plate can be prevented and delayed.
Description
Technical field
The present invention relates to a kind of bottom folded double built-in steel plate shear force wall of steel reinforced concrete frame and the practice, is a kind of compound shear wall that is applied to highrise building, belongs to building engineering field.
Background technology
Highrise building is the product of economic development in modern times and scientific progress.Shear wall and the cylindrical shell being comprised of shear wall are the cores of high-rise construction earthquake resistance, because highrise building need to have larger lateral rigidity, therefore in design, the design of lateral resisting structure is crucial, shear wall is as one of main lateral resistant member, and its service behaviour under geological process has vital effect to the security performance of total.Highrise building fundus member will bear larger horizontal loading and vertical load conventionally, and therefore the development of modern high-rise building is had higher requirement to the performance of shear wall member.
Owing to pursuing the increasing of personalized large complicated highrise building, we are also more and more higher to the requirement of Seismic Property of Shear Wall Structures.Existing ordinary reinforced concrete shear wall ductility under geological process is poor, and brittle fracture easily occurs, and this is very unfavorable to the anti-seismic performance of total.Steel-concrete compound shear wall combines reinforced concrete structure and steel work, can make up shortcoming separately, brings into play better their advantage, makes structure have larger bearing capacity and stiffness, has better ductility and energy dissipation capacity.Because highrise building generally all needs there is larger anti-side rigidity, therefore the design of shear wall must be considered the design of lateral resisting, also should meet the requirement of providing fortification against earthquakes simultaneously.Built-in steel plate concrete combined shear wall is a kind of cost-effective novel Lateral Resistant System, has both met the requirement of anti-side rigidity, has met again the requirement of ductile performance.
At present, in shear wall research field, focus mostly in the research to ordinary reinforced concrete shear wall, relatively also fewer to the research of built-in steel plate concrete combined shear wall, deep not enough to the research of its anti-seismic performance and construction measure, its internal material energy dissipation ability is not carried out to deep excavation.
Summary of the invention
Technical problem to be solved by this invention is: give full play to the anti-seismic performance of frame columns and built-in steel plate shear force wall, improve its ductility and energy dissipation ability.The present invention, in order to address this problem, has proposed a kind of bottom built-in steel plate shear force wall of folded double steel reinforced concrete frame and the practice.
The technical solution used in the present invention is:
The built-in steel plate shear force wall of bottom folded double steel reinforced concrete frame, it is characterized in that: described shear wall comprises steel reinforced concrete folding frame post, mild-steel energy-consumption steel plate and shear wall wallboard, in shear wall wallboard, be provided with shear wall steel plate, in the shear wall wallboard of the both sides of shear wall steel plate, be provided with by transversely distributed steelbar and steel mesh reinforcement that longitudinally distribution reinforcement forms, between steel mesh reinforcement, with socketing reinforcing bar, mutually socket; Steel reinforced concrete folding frame post is arranged at shear wall wallboard two ends and connects as one with middle shear wall steel plate; The superimposed mild-steel energy-consumption steel plate that is provided with of bottom outside of the shaped steel in steel reinforced concrete folding frame post, mild-steel energy-consumption steel plate put in the ground of bottom or basic end face and with its anchoring.Its anchorage length should meet the requirement of design.
The described built-in steel plate shear force wall of bottom folded double steel reinforced concrete frame, steel reinforced concrete folding frame post is rectangle, circle or table tennis bat tee section.
The described built-in steel plate shear force wall of bottom folded double steel reinforced concrete frame, mild-steel energy-consumption steel plate height above ground level or basic end face in steel reinforced concrete folding frame post is 1.0h, wherein, h is the long limit size of rectangle steel reinforced concrete folding frame post or the diameter of circular steel reinforced concrete folding frame post.This arranges the frame columns plastic hinge territory of having strengthened built-in steel plate concrete combined shear wall, makes frame columns have better ductile performance, delays or avoid the destruction of shear wall frame columns bottom, improves its seismic bearing capacity and energy dissipation capacity.
The described built-in steel plate shear force wall of bottom folded double steel reinforced concrete frame, the shaped steel in steel reinforced concrete folding frame post is steel pipe or reinforcing bar.
The described built-in steel plate shear force wall of bottom folded double steel reinforced concrete frame, the thickness of mild-steel energy-consumption steel plate is more than or equal to steel pipe in steel reinforced concrete folding frame post or the wall thickness of reinforcing bar.
The described built-in steel plate shear force wall of bottom folded double steel reinforced concrete frame, shear wall steel plate is individual layer or bilayer.
The described built-in steel plate shear force wall of bottom folded double steel reinforced concrete frame, is provided with on shear wall steel plate and sockets the corresponding hole of passing of reinforcing bar.The quantity in hole and diameter should, according to the setting that needs of Practical Project, should make steel tie pass smoothly.
The described built-in steel plate shear force wall of bottom folded double steel reinforced concrete frame, at mild-steel energy-consumption steel plate, be provided with bolt hole with the position two-way opened of the corresponding stack of shaped steel of steel reinforced concrete folding frame post inside, and be inter-connected via a bolt joint, diameter of bolt hole on mild-steel energy-consumption steel plate is a bit larger tham the diameter of bolt, and the diameter of bolt is not less than the thickness of mild-steel energy-consumption steel plate and shaped steel; The quantity of bolt hole should be according to actual requirement of engineering setting, and be no less than two rows, the level of every row's bolt hole and vertical spacing are all not more than 200mm, to guarantee that mild-steel energy-consumption steel plate contacts closely with inner shaped steel, make bolt pass smoothly inner shaped steel and mild-steel energy-consumption steel plate and to reduce the weakening to same level cross section; Mild-steel energy-consumption steel plate and inner shaped steel are bolted, and form certain precompression.
The practice of the built-in steel plate shear force wall of above-mentioned bottom folded double steel reinforced concrete frame, production order is as follows:
1) make as requested the shaped steel of mild-steel energy-consumption steel plate, shear wall steel plate and steel reinforced concrete folding frame post, and at mild-steel energy-consumption steel plate with form prepared screw-bolt hole on the shaped steel of steel reinforced concrete folding frame post, reserved stirrup perforation and socket reinforced steel bar perforation on shear wall steel plate;
2) welding shaped steel, so that it forms the steel frame of frame columns, by superimposed the mild-steel energy-consumption steel plate of making shaped steel (1) bottom outside that is arranged on, connects and is integrated with bolt;
3) shear wall steel plate and frame columns steel welding are connected together;
4) vertical reinforcement and the stirrup of colligation steel concrete folding frame post and be positioned at the transversely distributed steelbar of shear wall steel plate both sides and longitudinal distribution reinforcement, colligation sockets reinforcing bar, forms steel mesh reinforcement;
5) at the reserved certain protective layer thickness in steel mesh reinforcement outside, formwork supporting plate;
6) concrete perfusion in template, is the built-in steel plate shear force wall of bottom folded double steel reinforced concrete frame after moulding.
The folded double of above-mentioned steel reinforced concrete refers to: (1): superimposed and (2) of pasting mild-steel energy-consumption steel plate and steel reinforced concrete folding frame post Shaped Steel outward: shaped steel and outside reinforced concrete post superimposed.
The built-in steel plate shear force wall of bottom folded double steel reinforced concrete frame of the present invention, after steel plate concrete combined shear wall concreting, for frame columns, the rigidity of the connecting portion of bottom mild-steel energy-consumption steel plate and frame columns steel plate with respect to concrete rigidity a little less than, formed an iron hand in a velvet glove structure, this structure is conducive to the energy dissipation capacity under geological process, can give full play to the energy dissipation capacity of mild-steel energy-consumption steel plate and inner steel plate, make frame columns under geological process, show more excellent performance, and then improve the anti-seismic performance of whole steel plate shear force wall.
The built-in steel plate shear force wall of bottom folded double steel reinforced concrete frame of the present invention, the inner high-strength steel sheet of shear wall can bear larger load action, saving steel, but under rarely occurred earthquake effect, large deformation easily makes its rupture failure repeatedly.Experimental study under Frequency Cyclic Static Loading shows, the destruction of steel plate concrete combined shear wall is mainly surrender, flexing and the rupture failure of root steel plate.
Beneficial effect
Compared with ordinary reinforced concrete shear wall, the present invention has the following advantages:
Under frequently occurred earthquake effect, steel plate concrete combined shear wall is stressed less, now bottom mild-steel energy-consumption steel plate and inner steel plate friction energy-dissipating under bolt effect; It has not only improved its friction energy-dissipating ability, and mild-steel energy-consumption steel plate and inner steel plate are connected as a single entity, and its integral working is good, and rigidity is large, and intensity is also large; Under rarely occurred earthquake effect, it is serious that bolt is cut damage, its contact effect weakens, co-operation performance degradation, and they start to give full play to separately its ductility and power consumption effect, structure collectivity rigidity reduces, natural vibration period is elongated, and geological process reduces, and in steel plate concrete combined shear wall bottom, increases after mild-steel energy-consumption steel plate, be equivalent to increase anti-vibration defense lines one, improved the safety of structure.
In the overseas side of steel plate concrete combined shear wall root plastic hinge, add after mild-steel energy-consumption steel plate, first outside mild-steel energy-consumption steel plate is surrendered, consume the energy of earthquake input structure, until destroy, can bring into play its drag and ductility effect, play the effect that prevents and delay the too early damage and fracture of high-strength steel sheet.
The built-in steel plate shear force wall of bottom folded double steel reinforced concrete frame of the present invention, its supporting capacity is greatly improved, bottom shear sliding rupture alleviates, there is good later stage anti-seismic performance, improved the energy dissipation ability of shear wall, also just improved the overall shock resistance of structure, when building meets with violent earthquake, can alleviate its earthquake, prevent its destruction that collapses.
Accompanying drawing explanation
Fig. 1 is that frame columns is the floor map of the built-in steel plate shear force wall of bottom folded double steel reinforced concrete frame of concrete-filled rectangular steel tube superposed column;
Fig. 2 is that frame columns is the floor map of the built-in steel plate shear force wall of bottom folded double steel reinforced concrete frame of circular steel tube concrete superposed column;
Fig. 3 is the A-A sectional drawing of Fig. 1 and Fig. 2;
Fig. 4 is the B-B sectional drawing of Fig. 1 and Fig. 2;
Fig. 5-Fig. 7 is other form of structure of rectangle laminated column frame in Fig. 1;
Fig. 8-Figure 10 is other form of structure of circular laminated column frame in Fig. 2;
Wherein: 1-shaped steel, 2-mild-steel energy-consumption steel plate, 3-shear wall steel plate, 4-transversely distributed steelbar, the longitudinal distribution reinforcement of 5-, 6-sockets reinforcing bar, 7-vertical reinforcement, 8-stirrup, 9-ground or basic end face.
The specific embodiment
Below in conjunction with specific embodiment, the present invention will be further described:
As shown in Fig. 1,3,4, the built-in steel plate shear force wall of bottom folded double steel reinforced concrete frame of the present invention, comprise steel reinforced concrete folding frame post, mild-steel energy-consumption steel plate 2 and shear wall wallboard, in shear wall wallboard, be provided with shear wall steel plate 3, in the shear wall wallboard of the both sides of shear wall steel plate 3, be provided with by transversely distributed steelbar 4 and steel mesh reinforcement that longitudinally distribution reinforcement 5 forms, between steel mesh reinforcement, with socketing reinforcing bar 6, mutually socket; Steel reinforced concrete folding frame post is arranged at shear wall wallboard two ends and connects as one with middle shear wall steel plate 3; The superimposed mild-steel energy-consumption steel plate 2 that is provided with of bottom outside of the shaped steel 1 in steel reinforced concrete folding frame post, mild-steel energy-consumption steel plate 2 put in the ground of bottom or basic end face 9 and with its anchoring.Wherein, steel reinforced concrete folding frame post is square-section, the height of mild-steel energy-consumption steel plate 2 end face 9 above ground level or basic in steel reinforced concrete folding frame post is 1.0h, wherein, h is the long limit size of rectangle steel reinforced concrete folding frame post or the diameter of circular steel reinforced concrete folding frame post.Shaped steel 1 in steel reinforced concrete folding frame post is reinforcing bar.The thickness of mild-steel energy-consumption steel plate 2 is more than or equal to the wall thickness of the reinforcing bar in steel reinforced concrete folding frame post.Shear wall steel plate 3 is double-deck.On shear wall steel plate 3, be provided with and socket the corresponding hole of passing of reinforcing bar 6.Position two-way opened in the shaped steel 1 corresponding stack of mild-steel energy-consumption steel plate 2 and steel reinforced concrete folding frame post inside is provided with bolt hole, and be inter-connected via a bolt joint, diameter of bolt hole on mild-steel energy-consumption steel plate 2 is a bit larger tham the diameter of bolt, and the diameter of bolt is not less than the thickness of mild-steel energy-consumption steel plate 2 and shaped steel 1; The quantity of bolt hole should be according to actual requirement of engineering setting, and is no less than two rows, and the level of every row's bolt hole and vertical spacing are all not more than 200mm.
The bottom built-in steel plate shear force wall of folded double steel reinforced concrete frame in the present embodiment can be made as follows:
1) make as requested the shaped steel 1 of mild-steel energy-consumption steel plate 2, shear wall steel plate 3 and steel reinforced concrete folding frame post, and at mild-steel energy-consumption steel plate 2 with form prepared screw-bolt hole on the shaped steel 1 of steel reinforced concrete folding frame post, reserved stirrup perforation and socket reinforced steel bar perforation on shear wall steel plate 3;
2) welding shaped steel, so that it forms the steel frame of frame columns, by superimposed the mild-steel energy-consumption steel plate 2 of making shaped steel 1 bottom outside that is arranged on, connects and is integrated with bolt;
3) shear wall steel plate 3 and frame columns shaped steel 1 are welded together;
4) vertical reinforcement 7 of colligation steel concrete folding frame post and stirrup 8 and be positioned at the transversely distributed steelbar 4 of shear wall steel plate 3 both sides and longitudinal distribution reinforcement 5, colligation sockets reinforcing bar 6, forms steel mesh reinforcement;
5) at the reserved certain protective layer thickness in steel mesh reinforcement outside, formwork supporting plate;
6) concrete perfusion in template, is the built-in steel plate shear force wall of bottom folded double steel reinforced concrete frame after moulding.
As shown in Figure 2, Figure 3 and Figure 4, its frame columns is circular cross-section steel core concrete column to the another kind of form of structure of the bottom folded double built-in steel plate shear force wall of steel reinforced concrete frame and the practice, and other form of structure and preparation method and embodiment 1 are basic identical.
Other form of structure of the bottom folded double built-in steel plate shear force wall of steel reinforced concrete frame and the practice is as shown in Fig. 5-Figure 10, its frame columns is respectively circle or square-section, shaped steel 1 is respectively i iron, round steel pipe or square steel pipe, and other form of structure and preparation method and embodiment 1 are basic identical.
Be more than exemplary embodiments of the present invention, enforcement of the present invention is not limited to this.
Claims (1)
1. the practice of the built-in steel plate shear force wall of bottom folded double steel reinforced concrete frame, described shear wall comprises steel reinforced concrete folding frame post, mild-steel energy-consumption steel plate (2) and shear wall wallboard, in shear wall wallboard, be provided with shear wall steel plate (3), in the shear wall wallboard of the both sides of shear wall steel plate (3), be provided with by transversely distributed steelbar (4) and steel mesh reinforcement that longitudinally distribution reinforcement (5) forms, between steel mesh reinforcement, with socketing reinforcing bar (6), mutually socket; Steel reinforced concrete folding frame post is arranged at shear wall wallboard two ends and connects as one with middle shear wall steel plate (3); The superimposed mild-steel energy-consumption steel plate (2) that is provided with of bottom outside of the shaped steel (1) in steel reinforced concrete folding frame post, mild-steel energy-consumption steel plate (2) put in the ground of bottom or basic end face (9) and with its anchoring; Described steel reinforced concrete folding frame post is rectangle, circle or table tennis bat tee section; The height of mild-steel energy-consumption steel plate (2) end face above ground level or basic (9) in described steel reinforced concrete folding frame post is 1.0h, wherein, h is the long limit size of rectangle steel reinforced concrete folding frame post or the diameter of circular steel reinforced concrete folding frame post; Shaped steel (1) in described steel reinforced concrete folding frame post is steel pipe or reinforcing bar; The thickness of described mild-steel energy-consumption steel plate (2) is more than or equal to steel pipe in steel reinforced concrete folding frame post or the wall thickness of reinforcing bar; Described shear wall steel plate (3) is individual layer or bilayer; On described shear wall steel plate (3), be provided with and socket the corresponding hole of passing of reinforcing bar (6); Position two-way opened in the corresponding stack of shaped steel (1) of mild-steel energy-consumption steel plate (2) and steel reinforced concrete folding frame post inside is provided with bolt hole, and be inter-connected via a bolt joint, diameter of bolt hole on mild-steel energy-consumption steel plate (2) is a bit larger tham the diameter of bolt, and the diameter of bolt is not less than the thickness of mild-steel energy-consumption steel plate (2) and shaped steel (1); The quantity of bolt hole should be according to actual requirement of engineering setting, and is no less than two rows, and the level of every row's bolt hole and vertical spacing are all not more than 200mm, it is characterized in that: production order is as follows
1) make as requested the shaped steel (1) of mild-steel energy-consumption steel plate (2), shear wall steel plate (3) and steel reinforced concrete folding frame post, and at mild-steel energy-consumption steel plate (2) with form the upper prepared screw-bolt hole of shaped steel (1) of steel reinforced concrete folding frame post, in the upper reserved stirrup perforation of shear wall steel plate (3) with socket reinforced steel bar perforation;
2) welding shaped steel, so that it forms the steel frame of frame columns, by superimposed the mild-steel energy-consumption steel plate (2) of making shaped steel (1) bottom outside that is arranged on, connects and is integrated with bolt;
3) shear wall steel plate (3) and shaped steel (1) are welded together;
4) vertical reinforcement (7) of colligation steel concrete folding frame post and stirrup (8) and be positioned at the transversely distributed steelbar (4) of shear wall steel plate (3) both sides and longitudinal distribution reinforcement (5), colligation sockets reinforcing bar (6), forms steel mesh reinforcement;
5) at the reserved certain protective layer thickness in steel mesh reinforcement outside, formwork supporting plate;
6) concrete perfusion in template, is the built-in steel plate shear force wall of bottom folded double steel reinforced concrete frame after moulding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110385458.XA CN102409783B (en) | 2011-11-28 | 2011-11-28 | Manufacturing method of bottom double composite section steel shear wall with reinforced concrete frame and inside-hidden steel plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110385458.XA CN102409783B (en) | 2011-11-28 | 2011-11-28 | Manufacturing method of bottom double composite section steel shear wall with reinforced concrete frame and inside-hidden steel plate |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102409783A CN102409783A (en) | 2012-04-11 |
| CN102409783B true CN102409783B (en) | 2014-04-16 |
Family
ID=45912093
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201110385458.XA Expired - Fee Related CN102409783B (en) | 2011-11-28 | 2011-11-28 | Manufacturing method of bottom double composite section steel shear wall with reinforced concrete frame and inside-hidden steel plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102409783B (en) |
Families Citing this family (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102605962B (en) * | 2012-04-13 | 2014-10-15 | 中国建筑第八工程局有限公司 | Mounting and constructing method for steel plate shear wall |
| CN102877646B (en) * | 2012-10-19 | 2014-12-17 | 孟凡林 | Grouted overlapping assembly type reinforced concrete shear wall structure and method for building grouted overlapping assembly type reinforced concrete shear wall structure |
| CN103669725B (en) * | 2013-09-16 | 2016-05-25 | 北京工业大学 | Mix FRP pipe high tensile reinforcement reactive powder concrete column and preparation method |
| CN104929258A (en) * | 2014-03-17 | 2015-09-23 | 张永清 | Industrial energy-saving anti-seismic building wall |
| CN104818784B (en) * | 2015-05-13 | 2017-07-07 | 中国建筑技术集团有限公司 | Thin-wall steel pipe concrete frame-light steel light concrete combined shear wall and construction method thereof |
| CN105926807B (en) * | 2016-06-06 | 2019-01-15 | 河北建筑工程学院 | A kind of cast-in-place integral concrete frame wall filled with masonry system and its construction method |
| CN106193453A (en) * | 2016-07-15 | 2016-12-07 | 陕西建工机械施工集团有限公司 | A kind of stirrup attachment structure of combined steel and concrete column |
| CN106760024B (en) * | 2016-11-18 | 2019-05-14 | 南宁学院 | A kind of preformed hole steel plate wall |
| CN106760025B (en) * | 2016-11-18 | 2019-11-08 | 南宁学院 | A kind of functional steel board wall |
| CN107060140B (en) * | 2017-05-24 | 2023-09-26 | 华南理工大学 | Prefabricated double-steel-tube concrete shear wall and assembling method thereof |
| CN113530017B (en) * | 2021-06-04 | 2022-08-16 | 泰州职业技术学院 | Hollowed-out positioning steel plate for vertical installation of prefabricated shear wall and use method |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20050065916A (en) * | 2003-12-26 | 2005-06-30 | 재단법인 포항산업과학연구원 | Steel plate shear wall unioned with precast concrete panel movably |
| JP2006045776A (en) * | 2004-07-30 | 2006-02-16 | Takenaka Komuten Co Ltd | Construction method of shear wall |
| CN2791137Y (en) * | 2005-05-13 | 2006-06-28 | 北京工业大学 | Concrete combine tube with built-in steel girder |
| CN1793541A (en) * | 2005-12-28 | 2006-06-28 | 北京工业大学 | Shear wall hidden with vertical soft steel energy consupting band and mfg. method thereof |
| CN1995571A (en) * | 2006-12-29 | 2007-07-11 | 北京工业大学 | Built-in steel truss concrete combined huge size beam column frame and its manufacture method |
| CN101457560A (en) * | 2008-12-19 | 2009-06-17 | 北京工业大学 | Section steel concrete- punched steel plate-concrete combined shear wall and method for producing the same |
| CN101748828A (en) * | 2009-12-18 | 2010-06-23 | 北京工业大学 | Concrete filled steel tube laminated column frame inbuilt steel plate and steel truss interconnected space shear wall |
| CN101761154A (en) * | 2009-12-30 | 2010-06-30 | 北京工业大学 | Shear wall with inbuilt continuous-row steel tube concrete core column and soft steel energy consumption bond and manufacturing method thereof |
| CN101881056A (en) * | 2010-06-11 | 2010-11-10 | 北京工业大学 | Internal division type laminated column frame-bilayer steel plate concrete combined shear wall and manufacturing method thereof |
| CN101936043A (en) * | 2010-08-11 | 2011-01-05 | 东南大学 | Friction energy consumption type node connection device for self-centering pier column structure |
| CN202380606U (en) * | 2011-11-28 | 2012-08-15 | 北京工业大学 | Bottom dual-overlapped shear wall comprising hidden steel plates in steel reinforced concrete frame |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07116793B2 (en) * | 1989-02-27 | 1995-12-18 | 新日本製鐵株式会社 | Steel plate for building steel frame Reinforced concrete wall column |
| JP3306226B2 (en) * | 1994-06-30 | 2002-07-24 | 株式会社間組 | Attached column base structure of multi-story shear wall |
-
2011
- 2011-11-28 CN CN201110385458.XA patent/CN102409783B/en not_active Expired - Fee Related
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20050065916A (en) * | 2003-12-26 | 2005-06-30 | 재단법인 포항산업과학연구원 | Steel plate shear wall unioned with precast concrete panel movably |
| JP2006045776A (en) * | 2004-07-30 | 2006-02-16 | Takenaka Komuten Co Ltd | Construction method of shear wall |
| CN2791137Y (en) * | 2005-05-13 | 2006-06-28 | 北京工业大学 | Concrete combine tube with built-in steel girder |
| CN1793541A (en) * | 2005-12-28 | 2006-06-28 | 北京工业大学 | Shear wall hidden with vertical soft steel energy consupting band and mfg. method thereof |
| CN1995571A (en) * | 2006-12-29 | 2007-07-11 | 北京工业大学 | Built-in steel truss concrete combined huge size beam column frame and its manufacture method |
| CN101457560A (en) * | 2008-12-19 | 2009-06-17 | 北京工业大学 | Section steel concrete- punched steel plate-concrete combined shear wall and method for producing the same |
| CN101748828A (en) * | 2009-12-18 | 2010-06-23 | 北京工业大学 | Concrete filled steel tube laminated column frame inbuilt steel plate and steel truss interconnected space shear wall |
| CN101761154A (en) * | 2009-12-30 | 2010-06-30 | 北京工业大学 | Shear wall with inbuilt continuous-row steel tube concrete core column and soft steel energy consumption bond and manufacturing method thereof |
| CN101881056A (en) * | 2010-06-11 | 2010-11-10 | 北京工业大学 | Internal division type laminated column frame-bilayer steel plate concrete combined shear wall and manufacturing method thereof |
| CN101936043A (en) * | 2010-08-11 | 2011-01-05 | 东南大学 | Friction energy consumption type node connection device for self-centering pier column structure |
| CN202380606U (en) * | 2011-11-28 | 2012-08-15 | 北京工业大学 | Bottom dual-overlapped shear wall comprising hidden steel plates in steel reinforced concrete frame |
Non-Patent Citations (1)
| Title |
|---|
| 耿海霞，张建伟，曹万林，董宏英.叠合柱边框内藏钢板_钢撑核心筒抗震性能试验研究.《世界地震工程》.2010,第26卷(第2期),77-81. * |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102409783A (en) | 2012-04-11 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102409783B (en) | Manufacturing method of bottom double composite section steel shear wall with reinforced concrete frame and inside-hidden steel plate | |
| CN101457560B (en) | Section steel concrete- punched steel plate-concrete combined shear wall and method for producing the same | |
| CN101761154B (en) | Shear wall with inbuilt continuous-row steel tube concrete core column and soft steel energy consumption bond and manufacturing method thereof | |
| CN102409782A (en) | Steel tube concrete frame inbuilt steel plate shear wall with soft steel sleeves at bottom and producing method of steel tube concrete frame inbuilt steel plate shear wall | |
| CN102704595B (en) | Shear wall with 'profile steel column-steel beam-steel support' embedded between steel tube concrete columns and manufacturing method | |
| CN202380607U (en) | Shearing wall with mild steel sleeves at bottoms and hidden steel plates in concrete-filled steel tube frame | |
| CN207453185U (en) | A kind of prefabricated assembly type shock absorption wall | |
| CN202627254U (en) | Shear wall consisting of vertical mild steel energy consumption belts with horizontal seams arranged among concrete-filled steel tubes | |
| CN101435231B (en) | Folding frame - steel support - concrete combined shear wall and manufacturing method thereof | |
| CN1995571B (en) | Built-in steel truss concrete combined huge size beam column frame and its manufacture method | |
| CN103726594B (en) | Built-in multi-cavity double steel plate and steel core concrete column compound shear wall and the practice | |
| CN102704593B (en) | Steel tube reinforced concrete composite column-steel beam-lattice steel support shear wall and manufacturing method | |
| CN101748829B (en) | Combined shear wall with concealed strip multi-cavity core plate of steel pipes and concrete | |
| CN101435235A (en) | Steel tube concrete - steel support - steel plate external wrapping concrete shear force wall and manufacturing method thereof | |
| CN202380574U (en) | Core barrel with mild steel sleeves at bottoms and hidden steel plates in concrete-filled steel tube frame | |
| CN103883027B (en) | Composite shear wall formed by embedding energy-dissipation bars between frame and wall with inbuilt steel plate and construction method | |
| CN201358528Y (en) | Steel-truss-steel-plate combination shear wall | |
| CN102409755B (en) | Section steel concrete frame inbuilt steel plate core cylinder with doubly superimposed bottom and producing method thereof | |
| CN103485443A (en) | Window-shaped-steel-plate concrete shear wall and manufacturing method thereof | |
| CN101457558A (en) | Steel truss-steel plate combined shear wall and method for producing the same | |
| CN103953134B (en) | Shear wall with energy-consuming strips embedded between border and built-in steel plates and steel braces, and making method | |
| CN201358530Y (en) | Profiled-steel-concrete-punched-steel-plate-concrete combination shear wall | |
| CN102561552A (en) | Steel tube concrete shear wall comprising vertical soft steel energy consuming straps with horizontal seams and manufacturing method | |
| CN102704596A (en) | Combined shear wall with concrete wrapped steel plate dense beam embedded between profile steel overlapped columns and externally wrapping concrete and manufacturing method | |
| CN102409756B (en) | Steel tube concrete frame inbuilt steel plate core cylinder with soft steel sleeves at bottom and producing method of steel tube concrete frame inbuilt steel plate core cylinder |
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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140416 Termination date: 20201128 |