CN102425267A - Perforated steel plate concrete shear wall connecting beam provided with stud - Google Patents
Perforated steel plate concrete shear wall connecting beam provided with stud Download PDFInfo
- Publication number
- CN102425267A CN102425267A CN2011102466712A CN201110246671A CN102425267A CN 102425267 A CN102425267 A CN 102425267A CN 2011102466712 A CN2011102466712 A CN 2011102466712A CN 201110246671 A CN201110246671 A CN 201110246671A CN 102425267 A CN102425267 A CN 102425267A
- Authority
- CN
- China
- Prior art keywords
- steel plate
- concrete
- peg
- stud
- steel
- Prior art date
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 89
- 239000010959 steel Substances 0.000 title claims abstract description 89
- 239000004567 concrete Substances 0.000 title claims abstract description 51
- 238000004080 punching Methods 0.000 claims description 18
- 210000003205 Muscles Anatomy 0.000 claims description 10
- 230000015271 coagulation Effects 0.000 claims description 3
- 238000005345 coagulation Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 5
- 238000004806 packaging method and process Methods 0.000 abstract 1
- 239000011150 reinforced concrete Substances 0.000 description 8
- 230000002787 reinforcement Effects 0.000 description 5
- 239000002131 composite material Substances 0.000 description 3
- 238000004873 anchoring Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 208000008425 Protein Deficiency Diseases 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 230000001808 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000012467 final product Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Abstract
The invention discloses a perforated steel plate concrete shear wall connecting beam provided with a stud, and belongs to the field of building engineering. The connecting beam consists of a beam longitudinal rib 4, a connecting beam stirrup 5, connecting beam concrete 6, a steel plate 10, the stud 9 and steel plate perforations 11; and the perforated steel plate concrete shear wall connecting beam provided with the stud is a building or a structure in a form of the perforated steel plate concrete shear wall connecting beam provided with the stud. Because the steel plate adopted in the connecting beam is a planar member, the trouble that a vertical steel bar in a node zone wall is required to go around the flange of a steel beam, and construction is facilitated; because of packaging of the external concrete, the problems of internal and external instability on the plane of the steel plate and fire resistance are effectively solved; through the stud arranged on the steel plate, anchorage and stability of the steel plate and cooperation of the concrete and the steel plate can be ensured; and the connecting beam is suitable for high-rise and super high-rise buildings.
Description
Technical field
The present invention relates to a kind of building unit, particularly relate to a kind of punching steel plate concrete shear force wall that peg is set and connect beam.
Background technology
Shear wall is a main lateral resistant member high-rise and super highrise building, is made up of wall horizontal bar 1, the vertical muscle 2 of wall, the concrete 3 of building; Lian Liang is made up of the vertical muscle 4 of beam, beam stirrup 5, the concrete 6 of building, and sees Fig. 1～Fig. 3 for details.Lian Liang is the connection power transmission hinge between the shear wall, and the key position that is structure also is a weak part, because it is generally less to connect the girder span height ratio; So it is relatively poor that ordinary reinforced concrete connects the ductility of beam, this anti-seismic performance for building structure is unfavorable, in recent years; Because steel and concrete composite coupling beams have the two-fold advantage of steel work and concrete structure concurrently; Bearing capacity is high, and anti-seismic performance is good, more and more is widely used among high-rise and the super highrise building.
In " reinforced concrete composite structure tecnical regulations " (JGJ 138-2001) of China, " steel reinforced concrete structure tecnical regulations " (YB 9082-2006); The concrete regulation that does not also connect beam about steel and combined concrete shear wall; In engineering, using at present maximum is that the i shaped steel concrete connects beam; It is a kind of the company at ordinary reinforced concrete to have inserted the compound beam that i shaped steel forms in the beam; I shaped steel is made up of the peg 9 of the edge of a wing 7, web 8 and welding above that, sees Fig. 4～Fig. 6.
Steel reinforced concrete connects beam, because supporting capacity and ductility that the adding of shaped steel has improved; And shaped steel has solved the problem of the stable and fire resistance difference of steel because of the concrete parcel in outside.In the engineering design of present stage; When common even load bearing beam power or ductility deficiency, adopt the i shaped steel concrete to connect the beam form usually, but the edge of a wing of i shaped steel makes troubles can for again the layout of the longitudinal stress muscle of shear wall edge constraint member; Cause constructional difficulties, see Fig. 5, Fig. 6.
Summary of the invention
The object of the present invention is to provide a kind of punching steel plate concrete shear force wall that peg is set to connect beam; The present invention is arranged in anchoring that peg on the steel plate can guarantee steel plate with stable; Guarantee itself and concrete collaborative work; Remove from the steel plate anchored end within the walls vertical reinforcement need walk around the trouble on the girder steel edge of a wing, made things convenient for construction; Be respectively applied for concrete big or small cross sections and connect beam.
The object of the invention is realized through following technical scheme:
The punching steel plate concrete shear force wall that peg is set connects beam; By the vertical muscle of Lian Liang, connect beam stirrup, connect beam coagulation, steel plate, peg and steel plate and punch and form, it is building or the structure that punching steel plate concrete shear force wall that peg is set connects the beam form that the said punching steel plate concrete shear force wall that peg is set connects beam.
The described punching steel plate concrete shear force wall that peg is set connects beam, and its described steel plate is a plane institution movement, and on steel plate, has hole, and peg is arranged on the steel plate.
The described punching steel plate concrete shear force wall that peg is set connects beam, and its described punching steel plate concrete shear force wall that peg is set connects beam and wraps up through concrete.
Connect in the beam at the ordinary concrete shear wall, adding gets final product according to the punching steel plate that designing requirement calculates weld stud.
Advantage of the present invention and effect are:
1. because the steel plate that adopts belongs to plane institution movement, remove the trouble that the interior vertical reinforcement of steel plate anchored end shear wall need be walked around the steel I-beam edge of a wing from, made things convenient for construction;
2. reduce shaped steel test specimen manufacture difficulty, be convenient to factory process;
Since steel plate thickness with highly can change, connect beam applicable to concrete big or small cross sections;
4. owing on steel plate, punch, can make things convenient for the pipeline of equipment to pass through, reduce the building floor height;
5. connect beam with the i shaped steel concrete and compare, can reduce steel using amount, save steel.
Description of drawings
Fig. 1～Fig. 3 connects the beam form for the ordinary concrete that present China adopts in design of building structures;
Fig. 4～Fig. 6 connects the beam form for the i shaped steel concrete that present China adopts in design of building structures;
Fig. 7～Fig. 9 connects the beam form for the punching steel plate concrete shear force wall that the present invention is provided with peg.
The specific embodiment
Below in conjunction with figure the present invention is elaborated.
Shear wall is a main lateral resistant member high-rise and super highrise building, is made up of wall horizontal bar 1, the vertical muscle 2 of wall, the concrete 3 of building; Lian Liang is made up of the vertical muscle 4 of beam, beam stirrup 5, the concrete 6 of building; I shaped steel is made up of the peg 9 of the edge of a wing 7, web 8 and welding above that; It is a kind of special shape that steel reinforced concrete connects beam that the punching steel plate concrete shear force wall that peg is set connects beam, and the difference that itself and i shaped steel concrete connect beam is to have replaced i shaped steel and on steel plate, punched hole 11 with steel plate 10.The steel plate that the present invention adopts belongs to plane institution movement, remove from the steel plate anchored end within the walls vertical reinforcement need walk around the trouble on the girder steel edge of a wing, made things convenient for construction; Owing to outside concrete parcel, solved the inside and outside unstability in plane and the fire safety problem of steel plate effectively; Be arranged in anchoring that peg on the steel plate can guarantee steel plate with stable, guarantee itself and concrete collaborative work; Owing on steel plate, punch, can make things convenient for passing through of equipment pipe; Steel plate thickness with highly can change, can be respectively applied for concrete big or small cross sections and connect beam; Height, thickness, ratio of height to thickness, embedment length etc. through the adjustment steel plate can satisfy the various structure designing requirement.This kind shear wall of process appropriate design connects beam and can reach very high bearing capacity and ductility, has good practical value, sees Fig. 7～Fig. 8.
The present invention by the vertical muscle 4 of Lian Liang, connect beam stirrup 5, connect beam coagulation 6, steel plate 10, peg 9 and steel plate hole 11 local soil types that punch and become; During application; The sectional dimension of Lian Liang, steel plate size, anchorage length and peg quantity, vertical muscle reinforcement ratio, stirrup reinforcement ratio, strength grade of concrete confirm according to engineering actual loading situation, like Fig. 7～shown in Figure 9.
Among the present invention about concrete; Vertical muscle; Stirrup; The steel member; Peg and node connect design; The requirement of processing and construction all can be by " Code for design of concrete structures " (GB50010-2010); " Code for design of steel structures " (GB50017-2003); " seismic design provision in building code " (GB50011-2010); " reinforced concrete composite structure tecnical regulations " (JGJ 138-2001); " steel reinforced concrete structure tecnical regulations " standards such as (YB 9082-2006); Rules are carried out.
Claims (3)
1. the punching steel plate concrete shear force wall that peg is set connects beam; By the vertical muscle of Lian Liang, connect beam stirrup, connect beam coagulation, steel plate, peg and steel plate and punch and form; It is characterized in that it is building or the structure that punching steel plate concrete shear force wall that peg is set connects the beam form that the said punching steel plate concrete shear force wall that peg is set connects beam.
2. the punching steel plate concrete shear force wall that peg is set according to claim 1 connects beam, it is characterized in that described steel plate is a plane institution movement, and on steel plate, has hole, and peg is arranged on the steel plate.
3. the punching steel plate concrete shear force wall that peg is set according to claim 1 connects beam, it is characterized in that, the described punching steel plate concrete shear force wall that peg is set connects beam and wraps up through concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011102466712A CN102425267A (en) | 2011-08-26 | 2011-08-26 | Perforated steel plate concrete shear wall connecting beam provided with stud |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011102466712A CN102425267A (en) | 2011-08-26 | 2011-08-26 | Perforated steel plate concrete shear wall connecting beam provided with stud |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102425267A true CN102425267A (en) | 2012-04-25 |
Family
ID=45959292
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011102466712A CN102425267A (en) | 2011-08-26 | 2011-08-26 | Perforated steel plate concrete shear wall connecting beam provided with stud |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102425267A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103074959A (en) * | 2013-01-28 | 2013-05-01 | 长安大学 | Steel plate and high-strength concrete combination connecting beam |
| CN104251037A (en) * | 2013-06-29 | 2014-12-31 | 清华大学 | Steel-encased concrete-steel beam composite coupling beam and construction method thereof |
| CN104251040A (en) * | 2013-06-29 | 2014-12-31 | 清华大学 | Two-phase operating coupling beam and construction method thereof |
| CN108972851A (en) * | 2018-07-10 | 2018-12-11 | 西安理工大学 | A kind of doubly-linked beam and preparation method thereof of structure enhancing |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005201006A (en) * | 2004-01-19 | 2005-07-28 | Shimizu Corp | Structure of apartment building |
| CN201212190Y (en) * | 2008-07-01 | 2009-03-25 | 汪梦甫 | Mixed hidden support energy consumption double-limb shear wall |
| CN201713963U (en) * | 2010-06-04 | 2011-01-19 | 同济大学 | Replaceable connecting beam |
| CN102011438A (en) * | 2010-11-15 | 2011-04-13 | 沈阳建筑大学 | Shear wall and connecting beam damping system with internally embedded energy consumption steel plate damping devices |
| CN202248528U (en) * | 2011-08-26 | 2012-05-30 | 中国建筑东北设计研究院有限公司 | Punched steel plate concrete shear wall connection beam with male pins |
-
2011
- 2011-08-26 CN CN2011102466712A patent/CN102425267A/en not_active Application Discontinuation
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005201006A (en) * | 2004-01-19 | 2005-07-28 | Shimizu Corp | Structure of apartment building |
| CN201212190Y (en) * | 2008-07-01 | 2009-03-25 | 汪梦甫 | Mixed hidden support energy consumption double-limb shear wall |
| CN201713963U (en) * | 2010-06-04 | 2011-01-19 | 同济大学 | Replaceable connecting beam |
| CN102011438A (en) * | 2010-11-15 | 2011-04-13 | 沈阳建筑大学 | Shear wall and connecting beam damping system with internally embedded energy consumption steel plate damping devices |
| CN202248528U (en) * | 2011-08-26 | 2012-05-30 | 中国建筑东北设计研究院有限公司 | Punched steel plate concrete shear wall connection beam with male pins |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103074959A (en) * | 2013-01-28 | 2013-05-01 | 长安大学 | Steel plate and high-strength concrete combination connecting beam |
| CN103074959B (en) * | 2013-01-28 | 2016-02-10 | 长安大学 | A kind of steel plate high-strength concrete composite coupling beams |
| CN104251037A (en) * | 2013-06-29 | 2014-12-31 | 清华大学 | Steel-encased concrete-steel beam composite coupling beam and construction method thereof |
| CN104251040A (en) * | 2013-06-29 | 2014-12-31 | 清华大学 | Two-phase operating coupling beam and construction method thereof |
| CN104251040B (en) * | 2013-06-29 | 2017-03-29 | 清华大学 | A kind of two benches work coupling beam and its construction method |
| CN108972851A (en) * | 2018-07-10 | 2018-12-11 | 西安理工大学 | A kind of doubly-linked beam and preparation method thereof of structure enhancing |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US6807790B2 (en) | Ring beam/lintel system | |
| US8091316B2 (en) | Wall and floor systems | |
| CN102561530B (en) | Rectangular steel tube concrete column and steel beam all-bolt connecting joint | |
| CN202767230U (en) | Assembly integrated shear wall construction structure | |
| US9631363B2 (en) | Steel plate structure and steel plate concrete wall | |
| TWI241374B (en) | Constructing the large-span self-braced buildings of composite load-bearing wall-panels and floors | |
| CN101845854B (en) | Frame beam column fire-resistant node with catenary effect and construction method thereof | |
| US7856786B2 (en) | Wall and floor construction arrangements and methods | |
| US7231742B2 (en) | Structural braced frame wall panel system | |
| CN101397854B (en) | Enveloping prestressing force fastening type steel tube concrete column and reinforcement method | |
| CN103669559A (en) | Assembly integral shear wall building structure and building method | |
| CN107313540B (en) | Fireproof and buckling-restrained fabricated composite beam and construction method | |
| TWI632272B (en) | Three-dimensional light steel frame composed of two-way continuous double beams | |
| CN202809834U (en) | Semi-rigid whole bolt connection node for grinder-concrete wall | |
| CN203452204U (en) | Connecting node of prefabricated hollow steel-reinforced concrete column and steel girder | |
| CN102359180A (en) | Truss combined beam and upper and layer connected light steel structure and construction method thereof | |
| CN102587495B (en) | Steel beam and concrete wall semi-rigid full-bolted-connection joint | |
| CN103924686B (en) | The method of attachment of a kind of steel plate-concrete combined shear wall and composite floor | |
| CN101503896B (en) | Vertical connection nodes of I-shaped shear wall | |
| CN203716304U (en) | Flat-plate type embedded part | |
| CN203961054U (en) | A kind of combined connecting structure of fabricated shear wall plate | |
| US8720154B1 (en) | Cold-formed steel structural wall and floor framing system | |
| KR101767677B1 (en) | Compisite column structure for steel and concrete | |
| EP3299528A1 (en) | Assembly type steel pipe casing reinforced concrete combined joint and mounting method | |
| MR et al. | Parametric study of castellated beam with varying depth of web opening |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| C06 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| C10 | Entry into substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20120425 |
|
| C12 | Rejection of a patent application after its publication |