CN106836492A - A kind of group frame-embedded faced wall Lateral Resistant System - Google Patents
A kind of group frame-embedded faced wall Lateral Resistant System Download PDFInfo
- Publication number
- CN106836492A CN106836492A CN201710207988.2A CN201710207988A CN106836492A CN 106836492 A CN106836492 A CN 106836492A CN 201710207988 A CN201710207988 A CN 201710207988A CN 106836492 A CN106836492 A CN 106836492A
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- Prior art keywords
- steel
- forming section
- resistant system
- lateral resistant
- embedded
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- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/30—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts being composed of two or more materials; Composite steel and concrete constructions
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
- E04B2/60—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The present invention relates to a kind of group frame-embedded faced wall Lateral Resistant System, belong to Structural Engineering field.The Lateral Resistant System include steel core concrete column, U-shaped cold-rolled forming section combination beam, encased steel plate-combined concrete shear wall, angle steel, high-strength bolt, to drawing high strength bolt, peg.The angle steel is connected on substructure, steel core concrete column and U-shaped cold-rolled forming section combination beam by high-strength bolt；Encased steel plate-the combined concrete shear wall is embedded into lower portion and by the Bolted angle connection to drawing high strength bolt and surrounding, forms Lateral Resistant System；The U-shaped cold-rolled forming section combination beam is connected by welding, bolt or bolt-weld joint mode with steel core concrete column.The anti-dynamometry system high capacity, anti-side rigidity is big, anti-seismic performance is good, using prefabricated construction, have broad application prospects.
Description
Technical field
The present invention relates to Structural Engineering field, more particularly to Aseismic Structure System field.
Background technology
Steel core concrete column is due to excellent with high capacity, good anti-seismic performance, making and easy construction, fire resistance
The features such as good, overall economic efficiency is good, is widely used in the every field of civil engineering in recent years.U-shaped cold-rolled forming section combination
Beam is a kind of novel compositions beam, the weld stud connector on U-shaped cold-rolled forming section base plate and the edge of a wing, is poured in it and above mixed
Solidifying soil forms combination beam, and U-shaped cold-rolled forming section combination beam has easy to process, reasonable stress, resistance to overturning and local stability
The advantages of good.High-rise and high-rise building is more and more at present, and the shockproof requirements to structure are also improved therewith, in this kind of building
In, more use shear wall structure.At the same time, China advocates building work energetically, and assembled combining structure has section
Can environmental protection, speed of application is fast, the advantages of industrialization degree is high, adapts to the development of China's building trade.Therefore, concrete filled steel tube
Post, U-shaped cold-rolled forming section combination beam, encased steel plate-combined concrete shear wall are combined and will helped using prefabrication and assembly construction
Application in fabricated construction in executive information systems.
The content of the invention
It is an object of the invention to solve above-mentioned technical problem, it is proposed that a kind of group frame-embedded faced wall anti-side
Power system, the Lateral Resistant System forms framework, and embedded Covered with Angles using steel core concrete column and U-shaped cold-rolled forming section combination beam
Plate-combined concrete shear wall increases anti-side rigidity.Encased steel plate-combined concrete shear wall light plate scene passes through bolt
It is connected with framework with angle steel, and casting concrete forms compound shear wall.The Lateral Resistant System has high capacity, anti-side rigidity
Greatly, the advantages of speed of application is fast.
Technical scheme is as follows：
A kind of group frame-embedded faced wall Lateral Resistant System, it is characterised in that：Its Lateral Resistant System includes steel pipe
It is concrete column, U-shaped cold-rolled forming section combination beam, encased steel plate-combined concrete shear wall, angle steel, high-strength bolt, strong to drawing high
Bolt, peg.Angle steel is connected on substructure, steel core concrete column and U-shaped cold-rolled forming section combination beam by high-strength bolt；Outward
Steel plated-combined concrete shear wall forms Lateral Resistant System by the Bolted angle connection to drawing high strength bolt and surrounding.It is U-shaped cold
Curved steel combination beam is connected by welding, bolt or bolt-weld joint mode with steel core concrete column.In U-shaped cold-rolled forming section combination beam
Peg is welded with shaped steel, and casting concrete forms combination beam.Steel core concrete column and encased steel plate-combined concrete shear
Peg is welded with the steel plate of wall, it is ensured that concrete and steel cooperate.
The present invention has following effective effect：
1. steel core concrete column and U-shaped clod wash assembled beam frame, and embedded encased steel plate-combined concrete shear are used
Wall forms Lateral Resistant System, structure is had bearing capacity and anti-side rigidity very high, and anti-seismic performance well.
2. encased steel plate-combined concrete shear wall light plate has framework to connect by angle steel, and steel plate serves as in template and pours
Concrete forms compound shear wall, easy construction.
3.U type cold-rolled forming section combination beams are formed using U-shaped cold-rolled forming section casting concrete, take full advantage of the tension of steel
With the compressive property of concrete, bending resistance, shearing strength be high, good stability.
4.U type cold-rolled forming section combination beam Shaped Steels are formed by steel plate cold bending, easy to process, without welding.
The group frame-embedded faced wall Lateral Resistant System high capacity, anti-side rigidity is big, and anti-seismic performance is good, can use
In high-rise and super-high building structure, it is easy to prefabricated construction, speed of application is fast, and construction quality is high.
Brief description of the drawings
Fig. 1 is Lateral Resistant System schematic diagram of the invention.
Fig. 2 is frame structure elevation of the invention.
Fig. 3 is A-A and B-B profiles of the invention.
In figure：1-steel core concrete column, 2-U-shaped cold-rolled forming section combination beam, 3-encased steel plate-combined concrete shear
Wall, 4-angle steel, 5-high-strength bolt, 6-to drawing high strength bolt, 7-peg.
Specific embodiment
Below in conjunction with accompanying drawing, the present invention is described in further detail.
As shown in drawings, the present invention is a kind of group frame-embedded faced wall Lateral Resistant System, by concrete filled steel tube
Post, U-shaped cold-rolled forming section combination beam, encased steel plate-combined concrete shear wall, angle steel, high-strength bolt, to drawing high strength bolt, bolt
Nail composition.Its linkage editor is as follows：
Prefabrication：
A. all parts of precast frame in the factory：In steel core concrete column 1 in steel pipe, U-shaped cold-rolled forming section combination beam 2
Shaped steel, the light plate of encased steel plate-combined concrete shear wall 3, angle steel 4, and open circular hole in relevant position；
B. the screw rod of high-strength bolt 5 is welded in steel core concrete column 1 on steel pipe in factory, facilitates in-site installation；
Assembled in situ：
B. installing concrete filled steel tube column 1；
D. angle steel 4 is installed in substructure and two side columns by high-strength bolt 5, and by draw high strength bolt 6 with
The light plate of encased steel plate-combined concrete shear wall 3 is connected, and to casting concrete between two blocks of steel plates；
E. the U-shaped Shaped Steel of cold-rolled forming section combination beam 2 is connected with steel core concrete column 1；
F. angle steel 4 is connected with the U-shaped Shaped Steel of cold-rolled forming section combination beam 2 and encased steel plate-combined concrete shear wall 3；
The invention provides a kind of group frame-embedded faced wall Lateral Resistant System, high capacity, anti-side rigidity be big,
Design and construction are convenient, can be used in high-rise and super-high building structure, it is possible to increase the shock resistance of structure, are easy to assembling to apply
Work, has broad application prospects.
Claims (5)
1. a kind of group frame-embedded faced wall Lateral Resistant System, it is characterised in that：Its Lateral Resistant System is mixed including steel pipe
Solidifying earth pillar 1, U-shaped cold-rolled forming section combination beam 2, encased steel plate-combined concrete shear wall 3, angle steel 4, high-strength bolt 5, to drawing high
Strength bolt 6, peg 7.Angle steel 4 is connected to substructure, steel core concrete column 1 and U-shaped cold-rolled forming section and combines by high-strength bolt 5
On beam 2；Encased steel plate-combined concrete shear wall 3 is connected by drawing high strength bolt 6 with the angle steel 4 of surrounding, forms anti-side
Power system.U-shaped cold-rolled forming section combination beam 2 is connected by welding, bolt or bolt-weld joint mode with steel core concrete column 1.It is U-shaped cold
Peg 7 is welded with the Shaped Steel of curved steel combination beam 2, and casting concrete forms combination beam.Steel core concrete column 1 and Covered with Angles
Peg 7 is welded with the steel plate of plate-combined concrete shear wall 3, it is ensured that concrete and steel cooperate.
2. group frame according to claim 1-embedded faced wall Lateral Resistant System, it is characterised in that：The outsourcing
Steel plate-combined concrete shear wall 3 is formed by casting concrete between two blocks of steel plates, and shear resistance capacity is high, and energy-dissipating property is good.
3. group frame according to claim 1-embedded faced wall Lateral Resistant System, it is characterised in that：It is described U-shaped
Cold-rolled forming section combination beam formed using U-shaped cold-rolled forming section and casting concrete, takes full advantage of the tension and concrete of steel
Compressive property, bending resistance, shearing strength are high, good stability, wherein U-shaped cold-rolled forming section is formed by steel plate cold bending, it is easy to process, without
Welding.
4. group frame according to claim 1-embedded faced wall Lateral Resistant System, it is characterised in that：The outsourcing
Steel plate-combined concrete shear wall 3 is connected by angle steel 4 with framework, forms Lateral Resistant System.
5. group frame according to claim 1-embedded faced wall Lateral Resistant System, it is characterised in that：The steel pipe
The cross-sectional form of concrete column 1 is rectangle, circular or polygon.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710207988.2A CN106836492A (en) | 2017-03-31 | 2017-03-31 | A kind of group frame-embedded faced wall Lateral Resistant System |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710207988.2A CN106836492A (en) | 2017-03-31 | 2017-03-31 | A kind of group frame-embedded faced wall Lateral Resistant System |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106836492A true CN106836492A (en) | 2017-06-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710207988.2A Pending CN106836492A (en) | 2017-03-31 | 2017-03-31 | A kind of group frame-embedded faced wall Lateral Resistant System |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107152083A (en) * | 2017-07-24 | 2017-09-12 | 湖南新能匠材料厂 | Concrete-filled steel tube truss building and its construction method |
| CN108678485A (en) * | 2018-05-24 | 2018-10-19 | 上海史狄尔建筑减震科技有限公司 | A kind of difunctional corrugated steel board wall of load-bearing energy consumption |
| CN108894362A (en) * | 2018-07-23 | 2018-11-27 | 西安理工大学 | Assembled grating type thin-walled steel plate regeneration concrete compound shear wall and assembly method |
| CN108952285A (en) * | 2018-08-21 | 2018-12-07 | 广州大学 | A kind of steel plate concrete assembled wall board anti-side energy-consuming device for modular architectural |
| WO2019037472A1 (en) * | 2017-08-21 | 2019-02-28 | 深圳市亚泰国际建设股份有限公司 | Prefabricated building wall |
| CN109629669A (en) * | 2019-01-14 | 2019-04-16 | 重庆大学 | A kind of dual peacetime assembled dismountable steel structure system |
| WO2020019955A1 (en) * | 2018-07-24 | 2020-01-30 | 张春巍 | Assembled embedded damping interlayer double steel plate concrete composite shear wall and mounting method thereof |
| CN112376701A (en) * | 2020-11-25 | 2021-02-19 | 华南理工大学 | Bolt connecting structure of prefabricated steel plate concrete wall and steel pipe concrete column and construction method |
| CN115182610A (en) * | 2022-07-14 | 2022-10-14 | 上海民航新时代机场设计研究院有限公司 | Earthquake-resistant wall reinforced structure |
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| CN203066256U (en) * | 2013-01-23 | 2013-07-17 | 同济大学 | Split bolt connecting joint of H-type steel girder and rectangular pipe column by adopting angle steel at top and bottom |
| CN203808295U (en) * | 2014-04-04 | 2014-09-03 | 昆明理工大学 | Concrete-filled steel tube and double steel plate outer wrapped concrete combined shear wall |
| CN104912196A (en) * | 2015-06-15 | 2015-09-16 | 山东建筑大学 | Connection joint of concrete filled steel tubular column and enclosed U-shaped steel concrete composite beam |
| CN105317137A (en) * | 2015-10-14 | 2016-02-10 | 史世英 | Prefabricated wall, prefabricated wallboard, construction method of prefabricated wall and production method of prefabricated wallboard |
| CN105756189A (en) * | 2016-04-21 | 2016-07-13 | 广东省建筑设计研究院 | Assembly type frame-core tube structural system adopting all-steel-encased stress component |
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| CN203066256U (en) * | 2013-01-23 | 2013-07-17 | 同济大学 | Split bolt connecting joint of H-type steel girder and rectangular pipe column by adopting angle steel at top and bottom |
| CN203808295U (en) * | 2014-04-04 | 2014-09-03 | 昆明理工大学 | Concrete-filled steel tube and double steel plate outer wrapped concrete combined shear wall |
| CN104912196A (en) * | 2015-06-15 | 2015-09-16 | 山东建筑大学 | Connection joint of concrete filled steel tubular column and enclosed U-shaped steel concrete composite beam |
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Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107152083A (en) * | 2017-07-24 | 2017-09-12 | 湖南新能匠材料厂 | Concrete-filled steel tube truss building and its construction method |
| WO2019037472A1 (en) * | 2017-08-21 | 2019-02-28 | 深圳市亚泰国际建设股份有限公司 | Prefabricated building wall |
| CN108678485A (en) * | 2018-05-24 | 2018-10-19 | 上海史狄尔建筑减震科技有限公司 | A kind of difunctional corrugated steel board wall of load-bearing energy consumption |
| CN108894362A (en) * | 2018-07-23 | 2018-11-27 | 西安理工大学 | Assembled grating type thin-walled steel plate regeneration concrete compound shear wall and assembly method |
| CN108894362B (en) * | 2018-07-23 | 2020-05-22 | 西安理工大学 | Assembled grid type thin-wall steel plate recycled concrete combined shear wall and assembling method |
| WO2020019955A1 (en) * | 2018-07-24 | 2020-01-30 | 张春巍 | Assembled embedded damping interlayer double steel plate concrete composite shear wall and mounting method thereof |
| US10745912B2 (en) | 2018-07-24 | 2020-08-18 | Chunwei Zhang | Assembled double steel-concrete composite shear wall embedded with damping interlayer and method for mounting same |
| CN108952285A (en) * | 2018-08-21 | 2018-12-07 | 广州大学 | A kind of steel plate concrete assembled wall board anti-side energy-consuming device for modular architectural |
| CN108952285B (en) * | 2018-08-21 | 2023-12-05 | 广州大学 | Steel plate concrete combined wallboard side energy consumption resisting device for modularized building |
| CN109629669A (en) * | 2019-01-14 | 2019-04-16 | 重庆大学 | A kind of dual peacetime assembled dismountable steel structure system |
| CN112376701A (en) * | 2020-11-25 | 2021-02-19 | 华南理工大学 | Bolt connecting structure of prefabricated steel plate concrete wall and steel pipe concrete column and construction method |
| CN115182610A (en) * | 2022-07-14 | 2022-10-14 | 上海民航新时代机场设计研究院有限公司 | Earthquake-resistant wall reinforced structure |
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Application publication date: 20170613 |
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