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 PDF

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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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CN
China
Prior art keywords
steel
forming section
resistant system
lateral resistant
embedded
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.)
Pending
Application number
CN201710207988.2A
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Chinese (zh)
Inventor
王宇航
邓锐
聂鑫
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Chongqing University
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Chongqing University
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Chongqing University filed Critical Chongqing University
Priority to CN201710207988.2A priority Critical patent/CN106836492A/en
Publication of CN106836492A publication Critical patent/CN106836492A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/30Structures 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/58Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
    • E04B2/60Load-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

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

A kind of group frame-embedded faced wall Lateral Resistant System
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.
CN201710207988.2A 2017-03-31 2017-03-31 A kind of group frame-embedded faced wall Lateral Resistant System Pending CN106836492A (en)

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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Cited By (4)

* Cited by examiner, † Cited by third party
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
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
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
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

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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

Cited By (6)

* Cited by examiner, † Cited by third party
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
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

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Application publication date: 20170613