CN106088401A - A kind of assembled light steel frame insulation anti-side panel structure being applicable to villages and small towns multi-storey building and the practice - Google Patents
A kind of assembled light steel frame insulation anti-side panel structure being applicable to villages and small towns multi-storey building and the practice Download PDFInfo
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- CN106088401A CN106088401A CN201610460899.4A CN201610460899A CN106088401A CN 106088401 A CN106088401 A CN 106088401A CN 201610460899 A CN201610460899 A CN 201610460899A CN 106088401 A CN106088401 A CN 106088401A
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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
- 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
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
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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
- 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
- E04B2/562—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with fillings between the load-bearing elongated members
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Abstract
The present invention relates to a kind of assembled light steel frame being applicable to villages and small towns multi-storey building exterior wall insulation anti-side panel structure and the practice, this structure is made up of insulate against sound combined wall board, the square steel tube concrete beam of band wing plate, the concrete-filled steel square tubular column of band wing plate, bean column node connecting plate, high-strength bolt, the peg of concrete filled steel tube top surface of the beam of light thermal-insulation.Structural seismic performance of the present invention is better than common village-town house structure, defines the system possessing twice anti-vibration defense lines, and final destruction belongs to ductile fracture, it is to avoid cause whole system to be collapsed because of part-structure or component damage.Assembled light steel frame of the present invention insulation anti-side panel structure; wallboard and light steel frame are connected firmly, good integrity; assembling is simple and the duration is short; new building waste is not produced during construction; meet the requirement of energy-saving and environmental protection; also comply with the requirement of housing industrialization, scale, apply to a kind of new structure of current villages and small towns low-rise building earthquake-proof energy-saving assembling integration.
Description
Technical field
The present invention relates to a kind of assembled light steel frame-insulation anti-side panel structure being applicable to villages and small towns multi-storey building exterior wall
And the practice, belong to construction engineering technical field.
Background technology
China rural area is wide, populous, and most country building are in earthquake region.Owing to lacking the antidetonation knowledge of system
With build process, these country building can not meet basic shockproof requirements mostly.In Wenchuan earthquake with Yaan earthquake, room, villages and small towns
Room destroys serious, causes substantial amounts of casualties and property loss, and its immediate cause is house collapse.Visible, rural house
The present situation of poor seismic behavior needs change badly.Additionally, China's rural house exterior wall thermal property is poor, heating energy consumption is higher, be suitable to not
The most extremely lack with the economical and practical power-saving technology of region village-town house.The regional antidetonation of research and development, energy-saving village-town house knot
Structure system, improves people's living conditions, makes village-town house turn the new growing point pulling domestic demand into, has highly important existing
Sincere justice.
Additionally, the advantages such as assembled-type house is just low with its energy consumption, it is little to pollute, construction fast, precision height are big at housing industrialization
Tide plays the effect do not replaced.But, the development of villages and small towns housing is the most slowly.And China's steel in recent years
Ferrum industry excess production capacity, demand reduce, go warehousing pressure very big, and develop assembled village-town house carrying for problem above
Go out a new solution.Research and development low cost, low energy consumption, low layer structure with assembled lightweight steel village-town house that anti-seismic performance is good
System, forms industrialization, standardization, modular quick assembling technology, not only contributes to the strategy implementation of housing industrialization, and
And can alleviate Traditional Agricultural room because excessively baking bricks, adopt sand and destruction that environment is brought, thus there is huge economic benefit, society
Can benefit and environmental benefit.
Summary of the invention
It is an object of the invention to provide a kind of assembled light steel frame-insulation anti-side wall being applicable to villages and small towns multi-storey building
Plate structure and the practice, to solve traditional village and town houses poor seismic behavior, energy consumption is higher, be unfavorable for the problems such as industrialization.
For achieving the above object, the present invention adopts the following technical scheme that
A kind of assembled light steel frame-insulation anti-side panel structure being applicable to villages and small towns multi-storey building exterior wall, this structure bag
Include light thermal-insulation sound insulation combined wall board (1), the square steel tube concrete beam (2) of band wing plate, the concrete-filled steel square tubular column of band wing plate
(3), the peg (6) of bean column node connecting plate (4), high-strength bolt (5), concrete filled steel tube top surface of the beam；
Light thermal-insulation sound insulation combined wall board (1) is arranged between the wing plate of concrete-filled steel square tubular column (3) of two band wing plates；
Square steel tube concrete beam (2) with wing plate is arranged on light thermal-insulation sound insulation combined wall board (1) top, and is arranged on two band wing plates
Concrete-filled steel square tubular column (3) between；Bean column node connecting plate (4) by high-strength bolt (5) and square steel tube concrete beam (2),
Concrete-filled steel square tubular column (3) with wing plate is connected；Square steel tube concrete beam (2) with wing plate be vertically provided with steel
The peg (6) of pipe concrete top surface of the beam.Light thermal-insulation sound insulation combined wall board (1) direction vertical with metope is by two band wing plates
Two the wing plate constraints of the homonymy of concrete-filled steel square tubular column (3), along wall in-plane by the concrete-filled steel square tubular column of two band wing plates
(3) the concrete-filled steel square tubular column constraint of both sides, insulates against sound combined wall board (1) and the square steel of band wing plate at light thermal-insulation during assembling construction
Pipe concrete column uses binding paste filleting between (3), makes light thermal-insulation sound insulation combined wall board (1) and concrete-filled steel square tubular column (3)
It is combined into an entirety, shared horizontal earthquake action.
By being arranged on the wing plate of steel core concrete column (3) side of band wing plate, can insulate against sound multiple by operative constraint light thermal-insulation
Close the displacement in the outer direction of plane of wallboard (1) two ends, left and right, by being arranged on the wing plate of steel tube concrete beam (2) bottom surface, can have
Effect constraint light thermal-insulation sound insulation combined wall board (1) upper end, in the displacement in the outer direction of plane, adds the steel core concrete column of band wing plate
(3) bond with grouting material between side and light thermal-insulation sound insulation combined wall board (1), make light thermal-insulation sound insulation combined wall board (1) with
The beam of periphery, post are reliably connected, and form entirety, play light steel frame and the respective advantage of wallboard, and shared horizontal earthquake is made
With, form the structural system of good seismic performance.
Described light thermal-insulation sound insulation combined wall board (1) is the main anti-of assembled light steel frame-insulation anti-side panel structure
Side member, is made by the steel wire foamed concrete of extexine and the granular polystyrene plate of internal layer, thickness be 90mm～
190mm.Inside is provided with clad steel silk screen altogether, and steel wire diameter is 4～6mm, and spacing is 80～100mm.The sound insulation of this light thermal-insulation is multiple
Close between the two panels wing plate that wallboard is placed in concrete-filled steel square tubular column the same side, retrained by two wing plates with metope vertical direction,
This combined wall board upper end is retrained by the wing plate at the bottom of square steel tube concrete beam beam, on this basis, and light thermal-insulation sound insulation combined wall board
(1) gap is by grouting material filleting and between the concrete-filled steel square tubular column (3) of band wing plate, makes light thermal-insulation sound insulation combined wall board (1)
It is combined into an entirety, shared horizontal earthquake action with the concrete-filled steel square tubular column (3) of band wing plate.Light thermal-insulation insulates against sound
Combined wall board (1) thickness is 90mm～190mm, and light thermal-insulation sound insulation combined wall board (1) is divided into three layers from inside to outside: foaming coagulation
Soil internal surface layer, granular polystyrene mortar central layer, foamed concrete outer coversheet, double-layer high-strength steel wire is joined in centre.
The bottom of the square steel tube concrete beam (2) of described band wing plate is provided with Double-wing-plate, the Concrete-Filled Square Steel Tube of band wing plate
The position being positioned at architecture enclosing on beam (2) arranges vertical single wing plate, arranges peg (6) at back, and the square steel tube of band wing plate mixes
Square steel tube and three wing plates of solidifying Tu Liang (2) at the disposable hot-roll forming of factory, wing plate with the rolling of square steel tube junction knuckle are
Circular arc transition, it is to avoid stress is concentrated, and globality is preferable.Double-wing-plate under beam has two functions: first can increase square steel tube mixes
Solidifying Tu Liang rigidity under vertical load and anti-bending bearing capacity, second, can insulate against sound combined wall board (1) to the light thermal-insulation under beam
Deformity out of plane plays effective effect of contraction.Single wing plate on beam can operative constraint concrete floor；Peg (6) energy of back
Effectively prevent cast-in-place concrete floor slip relative with the steel tube concrete beam of band wing plate (2).
The square steel tube of the concrete-filled steel square tubular column (3) of described band wing plate rolls at factory's disposable thermal with each side wing plate
Type, wing plate is circular arc transition with the rolling of square steel tube junction knuckle, it is to avoid stress is concentrated, and globality is preferable.Steel with wing plate
The cross section of pipe concrete column (3) is square, and the length of side is 100～200mm, and wall thickness is 4mm～8mm, wing plate thickness and square steel tube
Wall thickness is identical, and extension elongation is 40mm～60mm, and wing plate only has the side of wallboard to arrange at shaft, two wing plates in post the same side
Clear spacing insulates against sound than light thermal-insulation big 5mm～8mm of thickness of combined wall board (1).This wing plate has two functions: first, it is possible to increase
Concrete-filled steel square tubular column body of wall rigidity planar and anti-bending bearing capacity, second, wing plate can effectively light thermal-insulation every
Sound combined wall board (1) is mounted in light steel frame, adds the cementation of grouting material, makes light thermal-insulation sound insulation combined wall board (1)
Become an entirety with the concrete-filled steel square tubular column (3) of band wing plate, jointly resist horizontal earthquake action.
Described bean column node connecting plate (4) is by high-strength bolt (5) and square steel tube concrete beam (2) and the side of band wing plate
Steel core concrete column (3) connects respectively, and the thickness of bean column node connecting plate (4) is than the concrete-filled steel square tubular column (3) of band wing plate
Many 2mm～4mm of wall thickness of square steel tube；Bean column node connecting plate (4) lower end is flat with square steel tube concrete beam (2) bottom of band wing plate
Together, upper end and square steel tube concrete beam (2) back of band wing plate are with high or higher 10mm than back, and material is Q345 steel.
Described top surface of the beam peg (6), sets together along back center line, and level interval is 80～150mm, during construction floor with
Concrete floor is integrated poured.
The square steel tube concrete beam (2) of described band wing plate and the square steel tube chamber of the concrete-filled steel square tubular column (3) of band wing plate
Inside pour normal concrete or regeneration concrete, when for regeneration concrete, replace for standard with coarse aggregate Replacement rate, take
For rate less than 30%.
The present invention relates to a kind of assembled light steel frame-insulation anti-side panel structure being applicable to villages and small towns multi-storey building exterior wall
And the practice, its concrete practice is following (as shown in Figure 3):
The first step: the band wing plate of the hot-roll forming that is prefabricated in the factory, the quadrate steel pipe column of interior filling concrete and square steel tube beam, processing
Time first burn-on in one end of quadrate steel pipe column and square steel tube beam and wait steel plate, simultaneously a design bolt hole position penetrate isodiametric,
Twining the plain bar of plastic foil, the other end at quadrate steel pipe column and square steel tube beam such as is also burn-on at the steel plate, and steel plate stays pouring hole,
Interior filling pea gravel concreten or regeneration pea gravel concreten.After concrete reaches design strength, extract plain bar out, form bolt
Hole.
Second step: the quadrate steel pipe column of the band wing plate of hot-roll forming, interior filling concrete is assemblied in basis according to design attitude
On, the post clear spacing preferably ratio horizontal length many 5～10mm of light thermal-insulation sound insulation wallboard, typically it is advisable with 1500～2500mm.
3rd step: by the prefabricated light thermal-insulation completed sound insulation wallboard two ends compoiste adhering slurry, slip into the most from top to bottom
In the wing plate of the concrete-filled steel square tubular column of both sides, wallboard and quadrate steel pipe column connecting portion use grouting material filleting floating, strengthen it
Adhesive property.
4th step: the concrete-filled steel square tubular column of prefabricated bean column node connecting plate Yu band wing plate is pressed design attitude location,
After bolt aligned, connect with high-strength bolt.Again by prefabricated band wing plate and peg, interior filling concrete square steel tube beam from upper
Slip between the concrete-filled steel square tubular column of both sides under and, between square steel tube concrete beam and bean column node connecting plate, also use high-strength spiral shell
Tether and connect.
5th step: after the light steel frame shaping that square steel tube concrete beam, post are formed, then require construction building according to design
Plate.Finally according to the heat preservation energy-saving standard of house location, at exterior wall composite base in the insulation of performance, sound insulation, barrier material,
Formed and integrate light steel, light wall, energy-conservation, the fabricated construction of antidetonation.
Compared with prior art, the assembled light steel frame of the present invention-insulation anti-side panel structure is applicable to villages and small towns multilamellar
Residence outer wall, has the advantage that
(1) industrialized level is high.The present invention comprises novel concrete-filled steel square tubular column, square steel tube concrete beam is factory
Large-scale production, produces precision height, stable performance, saving resource, convenient transport, is advantageously implemented housing industrialization.
(2) standardization level is high.The concrete-filled steel square tubular column cross section comprising wing plate is divided into yi word pattern, T-shaped, L-type and cross
Type, corresponding, according to the present invention propose prefabricated components manufacture method factory according to unified specification, structure make
The components such as post, beam, node connecting plate.
(3) earthquake-proof energy-saving integration.What the present invention comprised light steel, light wall construction from heavy and light, compared with traditional structure
The seismic shear undertaken under identical earthquake intensity is little；And light steel frame and energy-saving, sound-proof anti-side wallboard collaborative work, formed
Multiple seismic-proof, anti seismic efficiency is obvious.Regenerated aggregate concrete can be irrigated in square steel tube beam, post, foamed concrete can be mixed
Enter mine tailing, belong to the recycling of the resource to building waste, industrial refuse.
(4) transport, easy for installation.The prefabricated components that present invention comprises are lightweight, and volume is little, easy transportation and installation.
(5) substantially reduce job site workload, accelerating construction progress, and substantially realize no waste mine.Use the present invention
Assembled light steel frame-insulation anti-side the panel structure proposed can be prevented effectively from or reduce reinforced bar engineering, form work engineering, concrete
Engineering and plastering engineering etc., economize on resources, save artificial, reduce administration fee use, reduce building waste, noise etc. that construction brings
Environmental pollution, and guarantee construction quality.
Accompanying drawing explanation
Fig. 1 is the vertical of a kind of assembled light steel frame-insulation anti-side panel structure being applicable to villages and small towns multi-storey building exterior wall
Body schematic diagram；
Fig. 2 is the concrete-filled steel square tubular column horizontal sectional view with Light trabs of band wing plate；
Fig. 3 is the assemble flow schematic diagram of assembled light steel frame-insulation anti-side panel structure.
In figure: 1, light thermal-insulation sound insulation combined wall board, 2, the square steel tube concrete beam of band wing plate, 3, the square steel tube of band wing plate
Concrete column, 4, bean column node connecting plate, 5, high-strength bolt, 6, the peg of concrete filled steel tube top surface of the beam.
Detailed description of the invention
Below in conjunction with specific embodiment, the present invention will be further described.
As it is shown in figure 1, a kind of assembled light steel frame-insulation anti-side wallboard knot being applicable to villages and small towns multi-storey building exterior wall
Structure, this structure includes light thermal-insulation sound insulation combined wall board (1), the square steel tube concrete beam (2) of band wing plate, the square steel tube of band wing plate
Concrete column (3), bean column node connecting plate (4), shank of bolt (5), the peg (6) of concrete filled steel tube top surface of the beam, floor.Lightweight is protected
Granular polystyrene in temperature sound insulation wallboard can be designed based on heat-insulating property.Internal layer granular polystyrene plate, outer layer foamed concrete face
Layer, in join double-layer high-strength steel wire the unit weight of light thermal-insulation sound insulation wallboard can as little as 10～12kN/m3, comprcssive strength about 5～
10MPa.Square steel tube concrete beam, post wing plate under the effect of binding paste filleting, and light thermal-insulation sound insulation combined wall board is even
Connect closely, form entirety, cooperative bearing.When bearing horizontal earthquake action, because body of wall horizontal rigidity is much larger than post, can hold
Limited the sidesway of steel core concrete column by the horizontal earthquake action initial stage, significantly delay steel pipe column to be occurred by second-order effects time curved；
The Light trabs with some strength can make wing plate deform with beam, the wing plate extruding of post, friction, rise under horizontal earthquake action
Effect to certain earthquake energy；After wall damage, steel core concrete column may continue to carrying, even if under macroseism,
The destruction of the steel core concrete column with wing plate along with local concrete conquassation, steel plate local bulge, is surrendered, is torn, final
Destruction is a kind of ductile fracture, thus defines the structure possessing twice anti-vibration defense lines, it is to avoid because of part-structure or component damage
And cause whole system to be collapsed.Use assembled of the present invention light steel frame-insulation anti-side panel structure, wallboard and light steel
Framework is connected firmly, good integrity, and assembling is simple and the duration is short, does not produce new building waste, meet energy-conservation, ring during construction
The requirement protected, also complies with the requirement of housing industrialization, scale, applies to current villages and small towns low-rise building earthquake-proof energy-saving assembling one
A kind of new structure of body.
Being above an exemplary embodiments of the present invention, the enforcement of the present invention is not limited to this.
Claims (9)
1. the assembled light steel frame-insulation anti-side panel structure being applicable to villages and small towns multi-storey building exterior wall, it is characterised in that:
This structure includes that light thermal-insulation sound insulation combined wall board (1), the square steel tube concrete beam (2) of band wing plate, the square steel tube of band wing plate mix
Solidifying earth pillar (3), bean column node connecting plate (4), high-strength bolt (5), the peg (6) of concrete filled steel tube top surface of the beam；
Light thermal-insulation sound insulation combined wall board (1) is arranged between the wing plate of concrete-filled steel square tubular column (3) of two band wing plates；Winged
The square steel tube concrete beam (2) of plate is arranged on light thermal-insulation sound insulation combined wall board (1) top, and is arranged on the side of two band wing plates
Between steel core concrete column (3)；Bean column node connecting plate (4) is by high-strength bolt (5) and square steel tube concrete beam (2), winged
The concrete-filled steel square tubular column (3) of plate is connected；The steel pipe that is vertically provided with of the square steel tube concrete beam (2) with wing plate mixes
The peg (6) of solidifying soil top surface of the beam；Light thermal-insulation sound insulation combined wall board (1) direction vertical with metope is by the square steel of two band wing plates
Two the wing plate constraints of the homonymy of pipe concrete column (3), along wall in-plane by the concrete-filled steel square tubular column (3) two of two band wing plates
The concrete-filled steel square tubular column constraint of side, mixed at the insulate against sound square steel tube of combined wall board (1) and band wing plate of light thermal-insulation during assembling construction
Use binding paste filleting between solidifying earth pillar (3), make light thermal-insulation sound insulation combined wall board (1) and concrete-filled steel square tubular column (3) combine
Become an entirety, shared horizontal earthquake action.
A kind of assembled light steel frame-insulation anti-side being applicable to villages and small towns multi-storey building exterior wall the most according to claim 1
Panel structure, it is characterised in that: by being arranged on the wing plate of steel core concrete column (3) side of band wing plate, energy operative constraint is light
The displacement in the outer direction of plane of vacuum sound insulation combined wall board (1) two ends, left and right, by being arranged on steel tube concrete beam (2) bottom surface
Wing plate, can operative constraint light thermal-insulation sound insulation combined wall board (1) upper end in the displacement in the outer direction of plane, add the steel of band wing plate
Bond with grouting material between pipe concrete column (3) side and light thermal-insulation sound insulation combined wall board (1), make light thermal-insulation sound insulation compound
Wallboard (1) is reliably connected with beam, the post of periphery, forms entirety, plays light steel frame and the respective advantage of wallboard, shared water
Flat geological process, forms the structural system of good seismic performance.
A kind of assembled light steel frame-insulation anti-side being applicable to villages and small towns multi-storey building exterior wall the most according to claim 1
Panel structure, it is characterised in that: described light thermal-insulation sound insulation combined wall board (1) is assembled light steel frame-insulation anti-side wallboard
The main anti-side component of structure, is made by the steel wire foamed concrete of extexine and the granular polystyrene plate of internal layer, thickness
For 90mm～190mm；Inside is provided with clad steel silk screen altogether, and steel wire diameter is 4～6mm, and spacing is 80～100mm；This lightweight is protected
Temperature sound insulation combined wall board is placed between the two panels wing plate of concrete-filled steel square tubular column the same side, with metope vertical direction by two wings
Plate retrains, and this combined wall board upper end is retrained by the wing plate at the bottom of square steel tube concrete beam beam, and on this basis, light thermal-insulation sound insulation is multiple
Close gap between wallboard (1) and the concrete-filled steel square tubular column (3) of band wing plate and, by grouting material filleting, make light thermal-insulation sound insulation composite wall
The concrete-filled steel square tubular column (3) of plate (1) and band wing plate is combined into an entirety, shared horizontal earthquake action；Lightweight is protected
Temperature sound insulation combined wall board (1) thickness is 90mm～190mm, and light thermal-insulation sound insulation combined wall board (1) is divided into three layers from inside to outside: send out
Bubble concrete internal surface layer, granular polystyrene mortar central layer, foamed concrete outer coversheet, double-layer high-strength steel wire is joined in centre.
A kind of assembled light steel frame-insulation anti-side being applicable to villages and small towns multi-storey building exterior wall the most according to claim 1
Panel structure, it is characterised in that: the bottom of the square steel tube concrete beam (2) of described band wing plate is provided with Double-wing-plate, band wing plate
The position being positioned at architecture enclosing on square steel tube concrete beam (2) arranges vertical single wing plate, arranges peg (6), winged at back
The square steel tube of the square steel tube concrete beam (2) of plate and three wing plates are at the disposable hot-roll forming of factory, and wing plate is connected with square steel tube
Place's knuckle rolling is circular arc transition, it is to avoid stress is concentrated, and globality is preferable；Double-wing-plate under beam has two functions: first can
Increase square steel tube concrete beam rigidity under vertical load and anti-bending bearing capacity, second, the light thermal-insulation under beam can be insulated against sound
The deformity out of plane of combined wall board (1) plays effective effect of contraction；Single wing plate on beam can operative constraint concrete floor；Beam
The peg (6) on top can effectively prevent cast-in-place concrete floor slip relative with the steel tube concrete beam of band wing plate (2).
A kind of assembled light steel frame-insulation anti-side being applicable to villages and small towns multi-storey building exterior wall the most according to claim 1
Panel structure, it is characterised in that: the square steel tube of the concrete-filled steel square tubular column (3) of described band wing plate and each side wing plate are in factory
Disposable hot-roll forming, wing plate is circular arc transition with the rolling of square steel tube junction knuckle, it is to avoid stress is concentrated, and globality is relatively
Good；The cross section of the steel core concrete column (3) with wing plate is square, and the length of side is 100～200mm, and wall thickness is 4mm～8mm, wing plate
Thickness is identical with square steel tube wall thickness, and extension elongation is 40mm～60mm, and wing plate only has the side of wallboard to arrange at shaft, and post is same
The clear spacing of two wing plates in side insulates against sound than light thermal-insulation big 5mm～8mm of thickness of combined wall board (1)；This wing plate has two functions:
First, it is possible to increase concrete-filled steel square tubular column body of wall rigidity planar and anti-bending bearing capacity, second, wing plate can effective handle
Light thermal-insulation sound insulation combined wall board (1) is mounted in light steel frame, adds the cementation of grouting material, makes light thermal-insulation sound insulation multiple
The concrete-filled steel square tubular column (3) closing wallboard (1) and band wing plate becomes an entirety, jointly resists horizontal earthquake action.
A kind of assembled light steel frame-insulation anti-side being applicable to villages and small towns multi-storey building exterior wall the most according to claim 1
Panel structure, it is characterised in that: described bean column node connecting plate (4) is by high-strength bolt (5) and square steel tube concrete beam (2)
Connecting respectively with the concrete-filled steel square tubular column (3) of band wing plate, the thickness of bean column node connecting plate (4) mixes than the square steel tube of band wing plate
Many 2mm～4mm of wall thickness of the square steel tube of solidifying earth pillar (3)；Bean column node connecting plate (4) lower end and the Concrete-Filled Square Steel Tube of band wing plate
Beam (2) bottom is concordant, and upper end and square steel tube concrete beam (2) back of band wing plate are with high or higher 10mm than back, and material is
Q345 steel.
A kind of assembled light steel frame-insulation anti-side being applicable to villages and small towns multi-storey building exterior wall the most according to claim 1
Panel structure, it is characterised in that: described top surface of the beam peg (6), set together along back center line, level interval is 80～150mm,
Construction floor time integrated poured with concrete floor.
A kind of assembled light steel frame-insulation anti-side being applicable to villages and small towns multi-storey building exterior wall the most according to claim 1
Panel structure, it is characterised in that: the square steel tube concrete beam (2) of described band wing plate and the concrete-filled steel square tubular column of band wing plate
(3) square steel tube intracavity pours normal concrete or regeneration concrete, when for regeneration concrete, with coarse aggregate Replacement rate for mark
Standard replaces, and Replacement rate is less than 30%.
9. utilize that structure described in claim 1 carries out a kind of be applicable to villages and small towns multi-storey building exterior wall assembled light steel frame-
The insulation anti-side wallboard practice, it is characterised in that: the concrete practice of this practice is as follows,
The first step: the band wing plate of the hot-roll forming that is prefabricated in the factory, the quadrate steel pipe column of interior filling concrete and square steel tube beam, adds man-hour first
The steel plate such as burn-on in one end of quadrate steel pipe column and square steel tube beam, simultaneously a design bolt hole position penetrate isodiametric, twine and mould
The plain bar of material film, the other end at quadrate steel pipe column and square steel tube beam such as is also burn-on at the steel plate, and steel plate stays pouring hole, interior filling
Pea gravel concreten or regeneration pea gravel concreten；After concrete reaches design strength, extract plain bar out, form bolt hole；
Second step: on the basis of the quadrate steel pipe column of the band wing plate of hot-roll forming, interior filling concrete is assemblied according to design attitude, post
The clear spacing preferably ratio horizontal length many 5～10mm of light thermal-insulation sound insulation wallboard, is typically advisable with 1500～2500mm；
3rd step: by the prefabricated light thermal-insulation completed sound insulation wallboard two ends compoiste adhering slurry, slip into both sides the most from top to bottom
Concrete-filled steel square tubular column wing plate in, wallboard and quadrate steel pipe column connecting portion use grouting material filleting floating, strengthen its bonding
Performance；
4th step: the concrete-filled steel square tubular column of prefabricated bean column node connecting plate Yu band wing plate is pressed design attitude location, bolt
After aligned, connect with high-strength bolt；Again by prefabricated band wing plate and peg, interior filling concrete square steel tube beam from top to bottom
Slip between the concrete-filled steel square tubular column of both sides, between square steel tube concrete beam and bean column node connecting plate also with high-strength bolt even
Connect；
5th step: after the light steel frame shaping that square steel tube concrete beam, post are formed, then require construction floor according to design；?
Afterwards according to the heat preservation energy-saving standard of house location, at exterior wall composite base in the insulation of performance, sound insulation, barrier material, formed
Integrate light steel, light wall, energy-conservation, the fabricated construction of antidetonation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610460899.4A CN106088401B (en) | 2016-06-22 | 2016-06-22 | A kind of assembled light steel frame-heat preservation anti-side panel structure and the practice suitable for villages and small towns multi-storey building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201610460899.4A CN106088401B (en) | 2016-06-22 | 2016-06-22 | A kind of assembled light steel frame-heat preservation anti-side panel structure and the practice suitable for villages and small towns multi-storey building |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106436965A (en) * | 2016-12-08 | 2017-02-22 | 盐城工学院 | Light assembly type rammed earth wall |
| CN106592819A (en) * | 2016-12-30 | 2017-04-26 | 北京工业大学 | Multi-layer light-steel-frame-prefabricated wallboard structure with short-leg shear walls |
| CN108104310A (en) * | 2017-12-01 | 2018-06-01 | 沈阳建筑大学 | Assembled frame-shear structure column splitlevel connection structure and assembling method |
| CN109881824A (en) * | 2019-03-28 | 2019-06-14 | 南昌汇达知识产权有限公司 | A kind of heat insulation sound-proof light steel pours thin wall |
| CN114687598A (en) * | 2022-03-19 | 2022-07-01 | 北京工业大学 | Assembled ecological inner wall and groove-shaped foundation beam self-tapping nail cluster connecting structure and method |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH03158541A (en) * | 1989-11-15 | 1991-07-08 | Natl House Ind Co Ltd | Panel bracket |
| JP2004011377A (en) * | 2002-06-11 | 2004-01-15 | Ohbayashi Corp | Joint structure and joining method for steel-pipe column and steel-framed beam |
| CN101575874A (en) * | 2009-03-31 | 2009-11-11 | 周剑 | Novel steel frame type light steel villa |
| CN102444224A (en) * | 2011-10-31 | 2012-05-09 | 华南理工大学 | Concrete composite shear wall |
| CN103290952A (en) * | 2013-05-13 | 2013-09-11 | 东南大学 | Integrated assembled concrete frame and shear wall connection structure and construction method thereof |
| CN103883034A (en) * | 2014-03-14 | 2014-06-25 | 东南大学 | Assembled shear wall and wall-beam connecting structure with edge restraining component |
| CN104358315A (en) * | 2014-10-27 | 2015-02-18 | 戴文江 | Assembled house and mounting method thereof |
| CN204676697U (en) * | 2014-12-05 | 2015-09-30 | 北新集团建材股份有限公司 | A kind of steel structure frame of house |
-
2016
- 2016-06-22 CN CN201610460899.4A patent/CN106088401B/en not_active Expired - Fee Related
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH03158541A (en) * | 1989-11-15 | 1991-07-08 | Natl House Ind Co Ltd | Panel bracket |
| JP2004011377A (en) * | 2002-06-11 | 2004-01-15 | Ohbayashi Corp | Joint structure and joining method for steel-pipe column and steel-framed beam |
| CN101575874A (en) * | 2009-03-31 | 2009-11-11 | 周剑 | Novel steel frame type light steel villa |
| CN102444224A (en) * | 2011-10-31 | 2012-05-09 | 华南理工大学 | Concrete composite shear wall |
| CN103290952A (en) * | 2013-05-13 | 2013-09-11 | 东南大学 | Integrated assembled concrete frame and shear wall connection structure and construction method thereof |
| CN103883034A (en) * | 2014-03-14 | 2014-06-25 | 东南大学 | Assembled shear wall and wall-beam connecting structure with edge restraining component |
| CN104358315A (en) * | 2014-10-27 | 2015-02-18 | 戴文江 | Assembled house and mounting method thereof |
| CN204676697U (en) * | 2014-12-05 | 2015-09-30 | 北新集团建材股份有限公司 | A kind of steel structure frame of house |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106436965A (en) * | 2016-12-08 | 2017-02-22 | 盐城工学院 | Light assembly type rammed earth wall |
| CN106592819A (en) * | 2016-12-30 | 2017-04-26 | 北京工业大学 | Multi-layer light-steel-frame-prefabricated wallboard structure with short-leg shear walls |
| CN108104310A (en) * | 2017-12-01 | 2018-06-01 | 沈阳建筑大学 | Assembled frame-shear structure column splitlevel connection structure and assembling method |
| CN108104310B (en) * | 2017-12-01 | 2023-12-05 | 新疆中联建设工程有限公司 | Assembled frame shear structure column staggered connection structure and assembling method |
| CN109881824A (en) * | 2019-03-28 | 2019-06-14 | 南昌汇达知识产权有限公司 | A kind of heat insulation sound-proof light steel pours thin wall |
| CN109881824B (en) * | 2019-03-28 | 2021-06-25 | 山东金锐住宅工业科技有限公司 | Thin wall body is pour to heat preservation sound insulation lightweight steel |
| CN114687598A (en) * | 2022-03-19 | 2022-07-01 | 北京工业大学 | Assembled ecological inner wall and groove-shaped foundation beam self-tapping nail cluster connecting structure and method |
| CN114687598B (en) * | 2022-03-19 | 2024-04-12 | 北京工业大学 | Assembled ecological inner wall and groove-shaped foundation beam self-tapping screw block connection structure and construction method |
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| CN106088401B (en) | 2018-08-21 |
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