CN106245834B - A kind of composite curtain wall wallboard of band heat preservation and force transferring structure - Google Patents
A kind of composite curtain wall wallboard of band heat preservation and force transferring structure Download PDFInfo
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- CN106245834B CN106245834B CN201610880545.5A CN201610880545A CN106245834B CN 106245834 B CN106245834 B CN 106245834B CN 201610880545 A CN201610880545 A CN 201610880545A CN 106245834 B CN106245834 B CN 106245834B
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- rib frame
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- horizontal tension
- force transferring
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- 238000004321 preservation Methods 0.000 title claims abstract description 28
- 230000006835 compression Effects 0.000 claims abstract description 46
- 238000007906 compression Methods 0.000 claims abstract description 46
- 238000010008 shearing Methods 0.000 claims abstract description 20
- 238000010276 construction Methods 0.000 claims abstract description 13
- 239000003795 chemical substances by application Substances 0.000 claims description 44
- 229910000831 Steel Inorganic materials 0.000 claims description 32
- 239000010959 steel Substances 0.000 claims description 32
- 238000004873 anchoring Methods 0.000 claims description 26
- 230000003014 reinforcing effect Effects 0.000 claims description 19
- 150000001875 compounds Chemical class 0.000 claims description 5
- 210000003205 muscle Anatomy 0.000 claims description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 2
- 238000000034 method Methods 0.000 abstract description 13
- 230000005540 biological transmission Effects 0.000 abstract description 8
- 238000005265 energy consumption Methods 0.000 abstract description 5
- 230000002265 prevention Effects 0.000 abstract description 5
- 210000003195 fascia Anatomy 0.000 abstract 1
- 238000006073 displacement reaction Methods 0.000 description 24
- 239000010410 layer Substances 0.000 description 16
- 239000000463 material Substances 0.000 description 14
- 230000000694 effects Effects 0.000 description 12
- 230000004224 protection Effects 0.000 description 12
- 239000011150 reinforced concrete Substances 0.000 description 12
- 239000004567 concrete Substances 0.000 description 7
- 238000011065 in-situ storage Methods 0.000 description 7
- 239000012774 insulation material Substances 0.000 description 6
- 238000009413 insulation Methods 0.000 description 4
- 239000000203 mixture Substances 0.000 description 4
- 239000011505 plaster Substances 0.000 description 4
- NBGBEUITCPENLJ-UHFFFAOYSA-N Bunazosin hydrochloride Chemical compound Cl.C1CN(C(=O)CCC)CCCN1C1=NC(N)=C(C=C(OC)C(OC)=C2)C2=N1 NBGBEUITCPENLJ-UHFFFAOYSA-N 0.000 description 3
- 238000005266 casting Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 230000005484 gravity Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 239000010127 yangjing Substances 0.000 description 3
- RNFJDJUURJAICM-UHFFFAOYSA-N 2,2,4,4,6,6-hexaphenoxy-1,3,5-triaza-2$l^{5},4$l^{5},6$l^{5}-triphosphacyclohexa-1,3,5-triene Chemical compound N=1P(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP=1(OC=1C=CC=CC=1)OC1=CC=CC=C1 RNFJDJUURJAICM-UHFFFAOYSA-N 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 239000003063 flame retardant Substances 0.000 description 2
- 230000010354 integration Effects 0.000 description 2
- 239000011229 interlayer Substances 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
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Classifications
-
- 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
- E04B2/88—Curtain walls
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/78—Heat insulating elements
- E04B1/80—Heat insulating elements slab-shaped
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Acoustics & Sound (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention discloses a kind of composite curtain wall wallboard of band heat preservation and force transferring structure, including curtain wall panel, the back side of curtain wall panel is equipped with insulating layer and force transferring structure；Force transferring structure includes the rib frame at the back side for being set to curtain wall panel and the horizontal tension and compression part, horizontal tension and compression shearing-resistant member and the vertical support piece that are fixed on rib frame, rib frame includes horizontal ribs frame and vertical rib frame, and horizontal tension and compression part and horizontal tension and compression shearing-resistant member are the horizontal connectors for connecting rib frame and agent structure.Vertical support piece is to connect the vertical connector of rib frame and the agent structure.Solves contradiction between curtain wall power transmission, heat preservation, fire prevention three；Simplify process, ensures quality, reduce cost；Existing building reducing energy consumption, new building cast-in-place shear wall exterior sheathing, prefabricated " sandwich " Side fascia, keel structure prefabricated outer wall panel etc. can be widely used in；Meet fabricated construction architectural industrialization developing direction.
Description
Technical field
The present invention relates to a kind of building curtain wall wallboard more particularly to the composite curtain wall walls of a kind of band heat preservation and force transferring structure
Plate.
Background technology
According to the requirement of building energy conservation heat insulation, previous building mostly uses greatly the side of thin-coat plaster on the outside of wall outer patch insulating layer
Method, thin-coat plaster thickness are no more than 20mm.Start on May 1st, 2015 to execute implementation《Fire protection design of building regulation》(hereinafter referred to as
《Regulation》) 6.7.3 items regulation " when external wall is constituted with both sides wall without cavity compound insulation structure body using thermal insulation material,
The fire endurance of the structure should meet the pertinent regulations of this regulation；When the combustibility of thermal insulation material is B1, B2 grades, heat preservation
The wall of material both sides should use incombustible material and thickness is no less than 50mm "；6.7.7 item regulation " removes this specification 6.7.3
Item provide except in the case of, when the external thermal insulation system of building by this section provide use combustibility for B1, B2 grades when, should meet
Following regulation：1 except using B1 grade thermal insulation materials and building height no more than 24m public building or B1 grades of thermal insulation materials of use and
Outside residential housing of the building height no more than 27m, external wall is visited, the fire integrity of window is not lower than 0.50h ".
Fire integrity due to building upper common outer wall window at present cannot reach 0.50h, and previous wall outer patch is caused to be protected
The method of thin-coat plaster cannot meet on the outside of warm layer《Regulation》6.7.7 item, need thus according to《Regulation》6.7.3 the thinking of item
It takes measures to meet fire protection requirement, i.e., external protection thickness is not less than 50mm on the outside of insulating layer, forms usually signified " sandwich guarantor
Warm wall ".
Consider that building economy is applicable in, external protection is the incombustible material that thickness removes limit value 50mm, simultaneously because B1, B2
Grade thermal insulation material divides itself and exterior wall main body, and it is a kind of curtain wall knot that visible external protection is analyzed in terms of material and mechanical characteristic
Structure.The characteristics of curtain wall construction is to be influenced the bright sense of dilatation, curtain wall dilatation and exterior wall main body dilatation by circumstance of temperature difference
It is asynchronous, lead to the Relative sliding that parallel curtain wall plate face is generated between curtain wall and exterior wall main body.Existing common curtain wall and exterior wall master
The connection method of body largely uses earthquake, bending, gravity anchor pole and grid components, and " heat bridge " effect is apparent, building heat damage
It loses big, it is difficult to meet energy-saving heat preserving requirement.Therefore, it is badly in need of finding thickness not less than 50mm external protections (i.e. curtain wall) and exterior wall master
Body connects and the solution of heat preservation.
Invention content
The object of the present invention is to provide a kind of simplified process, ensure quality, the band heat preservation for reducing cost and force transferring structure
Composite curtain wall wallboard.
The purpose of the present invention is what is be achieved through the following technical solutions：
The composite curtain wall wallboard of the band heat preservation and force transferring structure of the present invention, including curtain wall panel, the back of the body of the curtain wall panel
Face is equipped with insulating layer and force transferring structure；
The force transferring structure includes that the rib frame at the back side for being set to curtain wall panel and the level being fixed on the rib frame are drawn
Casting die, horizontal tension and compression shearing-resistant member and vertical support piece, the rib frame include horizontal ribs frame and vertical rib frame, the horizontal tension and compression part
It is the horizontal connector for connecting rib frame and agent structure with horizontal tension and compression shearing-resistant member.
As seen from the above technical solution provided by the invention, band heat preservation provided in an embodiment of the present invention and force transferring structure
Composite curtain wall wallboard, solve curtain wall power transmission, heat preservation, fire prevention three between contradiction；Simplify process, ensure quality, reduce at
This；Existing building reducing energy consumption, new building cast-in-place shear wall exterior sheathing, prefabricated " sandwich " exterior wall can be widely used in
Plate, keel structure prefabricated outer wall panel etc.；Meet fabricated construction architectural industrialization developing direction.
Description of the drawings
Fig. 1 is the stereochemical structure signal of the composite curtain wall wallboard of band provided in an embodiment of the present invention heat preservation and force transferring structure
Figure；
Fig. 2 is the front view structure signal of the composite curtain wall wallboard of band provided in an embodiment of the present invention heat preservation and force transferring structure
Figure；
Fig. 3 is horizontal tension and compression part attachment structure schematic diagram in the embodiment of the present invention；
Fig. 4 is horizontal tension and compression shearing-resistant member attachment structure schematic diagram in the embodiment of the present invention；
Fig. 5 is vertical support piece attachment structure schematic diagram in the embodiment of the present invention.
In figure：
1 curtain wall panel, 2 insulating layers, 3 rib frames, 4 horizontal tension and compression shearing-resistant members, 5 horizontal tension and compression parts, 6 vertical support pieces, 7 bearings
Sleeve, 8 steel ties, 9 anchoring sleeves, 10 oblique pull reinforcing bars, 11 gusset plates, 12 agent structures, 13 outriggers.
Specific implementation mode
The embodiment of the present invention will be described in further detail below.
The composite curtain wall wallboard of the band heat preservation and force transferring structure of the present invention, preferable specific implementation mode are：
Including curtain wall panel, the back side of the curtain wall panel is equipped with insulating layer and force transferring structure；
The force transferring structure includes that the rib frame at the back side for being set to curtain wall panel and the level being fixed on the rib frame are drawn
Casting die, horizontal tension and compression shearing-resistant member and vertical support piece, the rib frame include horizontal ribs frame and vertical rib frame, the horizontal tension and compression part
It is the horizontal connector for connecting rib frame and agent structure with horizontal tension and compression shearing-resistant member.
The horizontal tension and compression part includes support base sleeve barrel, steel tie and the anchoring sleeve for stretching out the rib frame, the bearing
Sleeve is fixedly connected with the rib frame, and the steel tie passes through the hollow lumen of the support base sleeve barrel and anchoring sleeve by two
Sleeve connects top, and the both ends of the steel tie are fixedly connected on the non-end to top connection one end of two sleeves, institute
It states anchoring sleeve to be fixedly connected with the agent structure in subsequent construction, the support base sleeve barrel and anchoring sleeve connect top
The diameter of the hollow lumen of setting sliding gasket among contact surface, the support base sleeve barrel and anchoring sleeve is more than the steel tie
Diameter.
The horizontal tension and compression shearing-resistant member includes the oblique pull reinforcing bar and gusset plate set on the horizontal tension and compression part both sides, described oblique
It includes that left and right two oblique pull reinforcing bars are angularly arranged in pairs to draw reinforcing bar, extended line and the drawknot steel in the horizontal tension and compression part
The extended line of muscle intersects concurrent, and every oblique pull reinforcing bar one end is connected and fixed with the rib frame, and the other end is connect with the gusset plate
Fixed, the gusset plate is fixedly connected in subsequent construction with the agent structure.
The vertical support piece is to connect the vertical connector of rib frame and the agent structure, including stretch out rib frame bottom
The bolt in portion, entire composite curtain wall wallboard are shelved on by vertical support piece on the outrigger that the agent structure is stretched out.
The composite curtain wall wallboard of the band heat preservation and force transferring structure of the present invention, essential structure is made of three parts, first, curtain
Shingle nail, second is that insulating layer, three being force transferring structure.Curtain wall panel is the thin plate that the materials such as armored concrete, GRC make, thick
Degree and material selection meet fire prevention and the requirement of building exterior finish way；Insulating layer is to be placed in the thermal insulation materials such as EPS, XPS, PU
The back side of curtain wall panel, meets fire protection requirement, and thickness requires to determine according to energy-saving heat preserving；The effect of force transferring structure be undertake it is compound
The effects that curtain wall wallboard its own gravity load, wind load, earthquake load effect, and it is (main safely and effectively to pass to agent structure
Body structure refers to reinforced concrete shear wall, interlayer vertical keel, beam, column, dry wall internal lobe wallboard etc.), force transferring structure is main
By the rib frame and connection rib frame and the horizontal tension and compression part of main structure, horizontal tension and compression shearing-resistant member, vertical support piece at the curtain wall panel back side
Composition.The effect of rib frame is to form the skeleton of force transferring structure, and rib frame can be armored concrete identical with curtain wall panel, arrangement of reinforcement
The materials such as GRC can also be the other materials such as shaped steel.
According to curtain wall construction characteristic, consider that reducing " heat bridge " influences, curtain wall is connect with agent structure is applied in combination following companies
Fitting：Its horizontal pressure is simultaneously passed to master by 1, horizontal tension and compression part, the horizontal displacement of the vertical plate face of limitation composite curtain wall wallboard
Body structure, but the horizontal displacement and vertical displacement of the parallel plate face of composite curtain wall wallboard are not limited；2, horizontal tension and compression shearing-resistant member, limitation
Its horizontal pressure is simultaneously passed to agent structure by the horizontal displacement of the vertical plate face of composite curtain wall wallboard, limits composite curtain wall wallboard
Its horizontal force is simultaneously passed to agent structure by the horizontal displacement of parallel plate face, but does not limit the perpendicular of the parallel plate face of composite curtain wall wallboard
To displacement；Its vertical force is simultaneously passed to main body by 3, vertical support piece, the vertical displacement of the parallel plate face of limitation composite curtain wall wallboard
Structure, but the horizontal displacement of the horizontal displacement and parallel-plate face of the vertical plate face of composite curtain wall wallboard is not limited.Connector combines cloth
The characteristics of setting is that have to be reliably connected and under the premise of power transmission between curtain wall and agent structure, decontrols that limitation curtain wall is flexible to be become
Shape generates the extra rigid constraint of opposite agent structure displacement, ensures that safety partition uses.
Insulating layer is arranged at the back side of curtain wall panel and force transferring structure rib frame, the i.e. back side of curtain wall wallboard, forms integration
Composite curtain wall wallboard.To meet fire protection requirement, insulating layer do not burn on composite curtain wall wallboard periphery and the setting of hole periphery or
Sealing flame-retardant advantageously forms complete " sandwich heat preserving wall body ".
Invention advantage：
Advantage one provides the new method that curtain wall connect installation with main structure.The present invention is using rib frame as force transferring structure
Skeleton, connect horizontal tension and compression part, horizontal tension and compression shearing-resistant member, vertical support piece with agent structure by rib frame, the power transmission division of labor is bright
Really, connection is succinct reliable, has decontroled the extra rigid constraint that limitation curtain wall dilatation generates opposite agent structure displacement, has ensured
Safety partition uses.
Advantage two provides the new method that " sandwich heat preserving wall body " is formed using composite curtain wall wallboard.The present invention uses curtain
Wall wallboard back side covering and heat insulating layer generates horizontal tension and compression part, horizontal tension and compression shearing-resistant member and the vertical supporting number of packages of " heat bridge " effect
Amount less, contact area it is small, thermal loss is few, and since the setting of insulating layer periphery is not burnt or sealing flame-retardant, can be formed
Completely " sandwich heat preserving wall body ".
The present invention solves contradiction between curtain wall power transmission, heat preservation, fire prevention three；Simplify process, ensure quality, reduce at
This；Existing building reducing energy consumption, new building cast-in-place shear wall exterior sheathing, prefabricated " sandwich " exterior wall can be widely used in
Plate, keel structure prefabricated outer wall panel etc.；Meet fabricated construction architectural industrialization developing direction.
Specific embodiment：
Composite curtain wall wallboard with heat preservation and force transferring structure is as shown in Figure 1, 2, and essential structure is made of three parts, curtain wall
Panel 1, insulating layer 2, force transferring structure.
The present embodiment, curtain wall panel 1 select reinforced concrete thin plate, thickness 50mm；Insulating layer 2 selects B1 grades of EPS heat preservations
Plate.
Force transferring structure is as shown in Figure 1, 2, includes mainly：Rib frame 3, horizontal tension and compression part 5, horizontal tension and compression shearing-resistant member 4, vertical branch
Support member 6.Rib frame 3 selects Reinforced Concrete Materials identical with curtain wall panel 1.
Rib frame 3 is set to the back side of curtain wall panel 1, forms the skeleton of force transferring structure, and curtain has been collectively constituted with curtain wall panel 1
Wall wallboard.Rib frame 3 can improve mutual rigidity with the whole cloth muscle casting concrete of curtain wall panel 1.The arrangement of rib frame 3 is divided into level
Two kinds of rib frame and vertical rib frame.
Horizontal tension and compression part 5 is the horizontal connector for connecting rib frame 3 and agent structure, as shown in figure 3, by the branch of stretching rib frame
Cover for seat cylinder 7, steel tie 8 and 9 three parts of anchoring sleeve composition.Under wind load, the earthquake load the effects that, horizontal tension and compression part 5
Its horizontal pressure is simultaneously passed to agent structure by the horizontal displacement of the vertical plate face of limitation composite curtain wall wallboard, but is not limited compound
The horizontal displacement and vertical displacement of the parallel plate face of curtain wall wallboard.Support base sleeve barrel 7 is fixedly connected with rib frame 3, can be whole with rib frame 3
The Reinforced Concrete Materials or other materials that body pours.Steel tie 8 passes through the hollow tube of support base sleeve barrel 7 and anchoring sleeve 9
Two sleeves connect top, and steel tie end are fixedly connected on the non-end to top connection of two sleeves by chamber.Drawknot
Reinforcing bar 8 must assure that slenderness ratio, and the Relative sliding changing of the relative positions not constrain support base sleeve barrel 7 and 9 Yangjing andante face of anchoring sleeve is mark
It is accurate.Anchoring sleeve 9 is fixedly connected in subsequent construction with agent structure, material can select using armored concrete or other
Material, such as when agent structure is cast-in-situ steel reinforced concrete shear wall, anchoring sleeve 9 can be precast reinforced concrete structure,
In the form of the embedded part of agent structure, one is formed with the agent structure cast-in-situ steel reinforced concrete after solidification, to guarantee and main body
Structure is fixedly connected.Support base sleeve barrel 7 can realize the Relative sliding of parallel plate face with anchoring sleeve 9, due to support base sleeve barrel 7 and rib
Frame 3 is fixedly connected, anchoring sleeve 9 is fixedly connected with agent structure, that is, ensure that composite curtain wall wallboard exists relative to agent structure
The dilatation of parallel plate face and freely slide, in order to improve sliding ability, two can be with to pushing up branch sleeve contact surface centre
Setting sliding gasket.The size of support base sleeve barrel 7 and 9 hollow lumen of anchoring sleeve is covered by the diameter of steel tie 8 and two
The superposition amount of cylinder Relative sliding considers determination.
The concrete operating principle of horizontal tension and compression part 5 is：Composite curtain wall wallboard is vertical by being generated the effects that wind load, earthquake load
When the horizontal pressure force in straight panel face, the anchoring sleeve 9 to top connection is passed to by support base sleeve barrel 7 in the form of concentrated force, that is, is passed
The agent structure being fixedly connected with anchoring sleeve 9 is passed, while limiting the horizontal displacement of the vertical plate face of composite curtain wall wallboard；It is compound
When curtain wall wallboard is generated the horizontal pull of vertical plate face by the effects that wind load, earthquake load, by bearing in the form of concentrated force
Sleeve 7 passes to anchoring sleeve 9 by steel tie 8, that is, passes to the agent structure being fixedly connected with anchoring sleeve 9, simultaneously
Limit the horizontal displacement of the vertical plate face of composite curtain wall wallboard；Curtain wall wallboard is influenced to generate dilatation and main body knot by circumstance of temperature difference
Structure dilatation is asynchronous, and support base sleeve barrel 7 can realize parallel plate face Relative sliding with anchoring sleeve 9, ensure that composite curtain wall
Wallboard slides in the dilatation of parallel plate face and freely relative to agent structure, has reached that not limit composite curtain wall wallboard parallel
Level, vertical displacement and the purpose of deformation of plate face.
Horizontal tension and compression shearing-resistant member 4 is the horizontal connector for connecting rib frame 3 and agent structure, as shown in figure 4, by horizontal tension and compression
Part 5, oblique pull reinforcing bar 10 and 11 three parts of gusset plate composition.Oblique pull reinforcing bar 10 is angularly set in pairs by left and right two oblique pull reinforcing bars
It sets, the extended line of extended line and steel tie 8 in horizontal tension and compression part 5 intersects concurrent.Every 10 one end of oblique pull reinforcing bar and rib frame 3
It is connected and fixed, the other end is connected and fixed with gusset plate 11.Oblique pull reinforcing bar 10 must assure that slenderness ratio, not constrain support base sleeve barrel 7
The vertical Relative sliding changing of the relative positions with 9 Yangjing andante face of anchoring sleeve is standard.Gusset plate 11 is that one kind being fixedly connected with excessive component,
For connecting oblique pull reinforcing bar and agent structure, such as when agent structure is cast-in-situ steel reinforced concrete shear wall, gusset plate 11 is by water
Flat limb steel plate is made with the welding of vertical limb steel plate, and oblique pull reinforcing bar 10 is welded with horizontal limb steel plate, and vertical limb steel plate can be used as and set
It uses, can also be used as the fixedly connected part with agent structure in other ways in the embedded part plate of agent structure.
The concrete operating principle of horizontal tension and compression shearing-resistant member 4 is：Horizontal tension and compression part 5 in same level and oblique pull reinforcing bar
10 work together the horizontal force transmission mechanism of composition, are analyzed from Force principle, and horizontal tension and compression part 5 is a vertical hinge of this mechanism
Bar, oblique pull reinforcing bar 10 are two oblique toggles of this mechanism.Under wind load, the earthquake load the effects that, this mechanism plays parallel-plate
The horizontal tension and compression in face and shearing resistance effect, the horizontal displacement of the vertical plate face of limitation composite curtain wall wallboard simultaneously transmit its horizontal pressure
To agent structure, its horizontal force is simultaneously passed to agent structure by the horizontal displacement of the parallel plate face of limitation composite curtain wall wallboard.This machine
Structure does not limit the vertical displacement of the parallel plate face of composite curtain wall wallboard, and there are three aspects for reason, first, each toggle of this mechanism is located at together
In one horizontal plane, vertical displacement is not constrained in the in-plane that goes out of this horizontal plane by this horizontal force transmission mechanism；Second is that in this mechanism
Horizontal tension and compression part 5 in support base sleeve barrel 7 can realize the parallel vertical Relative sliding of plate face with anchoring sleeve 9, you can it is multiple to ensure
Curtain wall wallboard is closed to slide in the vertical dilatation of parallel plate face and freely relative to agent structure；Third, oblique rollering steel in this mechanism
Muscle 10 controls slenderness ratio, avoids, since to go out plane stiffness excessive for oblique pull reinforcing bar, causing to constrain support base sleeve barrel 7 and anchoring sleeve 9
The problem of vertical Relative sliding in Yangjing andante face.
Vertical support piece 6 is to connect the vertical connector of rib frame 3 and agent structure, stretches out rib frame bottom as shown in figure 5, selecting
The bolt in portion, composite curtain wall wallboard are shelved on by vertical support piece 6 on the outrigger 13 of the stretching of agent structure 12.In composite curtain wall
Under the effects that wallboard gravity load, the vertical displacement of the parallel plate face of the limitation composite curtain wall wallboard of vertical support piece 6 is simultaneously vertical by it
Power passes to agent structure, but does not limit the horizontal displacement of the horizontal displacement and parallel-plate face of the vertical plate face of composite curtain wall wallboard.
A part of the composite curtain wall wallboard with heat preservation and force transferring structure as external wall, use scope is extensive, mainly
Application direction enumerates as follows：
When agent structure is cast-in-situ steel reinforced concrete shear wall, the composite curtain wall wall with heat preservation and force transferring structure
Plate can be used as the exterior sheathing of cast-in-situ steel reinforced concrete shear wall, be collectively constituted with main body cast-in-situ steel reinforced concrete shear wall
The exterior wall of sandwich heat preserving wall body.Realize building exterior finish, heat preservation, the integration of cast-in-situ steel reinforced concrete shear wall outer mold arrangements
Construction simplifies process, ensures quality, reduces cost.The exposed surface of insulating layer can with thin-coat plaster, as insulating layer prevent transport,
The protective layer of construction operation impact wreckage；
Second is that when agent structure is equipped with interlayer vertical steel or armored concrete keel structure, band heat preservation and force transferring structure
Composite curtain wall wallboard can be directly connected to keel, the materials such as masonry between keel collectively constitute the outer of sandwich heat preserving wall body
Wall.
Third, when building external envelope structure is full prefabricated components, the composite curtain wall wallboard with heat preservation and force transferring structure can
The Exterior Wall Components of prefabricated " sandwich " sandwich heat preserving wall body, integral manufacturing, transport, installation are collectively constituted with internal lobe wallboard.
Fourth, when existing building reducing energy consumption, the composite curtain wall wallboard with heat preservation and force transferring structure can be with former main body knot
Newly-installed embedded part connection installation, the exterior wall of sandwich heat preservation is collectively constituted with existing wall on structure.Realize that reducing energy consumption building is outer
Facing, insulation integrated construction.
The present invention provides curtain walls to connect the new method installed with main structure, provides and is formed using composite curtain wall wallboard
The new method of " sandwich heat preserving wall body "；Solves contradiction between the power transmission of curtain wall wallboard, heat preservation, fire prevention three；Simplify process, ensures
Quality reduces cost；Use scope is extensive；Meet architectural industrialization developing direction.
The foregoing is only a preferred embodiment of the present invention, but scope of protection of the present invention is not limited thereto,
Any one skilled in the art is in the technical scope of present disclosure, the change or replacement that can be readily occurred in,
It should be covered by the protection scope of the present invention.Therefore, protection scope of the present invention should be with the protection model of claims
Subject to enclosing.
Claims (2)
1. a kind of composite curtain wall wallboard of band heat preservation and force transferring structure, which is characterized in that including curtain wall panel, the curtain wall panel
The back side be equipped with insulating layer and force transferring structure；
The force transferring structure include the back side for being set to curtain wall panel rib frame and be fixed on the rib frame horizontal tension and compression part,
Horizontal tension and compression shearing-resistant member and vertical support piece, the rib frame include horizontal ribs frame and vertical rib frame, the horizontal tension and compression part and water
Horizontal drawing pressure shearing-resistant member is the horizontal connector for connecting rib frame and agent structure；
The horizontal tension and compression part includes support base sleeve barrel, steel tie and the anchoring sleeve for stretching out the rib frame, the support base sleeve barrel
It is fixedly connected with the rib frame, the steel tie passes through the hollow lumen of the support base sleeve barrel and anchoring sleeve by two sleeves
Top is connected, and the both ends of the steel tie are fixedly connected on the non-end to top connection one end of two sleeves, the anchor
Gu sleeve is fixedly connected in subsequent construction with the agent structure, the support base sleeve barrel contacts top with anchoring sleeve
The diameter of the hollow lumen of setting sliding gasket among face, the support base sleeve barrel and anchoring sleeve is more than the straight of the steel tie
Diameter；
The horizontal tension and compression shearing-resistant member includes the oblique pull reinforcing bar and gusset plate set on the horizontal tension and compression part both sides, the oblique rollering steel
Muscle includes that left and right two oblique pull reinforcing bars are angularly arranged in pairs, extended line and the steel tie in the horizontal tension and compression part
Extended line intersects concurrent, and every oblique pull reinforcing bar one end is connected and fixed with the rib frame, and the other end is connected and fixed with the gusset plate,
The gusset plate is fixedly connected in subsequent construction with the agent structure.
2. the composite curtain wall wallboard of band heat preservation and force transferring structure according to claim 1, which is characterized in that the vertical branch
Support member is to connect the vertical connector of rib frame and the agent structure, including stretch out the bolt of the rib frame bottom, entire compound
Curtain wall wallboard is shelved on by vertical support piece on the outrigger that the agent structure is stretched out.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610880545.5A CN106245834B (en) | 2016-10-09 | 2016-10-09 | A kind of composite curtain wall wallboard of band heat preservation and force transferring structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610880545.5A CN106245834B (en) | 2016-10-09 | 2016-10-09 | A kind of composite curtain wall wallboard of band heat preservation and force transferring structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106245834A CN106245834A (en) | 2016-12-21 |
| CN106245834B true CN106245834B (en) | 2018-09-04 |
Family
ID=57612546
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| Application Number | Title | Priority Date | Filing Date |
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| CN201610880545.5A Expired - Fee Related CN106245834B (en) | 2016-10-09 | 2016-10-09 | A kind of composite curtain wall wallboard of band heat preservation and force transferring structure |
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| CN111481856B (en) * | 2020-05-02 | 2021-11-09 | 江苏华美特金属科技有限公司 | Prevent curtain case of hot wall towards |
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| FR1573031A (en) * | 1968-02-07 | 1969-07-04 | ||
| CN201546352U (en) * | 2009-09-14 | 2010-08-11 | 深圳南玻幕墙及光伏工程有限公司 | Horizontally-exposed vertically-hidden solar photovoltaic glass curtain wall |
| KR101129086B1 (en) * | 2010-01-29 | 2012-03-23 | 이덕래 | Curtain wall system |
| CN103104057B (en) * | 2011-11-11 | 2015-05-13 | 沈阳远大铝业工程有限公司 | Full-glass self-balance glass curtain wall |
| CN202831265U (en) * | 2012-06-24 | 2013-03-27 | 苏志杰 | Steel bar net rack composite thermal insulation board |
| CN105714965B (en) * | 2016-02-01 | 2018-05-29 | 中国建筑股份有限公司 | A kind of prefabricated slim heat preservation composite exterior wall, structural system and its construction method |
| CN206090980U (en) * | 2016-10-09 | 2017-04-12 | 佟峰 | Area heat preservation and carrythrough structure's compound curtain wallboard |
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