CN107663949A - External wall insulation Special mounting structure and installation method - Google Patents
External wall insulation Special mounting structure and installation method Download PDFInfo
- Publication number
- CN107663949A CN107663949A CN201710918780.1A CN201710918780A CN107663949A CN 107663949 A CN107663949 A CN 107663949A CN 201710918780 A CN201710918780 A CN 201710918780A CN 107663949 A CN107663949 A CN 107663949A
- Authority
- CN
- China
- Prior art keywords
- plate
- vertical keel
- external wall
- hole
- vertical
- 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.)
- Granted
Links
- 238000009413 insulation Methods 0.000 title claims abstract description 98
- 238000009434 installation Methods 0.000 title claims abstract description 32
- 238000000034 method Methods 0.000 title claims abstract description 17
- 238000010276 construction Methods 0.000 claims abstract description 41
- 229910001220 stainless steel Inorganic materials 0.000 claims description 44
- 239000010935 stainless steel Substances 0.000 claims description 43
- 239000004677 Nylon Substances 0.000 claims description 41
- 229920001778 nylon Polymers 0.000 claims description 41
- 229910000831 Steel Inorganic materials 0.000 claims description 31
- 239000010959 steel Substances 0.000 claims description 31
- 238000005553 drilling Methods 0.000 claims description 28
- RKTYLMNFRDHKIL-UHFFFAOYSA-N copper;5,10,15,20-tetraphenylporphyrin-22,24-diide Chemical compound [Cu+2].C1=CC(C(=C2C=CC([N-]2)=C(C=2C=CC=CC=2)C=2C=CC(N=2)=C(C=2C=CC=CC=2)C2=CC=C3[N-]2)C=2C=CC=CC=2)=NC1=C3C1=CC=CC=C1 RKTYLMNFRDHKIL-UHFFFAOYSA-N 0.000 claims description 27
- 239000000463 material Substances 0.000 claims description 27
- 238000005259 measurement Methods 0.000 claims description 11
- 238000005520 cutting process Methods 0.000 claims description 5
- 230000001427 coherent effect Effects 0.000 claims description 3
- 238000001125 extrusion Methods 0.000 claims description 2
- 238000005253 cladding Methods 0.000 claims 1
- 239000011148 porous material Substances 0.000 claims 1
- 238000013461 design Methods 0.000 abstract description 4
- 239000010410 layer Substances 0.000 description 24
- 238000004026 adhesive bonding Methods 0.000 description 11
- 239000003292 glue Substances 0.000 description 9
- 239000011505 plaster Substances 0.000 description 6
- 230000008901 benefit Effects 0.000 description 5
- 229920006389 polyphenyl polymer Polymers 0.000 description 5
- 230000008569 process Effects 0.000 description 5
- 238000004080 punching Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 4
- 238000007789 sealing Methods 0.000 description 4
- 238000003466 welding Methods 0.000 description 4
- 241000282326 Felis catus Species 0.000 description 3
- 230000001070 adhesive effect Effects 0.000 description 3
- 238000005034 decoration Methods 0.000 description 3
- 239000012774 insulation material Substances 0.000 description 3
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 2
- 229910000975 Carbon steel Inorganic materials 0.000 description 2
- 229910001335 Galvanized steel Inorganic materials 0.000 description 2
- 239000004698 Polyethylene Substances 0.000 description 2
- 239000004793 Polystyrene Substances 0.000 description 2
- 230000002159 abnormal effect Effects 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 2
- 229910052782 aluminium Inorganic materials 0.000 description 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 2
- 238000005452 bending Methods 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 2
- 229910052918 calcium silicate Inorganic materials 0.000 description 2
- 239000000378 calcium silicate Substances 0.000 description 2
- OYACROKNLOSFPA-UHFFFAOYSA-N calcium;dioxido(oxo)silane Chemical compound [Ca+2].[O-][Si]([O-])=O OYACROKNLOSFPA-UHFFFAOYSA-N 0.000 description 2
- 239000010962 carbon steel Substances 0.000 description 2
- 230000008859 change Effects 0.000 description 2
- 238000005336 cracking Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000004134 energy conservation Methods 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 238000007667 floating Methods 0.000 description 2
- 239000008397 galvanized steel Substances 0.000 description 2
- 238000005246 galvanizing Methods 0.000 description 2
- 229910002804 graphite Inorganic materials 0.000 description 2
- 239000010439 graphite Substances 0.000 description 2
- 239000011440 grout Substances 0.000 description 2
- 230000006872 improvement Effects 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- -1 polyethylene Polymers 0.000 description 2
- 229920000573 polyethylene Polymers 0.000 description 2
- 229920002223 polystyrene Polymers 0.000 description 2
- 241000894007 species Species 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 239000002344 surface layer Substances 0.000 description 2
- 238000012546 transfer Methods 0.000 description 2
- 238000010792 warming Methods 0.000 description 2
- 239000010963 304 stainless steel Substances 0.000 description 1
- 239000004593 Epoxy Substances 0.000 description 1
- 241000037237 Peliosanthes gracilipes Species 0.000 description 1
- 229910000589 SAE 304 stainless steel Inorganic materials 0.000 description 1
- 229910000639 Spring steel Inorganic materials 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 238000010923 batch production Methods 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000000295 complement effect Effects 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 125000004122 cyclic group Chemical group 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 125000003700 epoxy group Chemical group 0.000 description 1
- 230000036541 health Effects 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 239000011229 interlayer Substances 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 230000004807 localization Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000000873 masking effect Effects 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 229920001296 polysiloxane Polymers 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 230000002441 reversible effect Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000000565 sealant Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000004590 silicone sealant Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Acoustics & Sound (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Building Environments (AREA)
Abstract
The invention provides a kind of external wall insulation Special mounting structure and installation method.Its Special mounting structure includes being used for the anchor slab for positioning vertical keel；The anchor slab includes flat part and guide part, and flat part is a horizontal slab construction, and guide part is to surround one by the riser of bottom plate and both sides normal thereto to be used to carry out vertical keel vertical adjustment, the groove structure positioned；Stagger on the flat part both sides of guide part are provided with the positioning hole of Long Circle or horizontal U-shape structure, anchor slab can be fixed on by positioning hole on wall by expansion bolt.The structure design of anchor slab, the accuracy of subsequent installation vertical keel was both ensure that, and in turn ensure that the installation rate of vertical keel.Opened up on vertical keel and hook hole, and the dry-hanging component being adapted with hooking hole is set on external wall insulation, so that the installment work of external wall insulation is convenient and swift, and security can be ensured.
Description
Technical field
The present invention relates to building field, specifically a kind of external wall insulation Special mounting structure and installation method.
Background technology
External wall outer insulation thin-coat plaster system is from there is the time of nearly 20 years of having passed by till now, from initial heat-insulation layer
25 ~ 30mm of thickness, till now 75% energy-conservation to accomplish that 80 ~ 120mm, passive room will accomplish 200 ~ 250mm, insulation thickness occurs
Very big change, but construction still continue to use substantially it is original.The construction quality being easily guaranteed that in the past, now if do not controlled strictly
, easily there are quality problems in system.Influence the factors of quality problems mainly including the performance of adhesive mortar, the performance of anticracking grout,
The performance of grid cloth, the stability of insulation material, construction quality etc..Wherein, first three material, quality are got well with bad, and price can
Poor 2 ~ 3 times.And adhesive mortar is to determine to paste the factor of quality most critical, anticracking grout quality be determine to open it is indehiscent
The first element, grid cloth are to determine that can crack-resistant layer possess the critical material of long-term crack resistance.
Past relatively thin warming plate, the health before dispatching from the factory relatively easily ensure that the internal stress of sheet material easily discharges, its size
Stability is relatively preferable, causes the factor of cracking just to be lacked after upper wall.And plate is thinner, rigidity is smaller, is easy for sticking when pasting
Post.After thickness greatly increases, above-mentioned factors all can be much more serious than thin plate, if do not eliminated from each link
These unfavorable factors, it is thing sooner or later quality problems even engineering accident occur.So energy conservation standard increase substantially after it is outer
Way is incubated, simply follows method and the requirement of early stage, potential safety hazard be present, should be done in terms of material and construction
More research and inquirement.Secondly, traditional construction technology, climate, the influence of weather are very big, do not accomplish all-weather construction, and one
Determine to also result in the increase of duration cost in degree.So for many years, many producers in industry, all change the status quo doing
A variety of explorations.And insulation and decoration integrated plate, it is the product occurred under this exploration, in presentation quality, cracking resistance, more
Weather construction, speed of application etc., have a certain degree of improvement, but it still suffers from the drawbacks of certain than before.
The species that insulation and decoration integrated plate occurs is a lot, is divided with protective facing material category, calcium silicate board account for greatly
Majority, others also have thin stone material, ceramic plate, metal decking etc..The crack resistance good endurance of these surface layers is in common thin-coat plaster
System.But for the prefabricated board as bulk, randomness during its site operation is deteriorated, and the required precision of installation uprises
.The interim punching adjustment in the position of vertical keel typically scene, this not only make it that efficiency is low, and positioning is very inaccurate,
Cause the difficulty increase of construction, cost improves.This is also the basic reason of extensive integrated board projects few for a long time.
The content of the invention
An object of the present invention is just to provide a kind of external wall insulation Special mounting structure, and the Special mounting structure can
Ensure the accuracy of vertical keel installation site, and installation rate can be improved.
The second object of the present invention is just to provide a kind of quick using the external wall heat-insulating board progress of above-mentioned Special mounting structure
The method of installation.
What an object of the present invention was realized in：A kind of external wall insulation Special mounting structure, including for perpendicular
The anchor slab positioned to keel；The anchor slab includes integrally formed horizontal flat part and vertical guide part, described
Flat part is a horizontal slab construction, and the guide part is to surround one by the riser of bottom plate and both sides normal thereto to be used for
Vertical adjustment, the groove structure of positioning are carried out to vertical keel；The slab construction of the bottom plate of the guide part and the flat part
For in conplane Construction integration, and the vertical axial line weight of the vertical axial line of the guide part and the flat part
Close；Stagger on the flat part both sides of the guide part are provided with the positioning hole of Long Circle or horizontal U-shape structure, by described
The anchor slab can be fixed on wall by positioning hole with expansion bolt.
When for upper and lower two joint of joist positions, the anchor slab includes two guide parts symmetrical above and below and centre
Flat part.
The vertical keel is by steel plate（Or steel pipe）The C-shaped structure in cross section, the transverse direction of the vertical keel is made
Width is slightly larger than the transverse width of the guide part upper groove, about controls within 0.5mm.
On the vertical keel hook wide at the top and narrow at the bottom is provided with the keel front plate relative with the openend of c-type structure
Hole, and lower narrow portion shape is square.
Manhole is provided with the riser of the guide part both sides；The vertical keel is placed in recessed on the guide part
During groove, the openend of c-type structure on the vertical keel is set to be implanted into towards bottom portion of groove by fashion of extrusion, then using hard
The manhole that stainless steel drilling tail bolt screws on the riser of the guide part both sides in an interference fit is interior and screw into institute
On the both sides panel for stating vertical keel c-type structure, the affixed of guide part and vertical keel is realized.
External wall insulation includes outer panel, interior plate and the insulation between the outer panel and the interior plate
Layer；The external wall insulation is articulated on the vertical keel by dry-hanging component；Specifically：The dry-hanging component includes abnormal shape
Bolt and stainless steel --- nylon combination are female, and the heterotypic bolt passes through the Bolted End-plate of its bottom and the inner side of the outer panel
It is fastenedly connected between face by stainless steel pulling rivet, the heat-insulation layer and the interior plate are sequentially vertically worn and be connected on the abnormal shape
On bolt, the stainless steel --- nylon combination box thread be connected in the screw top section of the heterotypic bolt and with it is described interior
The medial surface of side plate is in close contact, to realize that the locking to outer panel, heat-insulation layer and interior plate connects；The stainless steel --- Buddhist nun
Dragon combination main bag includes the rectangle plate of the bottom made of nylon material（Or rectangular panel blocks）And the tetragonal body plate on top
Block, the annular groove of a four sides indent is provided with the position that rectangle plate connects in tetragonal body plate lower end, makes what is formed
Neck section is to hook the square-section that narrow portion position under hole is in gap cooperation with c-type keel；；It is close in the tetragonal body plate
Upper-end part of driving interlocking has steel flange nut, and internal thread hole is provided with the axial line of rectangle plate and tetragonal body plate,
The internal thread hole connects with the center internal thread hole of the steel flange nut and both are coherent formula screw thread, and nylon section spiral shell
Line thread is shallower；When the external wall insulation is articulated on the vertical keel by dry-hanging component, make the stainless steel --- Buddhist nun
Dragon combines the tetragonal body plate on female top and stretched into from the rise to the bait top wide opening position of hanging hole of vertical keel, moves down, makes vertical afterwards
The rise to the bait base of hanging hole of keel falls into stainless steel --- in the female annular groove of nylon combination；The vertical keel is risen to the bait under hanging hole
The width of square slot is less than the width of tetragonal body plate, it is achieved thereby that external wall insulation and vertical keel are reliably connected.
What the second object of the present invention was realized in：A kind of exterior-wall heat insulation method of plate installation, comprises the following steps：
(1) external wall insulation being prefabricated in the factory, anchor slab and vertical keel, are transported into job site；
The external wall insulation includes outer panel, interior plate and the insulation between the outer panel and the interior plate
Layer；Fixation is attached by dry-hanging component between each flaggy of external wall insulation；
The structure of the anchor slab, the vertical keel and the dry-hanging component is as described above；
(2), measured at the construction field (site) using survey tool, according to measurement result, draw actual measurement architectural elevation；
(3) row's plate, is carried out according to actual measurement architectural elevation, obtains material cutting plan；
(4), constructed according to material cutting plan and external wall insulation, draw anchor slab figure and vertical keel figure；Anchor slab figure should position expanding screw
Bolt position, vertical keel figure answer the level height in positioning hanger hole；
(5), according to anchor slab figure, the snap the line on entity metope；Snap the line should orient the center of expansion bolt and erecting for anchor slab
To center line；
(6), according to the expansion bolt center of ejection, using the impact drilling, expansion bolt, and coarse positioning anchor are placed afterwards
Plate；
(7) after the anchor slab of four facades slightly all, is set into position, according to row's plate requirement, it is accurately positioned out in advance vertical per exclusive
Top and lowermost end the anchor slab positioning of wall heat-insulating board, its expansion bolt is tightened, last check is done after fastening, accurate to ensure
It is errorless；
(8), on the basis of top and lowermost end anchor slab, the positioning of other middle position anchor slab vertical centerlines is completed；
(9) bottommost of all vertical keels, is ensured by level meter（Or at other any identical absolute altitudes）Hook hole
Bottom hole absolute altitude is identical, while ensures that vertical keel is vertically vertical, and the lateral surface of vertical keel is in same plane, finally uses
Vertical keel is fixed on anchor slab by hard stainless steel drilling tail bolt；
(10), along metope from bottom to top, in and left and right installation external wall insulation, make the stainless steel on external wall insulation --- Buddhist nun
Dragon combination mother is hooked on vertical keel in corresponding hook hole.
Innovative point in the present invention is：1., the section of buckle hanging hole C-shaped vertical keel and match therewith
Dry-hanging component；2., anchored framework.The vertical keel of c-type section why is used, is because only that so, just can guarantee that vertical
The degree of accuracy for hooking hole punching positioning on keel, according to steel pipe punching, can not accomplish its required precision, this is us
The lesson come over from failure.In the two innovative points, the former is to ensure that the installation accuracy of external wall insulation and efficiency can be with
It is preposition to workshop industrialized production come the basis that controls, lacked this construction, grid system installation it is precisely quick again again
It is futile；The latter is then that system of realizing is precisely efficient crucial.Both complement each other indispensable.
On the basis of above-mentioned two innovative point, when anchor slab is installed at the scene, " left and right " dimension direction is required nothing more than
Accurate positioning, greatly reduce difficulty of construction.The connecting structure and connected mode of anchor slab and vertical keel, are substantially reduced again
The adjustment difficulty of vertical keel " upper and lower " and " front and rear " both direction so that the raising of installation rate several times.Because exterior wall is protected
The quality of warm plate is preposition to arrive Shop floor control, as long as therefore expansion bolt reliable in quality, the Construction control of the fixed anchor slab in job site
In place, the stainless steel drilling tail bolt quantity for connecting vertical keel is just completely guaranteed without burst, construction quality.Such " fool " formula
Installation system, reduce the specialized requirement of construction team, can but improve installation rate, ensure construction quality, be mounted to
This can be greatly reduced naturally.And as the continuous improvement of building energy-saving standard, heat-insulation layer the more do the more thick, this system
Advantage is just more and more prominent.
Technical scheme described in the invention, it is that applicant passes through quinquenniad, updates and improve and shape
A kind of new solution, the technical scheme has been subjected to the application of two Practical Projects, it has therefore proved that the feasibility and height of its scheme
Effect property.Close way was not met at present, and there is technical advanced, operational feasibility.Make external wall outer insulation way by
Past climate influence to become can all-weather construction, on the premise of construction quality, construction speed are taken on a new look comprehensively, performance
Aspect has the lifting of matter.
Brief description of the drawings
Fig. 1 be in the present invention external wall insulation be arranged on wall on after structural representation.
Fig. 2 is the structural representation of anchor slab in the present invention.
Fig. 3 is another structural representation of anchor slab in the present invention.
Fig. 4 is the structural representation of vertical keel in the present invention；Wherein, Fig. 4（a）It is the top view of vertical keel, Fig. 4
（b）It is the front view of vertical keel.
Fig. 5 is the structural representation of heterotypic bolt in the present invention；Wherein：Fig. 5（a）It is the front view of heterotypic bolt, Fig. 5
（b）It is the top view of heterotypic bolt.
Fig. 6 is stainless steel in the present invention --- the female structural representation of nylon combination；Wherein：Fig. 6（a）It is stainless steel --- Buddhist nun
The female front view of dragon combination, Fig. 6（b）It is stainless steel --- the female top view of nylon combination.
Fig. 7 is the perforate schematic diagram on outer panel in the present invention.
Fig. 8 is the perforate schematic diagram on interior plate in the present invention.
Fig. 9 is the structural representation of vertical keel fixation U-shaped card temporarily in the present invention.
Figure 10 is the structural representation of anchor slab positioning auxiliary scale in the present invention.
In figure：1st, outer panel, 2, heat-insulation layer, 3, interior plate, 4, anchor slab, 5, vertical keel, 6, heterotypic bolt, 7, stainless
Steel --- nylon combination is female, and 8, expansion bolt, 9, drilling tail bolt, 10, wall, 11, foamed glue, 12, polyphenyl lath, 13, staking
Nail, 41, guide part, 42, flat part, 43, horizontal U-shaped positioning hole, 44, bottom plate, 45, riser, 46, manhole, 47, Long Circle
Positioning hole, the 48, first connecting hole, the 49, the 3rd connecting hole, 51, side panel, 52, front plate, 53, hook hole, 61, shank of bolt,
62nd, thread segment, 63, Bolted End-plate, the 64, second connecting hole, 71, rectangle plate, 72, tetragonal body plate, 73, steel flange
Nut, 74, annular groove.
Embodiment
There is individual common recognition in building trade, it is root that the assembly precision of the decoration integrated hanging plate of prefabricated thermal insulation, which is controlled within 2mm,
Originally the thing that can not possibly accomplish.Practicable technical scheme is not seen really for many years yet.Or directly imitate stone curtain wall
Installation method, it is or slightly modified.Its effect, potential safety hazard not only be present, and construction cost is too high.The present invention passes through technology
Innovation, have devised vertical keel can be carried out on " upper and lower ", " left and right ", " front and rear " three dimension directions it is pinpoint
Critical component, the critical component are the anchored framework in the present invention.As shown in figure 1, the anchor slab 4 in the present invention is attached to wall
On body 10, its design concept is ingenious, and the three-dimensional localization problem of vertical keel 5 can be made to be readily solved.
Reference picture 2 and Fig. 3, anchor slab specifically include integrally formed horizontal flat part 42 and vertical guide part 41,
Flat part 42 is the slab construction of the oblong-shaped of a transverse direction, and guide part 41 is the riser by bottom plate 44 and the both sides of bottom plate 44
The 45 U-shaped groove structures surrounded, the groove structure is in vertical；The slab construction of bottom plate 44 and flat part 42 is in same
Plane, and be structure as a whole；Two risers 45 are oppositely arranged and parallel, and riser 45 is perpendicular to bottom plate 44.
The vertical axial line of the vertical axial line and flat part 42 of guide part 41 overlaps, and guide part 41 and flat part 42 are equal
Along the symmetrical structure of respective vertical axial line.
Close end is provided with some along position on two risers 45（It is three in figure）Manhole 46 corresponding to mutually, often
Some manholes 46 on one riser 45 vertically arrange.During installation, vertical keel 5 is set to be located at the vertical groove of guide part 41
It is interior, then by drilling tail bolt 9（See Fig. 1）Pierced from the outside of riser 45 in manhole 46, and screw into the side panel of vertical keel 5
On 51, the fixation to vertical keel 5 is realized.
Stagger on flat part 42 both sides of guide part 41 are provided with Long Circle positioning hole 47 or laterally U-shaped positioning hole 43, lead to
Long circular locating openings 47 or laterally U-shaped positioning hole 43, then using expansion bolt 8（See Fig. 1）, anchor slab 4 can be fixed on wall
On 10.When fixing anchor slab 4 using expansion bolt 8, adjustable expansion bolt 8 is in Long Circle positioning hole 47 or horizontal U-shaped positioning hole
Position in 43, to avoid expansion bolt 8 from getting on reinforcing bar.Laterally U-shaped positioning hole 43 refers to that U-shaped hole is horizontal, and the opening in U-shaped hole
End is outwardly；Laterally U-shaped positioning hole 43 makes expansion bolt have bigger regulation leeway compared to for Long Circle positioning hole 47.
Anchor slab includes two guide parts 41 symmetrical above and below and middle flat part 42 in Fig. 2, and anchor slab includes one in Fig. 3
Guide part 41 and a flat part 42.The anchor slab of both structures can be adopted to that vertical keel 5 is oriented to and positioned, still
Generally, the anchored framework in Fig. 2 may be provided at the middle part of vertical keel, and the anchored framework shown in Fig. 3 can be set
In the two-end part of vertical keel.Anchor slab in anchor slab, or Fig. 3 in either Fig. 2, be by steel plate by punching, bending after
And formed, hot dip galvanizing process can be also carried out afterwards.
As shown in figure 4, vertical keel is that the C-shaped structure in cross section, specifically, vertical keel is made by steel plate or steel pipe
Side panel 51 and relative with front plate 52 two inflection edges including front plate 52, positioned at the both sides of front plate 52, two are returned
Folding is the openend of c-type structure between.The transverse width of vertical keel（That is the width of front plate 52）It is slightly larger than（Control exists
Within 0.5mm）The transverse width of the upper groove of guide part 41 of anchor slab（This is pure be for the convenience in installation process, otherwise,
Manpower must be needed to hold keel, both consume manpower, be not easy to the fine setting of keel again）, therefore, vertical keel is being placed in guiding
When in the groove in portion 41, it is necessary to by means of external force, make the openend of c-type structure on vertical keel first towards bottom portion of groove,
Then vertical keel is connected in the groove of guide part 41 by extruding, use drilling tail bolt 9 again afterwards（See Fig. 1）With interference
The mode of cooperation is screwed in the manhole 46 on guide part both sides riser 45, and screw into the side of vertical keel c-type structure
On plate 51, the affixed of guide part 41 and vertical keel 5 is realized.The maximum diameter of screw thread is slightly larger than circle on riser 45 on drilling tail bolt 9
The diameter of shape through hole 46（This has a Proper Match yardstick, could both ensure that drilling tail bolt can be attacked and must entered, and ensures drilling tail bolt again
Electric drill can be allowed to stop operating when attacking on earth）, therefore when drilling tail bolt 9 is screwed on riser 45 in manhole 46, it is necessary to by means of
External force is realized, and can form screw thread in the inwall of manhole 46 after precession.The thinner thickness of the side panel 51 of vertical keel,
Therefore the perforate on side panel 51 is not had to, by the way that firmly drilling tail bolt 9 can be screw into the side panel 51 of vertical keel.Bore
Tail bolt 9 is generally hard stainless steel.
Hook hole 53 wide at the top and narrow at the bottom is provided with front plate 52 on vertical keel, hooks the convex that hole 53 is in mirror writing
Structure, it can be realized by hooking hole 53 and external wall insulation is articulated on vertical keel.
As shown in figure 1, external wall insulation in the present invention includes outer panel 1, interior plate 3 and positioned at outer panel 1 and interior
Heat-insulation layer 2 between side plate 3.Outer panel 1 is relatively thick, and it can be the overcoat of insulation material（Can band mo(u)lding surface layer）, such as
For calcium silicate board.Heat-insulation layer 2 is most thick, such as can be graphite polystyrene board.Interior plate 3 is relatively thin, can improve plate body rigidity and
Intensity, ensure the accurate positioning of dry-hanging component.On the one hand dry-hanging component is used to realize outer panel 1, heat-insulation layer 2 and interior plate 3 three
Being closely reliably connected between person, on the other hand it is used to the external wall insulation being reliably connected reliably being articulated in vertical keel,
Realize the installation of external wall insulation.
The connection of the making of each flaggy, compound and dry-hanging component to each flaggy in external wall insulation of the present invention, these are equal
It is to be completed through batch production, is transported to job site afterwards.The anchor of support vertical keel is fixed on wall at the construction field (site) on request
Plate, vertical keel is installed afterwards, then external wall insulation is installed, beat foamed glue, joint seal, beat waterproof sealing glue-line, that is, accuse and complete.
Reference picture 1, dry-hanging component include heterotypic bolt 6 and stainless steel --- nylon combination mother 7.With reference to Fig. 5, heterotypic bolt
Including shank of bolt 61 and it is arranged on the Bolted End-plate 63 of its bottom, the Bolted End-plate 63 of shank of bolt 61 and its bottom is stainless
Steel material；The rectangular plate structure of Bolted End-plate 63, Bolted End-plate 63 is vertical with shank of bolt 61, at four of Bolted End-plate 63
The second connecting hole 64 is had at angle.During factorial praluction, the bottom surface of Bolted End-plate 63 is set to be close to the medial surface of outer panel 1
（That is one side of the outer panel 1 towards heat-insulation layer 2）, the first connecting hole 48 with stainless steel pulling rivet 13 from outer panel 1（See Fig. 7, the
One connecting hole 48 is counter sink）Penetrate, the second connecting hole 64 being then passed through in Bolted End-plate 63, by heterotypic bolt 6 and outer panel 1
It is fastened together.Shank of bolt 61 passes through the 3rd connecting hole 49 on heat-insulation layer 2 and interior plate 3（See Fig. 8）Afterwards, thread segment 62
Screw on stainless steel in end --- nylon combination mother 7, it is screwed to correct position.On monolithic insulation hanging slab at least four it is rectangular
The dry-hanging component of distribution.When plate face is longer, six can be increased to.
With reference to Fig. 6, stainless steel --- nylon combination mother 7 include the rectangle plate 71 of the bottom made of nylon material with
And the tetragonal body plate 72 on top, tetragonal body plate 72 can be cuboid or cube structure, can also be illustrated in figure 6 four
Square terrace with edge structure；The annular of circle four sides indent is provided with the position that rectangle plate 71 connects in the lower end of tetragonal body plate 72
Groove 74；Annular groove 74 forms stainless steel --- the neck structure of nylon combination mother 7, and the neck section is and the hook of vertical keel 5
The slot position of the lower section of hanging hole 53 is in the square-section that gap coordinates.It is built-in with not close to upper-end part of driving in tetragonal body plate 72
Become rusty steel flange nut 73.Internal thread hole, the internal thread hole are provided with the axial line of rectangle plate 71 and tetragonal body plate 72
Connect with the internal thread hole of steel flange nut 73 and both are coherent formula screw thread, simply nylon section screw thread thread is shallower, with
Ensure to be in protected state when steel flange nut 73 can be protected flat between nylon section and thread segment 62 for interference fit,
Crucial moment（Such as catch fire）, prevent falling accident.The length of rectangle plate 71 is to size（Namely lateral dimension）More than perpendicular
Transverse width at the upper wide opening of hanging hole 53 of being risen to the bait to keel 5, the lateral dimension of tetragonal body plate 72 are risen to the bait less than vertical keel 5
Transverse width at the upper wide opening of hanging hole 53, but more than vertical keel 5 rise to the bait hanging hole 53 lower slot at transverse width.
The Bolted End-plate 63 of the bottom of heterotypic bolt 6 is set to be connected with the medial surface of outer panel 1, and by heat-insulation layer 2 and inner side
Plate 3 is worn on the shank of bolt 61 for being connected on heterotypic bolt 6, then makes stainless steel --- and the internal thread hole of nylon combination mother 7, which is worn, is connected on shank of bolt
On the thread segment 62 at 61 tops, you can realize the assembling of dry-hanging component and external wall insulation.
When external wall insulation is articulated on vertical keel 5 by dry-hanging component, stainless steel should be made --- nylon combination mother 7
The tetragonal body plate 72 on top is stretched into vertical keel 5 from the rise to the bait top wide opening position of hanging hole 53 of vertical keel 5, makes to do afterwards
Hanging component and external wall insulation integrally move down, and make stainless steel --- and the base of annular groove 74 of nylon combination mother 7 props up vertically completely
Keel 5 are risen to the bait the base of hanging hole 53（Can be judged by panel plate stitch size it is in place in place whether）, as plate installation is in place
In place.
When wall is installed on external wall insulation, if there are four dry-hanging components on individual plates, double vertical keel should be corresponded to, it is single
If there are six dry-hanging components on block plate, three row's vertical keels 5 should be corresponded to.
External wall insulation and hook hole shape on the dry-hanging component and vertical keel that assemble thereon, positioning be
Factory process is completed, therefore can ensure the precision of processing completely.During in-site installation, as long as ensure that vertical keel position standard
Really, plate installation is in place in place, so that it may which the plate face for ensureing to install meets design requirement.
The present invention, when anchor slab 4 is arranged on wall 10, only need to ensure anchor slab 4 by the structure of ingehious design anchor slab 4
Accurate positioning in " left and right " dimension direction, and to anchor slab 4 on " upper and lower " and " front and rear " two dimension directions
Positioning precision is not required.And after anchor slab 4 is had good positioning, it is meant that the left and right positioning of vertical keel 5 is accurately completed.Again by micro-
Two dimensions of " upper and lower ", " front and rear " of vertical keel 5 are adjusted, error is allowed to and is respectively less than 1mm.In this way, positioning precision on three directions
Control within 1mm, for the set system installation rate and installation quality, be each provided with powerful guarantee.
Engineering construction example, comprises the following steps：
A, prepare associated materials and transport to job site, associated materials to specifically include：External wall insulation, vertical keel, anchor slab,
Aid and auxiliary material.External wall insulation, vertical keel, anchor slab and aid are to complete pre-add in factory by the producer that supplies
Work.
Aid includes the interim fixation U-shaped card of vertical keel（See Fig. 9）With anchor slab positioning auxiliary scale（See Figure 10）.
Fixation U-shaped card is made vertical keel by a diameter of 5mm spring steel wire temporarily.Anchor slab positioning auxiliary scale is thick not by 2mm
Rust steel steel plate is process.Auxiliary material includes：M14x120 expansion bolts, φ 25x2.5 pads, φ 6.3x25 410 stainless steels bore
Tail bolt, L25x1.5 aluminum corner braces and self threading pin, 6x8x10 plate stitch plastic cushion, foamed glue, polyethylene rod, U.S. line paper, silicone
Weather proofing sealant etc..
External wall insulation includes outer panel, heat-insulation layer and interior plate from outside to inside, has been connected on external wall insulation
Good dry-hanging component.Outside thickness of slab 12mm（Finish coat thickness is not included in）, heat-insulation layer is built-in graphite polystyrene board heat-insulation layer, thickness
For 170mm, inner side plate thickness is 5mm.Diaphragm should be also provided with the outside of outer panel by transporting to the external wall insulation of job site.
Vertical keel is first processed into c-type shape by 60mmx40mmx2mm hot galvanized steel pipes, then rushes and hook hole.
Anchor slab is by after the punching of 8mm thickness Q235B steel plates, bending tether using expanding screw between hot dip galvanizing process, with wall
Connect, carry the manhole for passing through drilling tail bolt when being connected with vertical keel.
B, measured at the construction field (site) using Precision measurement tools, including window hole etc. including each O. gracilipes, survey
Accuracy of measurement is 1mm.According to measurement result, actual measurement architectural elevation is drawn.
C, row's plate is carried out according to actual measurement architectural elevation.Plate stitch is designed by 10mm, and all plates are intended to be encoded,
It is more few better with template species.Plate face size unless limited by facade it is outer, be as close possible to ensure facade effect.
D, according to material cutting plan and plate type construction, anchor slab figure and vertical keel figure are drawn.Anchor slab figure should position expansion bolt position
Put, vertical keel figure answers the level height in positioning hanger hole, and vertical keel is numbered.
E, according to anchor slab figure, the snap the line on entity metope.Snap the line should orient center and the anchor slab of expansion bolt
Vertical centerline.Because the anchor slab of the system has ability of the suitable adjustment keel away from wall distance, therefore wall and surface is put down
Whole degree do not require, wall can be in order to avoid levelling plaster.When the adjustable range of the construction error serious offense anchor slab of metope, anchor slab position
Answer local plaster leveling.In addition, the corner of wall（It is or polygonal）Control point position should be set, with control vertical keel away from wall away from
From guarantee vertical keel is vertical.
F, according to the expansion bolt center of ejection, the impact drilling is used, if into hole site level to deviation
More than 10mm, should be up or toward downconverting to another location.After drilling is suitable, expansion bolt, and coarse positioning anchor slab are placed.
G, after the anchor slab of four facades slightly all being set into position, according to row's plate requirement, it is accurately positioned out vertically often arranges in advance
Top and lowermost end the anchor slab positioning of external wall insulation, its expansion bolt is tightened, and after fastening anchor slab position it is last
Check, to ensure correctness.
H, on the basis of top and lowermost end anchor slab（When floor is higher, progress should be segmented）, a high strength yarn can be used
（Such as nylon）Or the mode of snap the line, the positioning of other middle position anchor slab vertical centerlines is completed, positioning precision is in 1mm.Will
Ensure the smooth vertical and horizontal of every piece of anchor slab.
Vertical keel is installed i,.First have to ensure that the position number of vertical keel is correct, its is secondary temporarily solid by vertical keel
It is fixed to be fixed every vertical keel upper and lower side temporarily with U-shaped card, with Anti-fall.Ensure all vertical keels by level meter
Bottommost（Or other any identical absolute altitudes）Hook hole absolute altitude is identical（Error is within 1mm）, it is consistent to be adjusted to front and back position
In the case of, the drilling tail bolt first shot on the left of anchor slab lives position surely, has further determined that the front plate of vertical keel is in
Same plane, two adjacent groups（Or three groups）After hook pitch of holes is errorless, then the drilling tail bolt shot on the right side of anchor slab.From lower and
On, on the premise of ensureing that the vertical vertical, lateral surface of vertical keel is generally aligned in the same plane, shoot the whole drilling tail spiral shells of anchor slab or so
Bolt, finally, supply the drilling tail bolt of one group of anchor slab of bottommost.So far, whole installment works of vertical keel are completed.
J, left and right installation external wall insulation, rotation angle position refill when being placed on last sealing from bottom to top, in.Meet wall
Face osseotomy site, external wall insulation should be held successfully through hole in advance.Meet and install at roofing cat ladder, should ensure that roofing cat ladder 1/3
The strong point fall on main frame, and first fill external wall insulation after fill cat ladder.
K, according to corner actual size, after controlling rotation angle position sealing board size, construction, assembly sealing plate.
L, 50mm thickness, the polyphenyl lath 12 of 200mm width are filled in plate stitch（See Fig. 1）, polyphenyl lath outer rim is away from plate face
Control is in 15mm.Polyphenyl lath answers subsection filling, per segment length between 300 ~ 400mm, between adjacent two sections between reservation 6mm
Away to be used as foamed glue 11（See Fig. 1）Gluing hole.Plate angle portion should be used as gluing hole.
M, after whole polyphenyl lath fillings are in place, the inside gluing in gluing hole is passed through., should be by glue tank before gluing during winter construction
Preheating.Gluing should must not be less than a tank by controlling gluing time control loading per the gluing amount of square meter plate face.Also can use
The mode of gluing in loading board, its benefit are：It is visual good, easily controllable.Pay attention to, before external wall insulation is installed, should ensure that wall
Adhesive property of the face without floating ash, otherwise influence foamed glue.
N, after foamed glue is fully cured, after clearing up gluing hole collar extension position, polyethylene rod is laid, and locally remove plate
The diaphragm of edge position, the floating sand of cleaning gluing face position.
Window board is installed o,.The upper plate of window shrouding and left and right riser, should be whole piece plate, and lower plate can be non-whole piece plate.Institute
There is the side that hush panel all should use " back is beaten foamed glue+patch window side side and fixed with the small aluminum corner brace self threading pin being fixed on window frame "
Formula is fixed, and increases security performance.Top plate both ends should be supported in left and right riser top.
P, masking tape is pasted along plate stitch.
Q, hitting property weather proofing silicone sealant.
R, diaphragm is removed, clears up plate face dust, repairs local defect.
Exterior-wall heat insulation method of plate installation provided by the present invention, it is that applicant passes through quinquenniad, updates perfect
And a kind of new solution shaped, the technical scheme have been subjected to the application of two Practical Projects, it has therefore proved that its scheme
Feasibility and high efficiency.Close way was not met at present, and there is technical advanced, operational feasibility.Make outside exterior wall
Insulation way by past climate influence to become can all-weather construction, take on a new look comprehensively in construction quality, construction speed
Under the premise of, aspect of performance has the lifting of matter.
The present invention also has following advantage：
1st, Path of Force Transfer is direct, is more easy to ensure safely：Traditional construction method, it is outside from matrix wall, increase way, layer layer by layer
Layer increase load, and these loads will pass through the connection between two layers of arbitrary neighborhood（Bond or mechanically connect）And material itself
Stress carrys out power transmission, and every kind of material and each linkage interface are had higher requirements.Complexity is implemented, cost is larger.And this hair
Bright is not this thinking completely, but outermost layer load or even all loads directly are passed directly into vertical dragon by dry-hanging component
Bone, power transmission is simple and direct, and the connection request of layer and interlayer is substantially reduced, whether safe, is by " external wall insulation --- special-shaped spiral shell
Bolt --- stainless steel --- nylon combination is female --- vertical keel --- anchor slab --- expansion bolt " this system ensures, and this is
Each link in system, has no longer been the concept of adhesion strength aspect, but brings up to the aspect of mechanical coupling strength, realizes
To be easier, guarantee degree is also higher.Therefore, while Fast Installation is ensured, degree of safety is not reduced.
2nd, system heat bridge is faint：All systems, do not accomplish entirely without heat bridge, even if disconnected heat bridge and its harsh quilt
Dynamic room technology, additional crab-bolt is exactly its heat bridge position.In the system, connected on every piece of external wall insulation four（Larger size panel
Have six）Heterotypic bolt, it is its unique heat bridge position.But diameter 6mm 304 stainless steel bolts are selected in selection, it is anti-
More superior compared with ordinary carbon steel of burn into endurance, durability, service life is not only can guarantee that, and its material thermal conductivity is general
The 1/4 of logical carbon steel, it is very small.With vertical keel junction, it is female using the combination of stainless steel and nylon, inherently can be compared with
Good barrier heat transfer, heterotypic bolt is not direct in addition contacts with wall, but passes through vertical keel --- anchor slab very length
Propagation path, therefore its heat sent out is very little.While effectively trap heat is transmitted, feelings of catching fire can be effectively prevented
Joint failure under condition（Nylon can soften at high temperature, but steel flange nut can play the work for ensureing that connection does not disengage
With）.
3rd, there is the advantage of all-weather construction, climate is not cold and hot and the influence of weather weather.
4th, can overall process exempt to be welded, also do not allow using electric welding.The connection scheme of the system can be accomplished, and other are most
Scheme is not accomplished.A lot of systems use thin-wall galvanized steel pipe and do keel, are characterized in, as long as not welding, service life is very
Long, but as long as a welding, service life will greatly reduce, because the welding portion of steel pipe can only apply antirust paint on the outside of pipe,
Inside pipe wall can not protect, and accomplish that protection can be pretty troublesome.Also using drilling tail bolt as the connection between Guan Yuguan, this
There is potential safety hazard.Reason is that thin-walled tube wall is very thin, and it is seldom and very shallow to form thread, slightly careless, will pile up button.Especially
It is the mode for allowing drilling tail bolt to bear pulling force, it is outstanding worth choosing, position is born in engineering and is seldom applied.In the system, anchor slab is with erecting
Connection to keel, and drilling tail bolt is used, but mode is different：First, it is shearing resistance rather than tension；2nd, the guide part of anchor slab
On manhole and drilling tail bolt have matching, after shooting, internal thread can be formed in the steel plate manhole of anchor slab, is bored
When tail bolt is attacked on earth, just bore it is motionless, can prevent vertical keel pile button, can prevent again drilling tail bolt looseness deviate from.This point,
With having essential distinction on the common usage of drilling tail bolt.
5th, there is the performance advantage for surmounting existing standard requirement.When its fire resistance, between heterotypic bolt and outer panel
Connected by stainless steel pulling rivet, the connection way different from using epoxies structure glue in a lot of ways, in situation about catching fire
Under, it can guarantee that connection is not failed, outer panel is not fallen off, and avoids the occurrence of chain destruction.In the case of slightly being handled at plate stitch position,
Organic insulation material inside when can also accomplish to catch fire is not burnt.With " the steel flange spiral shell of vertical keel junction
It is female --- the rectangle plate and tetragonal body plate of nylon material ", it is both the reliability in order to ensure usually to connect, what is caught fire
In the case of, it may also function as the effect for preventing from coming off（The just connection of steel flange nut and heterotypic bolt, it is excessively thin, even
Gap is connected to, the guarantee degree under high-frequency cyclic reverse loading is inadequate.And the rectangular slab of steel flange nut and nylon material
After block and the combination of tetragonal body plate, the internal thread of nylon section can be made of the screw tap of autocracy, its thread segment with heterotypic bolt
Between be tight fit, have no loosening gap, under normal condition, nylon screw thread is stress main body, is fine to steel flange nut
Protection.But in the case of catching fire, when fire duration grows to nylon softening, steel flange nut can guarantee that anti-dropout）.These
All surmount national standard, but belong to valuable practical demand.Second, all material of the system possesses reusable edible
Attribute, even if demolishing buildings in future, these external wall insulations, vertical keel, anchor slab, there is the value of secondary use, this
And meet Green Development theory.
6th, the flatness of wall is not required, can accomplishes to exempt from levelling plaster.This is the special tectonic of anchor slab to main body
The contribution of quantities, when other warming plates are the pattern for pasting construction, levelling plaster must have, and require higher, therefore meeting
Consumptive material is much time-consuming.
Claims (9)
1. a kind of external wall insulation Special mounting structure, it is characterized in that, including the anchor slab for being positioned to vertical keel；Institute
Stating anchor slab includes integrally formed horizontal flat part and vertical guide part, and the flat part is a horizontal flat board knot
Structure, the guide part are to surround one by the riser of bottom plate and both sides normal thereto to be used to vertically adjust vertical keel
Section, the groove structure of positioning；The slab construction of the bottom plate of the guide part and the flat part is in conplane one
Construction, and the vertical axial line of the guide part overlaps with the vertical axial line of the flat part；Stagger on the flat part
The both sides of the guide part are provided with the positioning hole of Long Circle or horizontal U-shape structure, can be incited somebody to action by the positioning hole expansion bolt
The anchor slab is fixed on wall.
2. external wall insulation Special mounting structure according to claim 1, it is characterized in that, the anchor slab includes symmetrical above and below
Two guide parts and centre flat part.
3. external wall insulation Special mounting structure according to claim 1, it is characterized in that, the vertical keel is by steel plate
Or the C-shaped structure in cross section is made in steel pipe, the transverse width of the vertical keel is slightly larger than the horizontal stroke of the guide part upper groove
To width.
4. external wall insulation Special mounting structure according to claim 1, it is characterized in that, on the vertical keel with C
Wide at the top and narrow at the bottom " convex " font of falling is provided with the relative front plate in the openend of type structure hooks hole, and lower narrow portion position is shaped as
It is square.
5. external wall insulation Special mounting structure according to claim 3, it is characterized in that, in the perpendicular of the guide part both sides
Manhole is provided with plate；When the vertical keel is placed in the groove on the guide part, make c-type knot on the vertical keel
The openend of structure is implanted into towards bottom portion of groove by fashion of extrusion, then use hard stainless steel drilling tail bolt to be interference fitted
The manhole that mode is screwed on the riser of the guide part both sides is interior and screw into the both sides panel of the vertical keel c-type structure
On, realize the affixed of guide part and vertical keel.
6. external wall insulation Special mounting structure according to claim 5, it is characterized in that, external wall insulation includes outside
Plate, interior plate and the heat-insulation layer between the outer panel and the interior plate；The external wall insulation passes through cladding group
Part is articulated on the vertical keel；Specifically：The dry-hanging component includes heterotypic bolt and stainless steel --- and-nylon combination is female,
The heterotypic bolt by being fastenedly connected between the Bolted End-plate of its bottom and the medial surface of the outer panel, the heat-insulation layer with
And the interior plate is sequentially vertically worn and is connected on the heterotypic bolt, the stainless steel ----nylon combination box thread is connected to institute
State in the screw top section of heterotypic bolt and be in close contact with the medial surface of the interior plate, to realize to outer panel, heat-insulation layer
Connected with the locking of interior plate；The stainless steel ----nylon combination main bag includes the rectangular slab of the bottom made of nylon material
Block and the tetragonal body plate on top, the length of its rectangle plate to size be more than vertical keel rise to the bait hanging hole upper wide section it is wide
Degree, the annular groove of a four sides indent is provided with the position that rectangle plate connects in tetragonal body plate lower end, makes what is formed
Neck section is to hook the square-section that narrow portion position under hole is in gap cooperation with vertical keel；It is close in the tetragonal body plate
Upper-end part of driving interlocking has steel flange nut, and internal thread hole is provided with the axial line of rectangle plate and tetragonal body plate,
The internal thread hole connects with the center internal thread hole of the steel flange nut and both are coherent formula screw thread, and nylon section spiral shell
Line thread is shallower；When the external wall insulation is articulated on the vertical keel by dry-hanging component, make the stainless steel --- Buddhist nun
Dragon combines the tetragonal body plate on female top and stretched into from the rise to the bait top wide opening position of hanging hole of vertical keel, moves down, makes vertical afterwards
The rise to the bait base of hanging hole of keel falls into stainless steel --- in the female annular groove of nylon combination；The vertical keel is risen to the bait under hanging hole
The width of square slot is less than the width of tetragonal body plate, it is achieved thereby that external wall insulation and vertical keel are reliably connected.
7. a kind of exterior-wall heat insulation method of plate installation, it is characterized in that, comprise the following steps：
(1) external wall insulation being prefabricated in the factory, vertical keel and anchor slab, are transported into job site；
The external wall insulation includes outer panel, interior plate and the insulation between the outer panel and the interior plate
Layer；Fixation is attached by dry-hanging component between each flaggy of external wall insulation；
The vertical keel is that the C-shaped structure in cross section is made by steel plate or steel pipe, is opened on vertical keel with c-type structure
It is provided with and the stainless steel on the dry-hanging component in the relative front plate in mouth end --- the supporting hook hole of nylon combination parent phase；
The anchored framework is as claimed in claim 1；
(2), measured at the construction field (site) using survey tool, according to measurement result, draw actual measurement architectural elevation；
(3) row's plate, is carried out according to actual measurement architectural elevation, obtains material cutting plan；
(4), constructed according to material cutting plan and external wall insulation, draw anchor slab figure and vertical keel figure；Anchor slab figure should position expanding screw
Bolt position, vertical keel figure answer the level height in positioning hanger hole；
(5), according to anchor slab figure, the snap the line on entity metope；Snap the line should orient the center of expansion bolt and erecting for anchor slab
To center line；
(6), according to the expansion bolt center of ejection, using the impact drilling, expansion bolt, and coarse positioning anchor are placed afterwards
Plate；
(7) after the anchor slab of four facades slightly all, is set into position, according to row's plate requirement, it is accurately positioned out in advance vertical per exclusive
Top and lowermost end the anchor slab positioning of wall heat-insulating board, its expansion bolt is tightened, last check is done after fastening, accurate to ensure
It is errorless；
(8), on the basis of top and lowermost end anchor slab, the positioning of other middle position anchor slab vertical centerlines is completed；
(9) hole in the hook hole at the bottommost or other any identical absolute altitudes of all vertical keels, is ensured by level meter
Bottom absolute altitude is identical, while ensures that vertical keel is vertically vertical, and vertical keel lateral surface is in same plane, finally using hard
Vertical keel is fixed on anchor slab by stainless steel drilling tail bolt；
(10), along metope from bottom to top, in and left and right installation external wall insulation, make the stainless steel on external wall insulation --- Buddhist nun
Dragon combination mother is hooked on vertical keel in corresponding hook hole.
8. exterior-wall heat insulation method of plate installation according to claim 7, it is characterized in that, the dry-hanging component includes heterotypic bolt
And stainless steel --- nylon combination is female, and the heterotypic bolt between the Bolted End-plate of its bottom and the medial surface of outer panel by using
The mode of stainless steel pulling rivet is fastenedly connected, and the heat-insulation layer and the interior plate are sequentially vertically worn and be connected on the heterotypic bolt
On, the stainless steel --- nylon combination box thread be connected in the screw top section of the heterotypic bolt and with the interior plate
Medial surface be in close contact, to realize that locking to outer panel, heat-insulation layer and interior plate connects；
The stainless steel --- nylon combination main bag includes the tetragonal body on the rectangular panel blocks of bottom and top made of nylon material
Plate, the length of its rectangular panel blocks are more than vertical keel to size and risen to the bait the upper wide section width of hanging hole, tetragonal body plate lower end with
The position that rectangular panel blocks connect is provided with the annular groove of a four sides indent, and it is to be hooked with vertical keel to make the neck section to be formed
Narrow portion position is in the square-section that gap coordinates under hole；There is steel flange close to upper-end part of driving interlocking in the tetragonal body plate
Nut, internal thread hole, the internal thread hole and the steel flange are provided with the axial line of rectangular panel blocks and tetragonal body plate
The center internal thread hole of nut connects and both have identical pitch.
9. exterior-wall heat insulation method of plate installation according to claim 8, it is characterized in that, the hook hole on the vertical keel is in
The narrow intercommunicating pore structure in the wide bottom in top, and lower narrow portion position be shaped as it is square；
Making the stainless steel on external wall insulation in step (10) --- nylon combination mother is hooked on corresponding hook hole on vertical keel
It is interior, be specifically：Making stainless steel in dry-hanging component --- the tetragonal body plate on nylon combination mother top is risen to the bait hanging hole from vertical keel
Top wide opening position is stretched into, overall afterwards to move down external wall insulation and dry-hanging component, falls the rise to the bait base of hanging hole of vertical keel
Enter stainless steel --- in the female annular groove of nylon combination, it is achieved thereby that external wall insulation and vertical keel are reliably connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710918780.1A CN107663949B (en) | 2017-09-30 | 2017-09-30 | External wall insulation Special mounting structure and installation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710918780.1A CN107663949B (en) | 2017-09-30 | 2017-09-30 | External wall insulation Special mounting structure and installation method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107663949A true CN107663949A (en) | 2018-02-06 |
| CN107663949B CN107663949B (en) | 2019-08-09 |
Family
ID=61097632
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710918780.1A Active CN107663949B (en) | 2017-09-30 | 2017-09-30 | External wall insulation Special mounting structure and installation method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107663949B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109372211A (en) * | 2018-10-22 | 2019-02-22 | 浙江森晟建设有限公司 | Wall decoration hanging plate installation system |
| CN111502292A (en) * | 2020-05-06 | 2020-08-07 | 河南远大可持续建筑科技有限公司 | Sinking type process method for expansion bolt of wall through hole of autoclaved aerated concrete wallboard |
| CN112854496A (en) * | 2019-11-27 | 2021-05-28 | 中国建筑第七工程局有限公司 | Assembled external wall insulation system with fire prevention function |
| CN113863603A (en) * | 2021-09-14 | 2021-12-31 | 潘公平 | Wall structure, wall brick dry hanging structure and manufacturing method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005097869A (en) * | 2003-09-22 | 2005-04-14 | Asahi Kasei Homes Kk | Installation structure of projected corner panel |
| CN2749979Y (en) * | 2004-11-10 | 2006-01-04 | 康玉范 | Three dimension adjustable joist member device |
| CN102720325A (en) * | 2012-06-21 | 2012-10-10 | 苏州市龙盈节能墙体材料有限公司 | Inserting type metal hanging element structure for dry hanging external wall composite decoration plate |
| CN203145258U (en) * | 2013-01-22 | 2013-08-21 | 沈阳远大铝业工程有限公司 | Three-dimensional adjustable adaptor device for curtain walls |
-
2017
- 2017-09-30 CN CN201710918780.1A patent/CN107663949B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005097869A (en) * | 2003-09-22 | 2005-04-14 | Asahi Kasei Homes Kk | Installation structure of projected corner panel |
| CN2749979Y (en) * | 2004-11-10 | 2006-01-04 | 康玉范 | Three dimension adjustable joist member device |
| CN102720325A (en) * | 2012-06-21 | 2012-10-10 | 苏州市龙盈节能墙体材料有限公司 | Inserting type metal hanging element structure for dry hanging external wall composite decoration plate |
| CN203145258U (en) * | 2013-01-22 | 2013-08-21 | 沈阳远大铝业工程有限公司 | Three-dimensional adjustable adaptor device for curtain walls |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109372211A (en) * | 2018-10-22 | 2019-02-22 | 浙江森晟建设有限公司 | Wall decoration hanging plate installation system |
| CN112854496A (en) * | 2019-11-27 | 2021-05-28 | 中国建筑第七工程局有限公司 | Assembled external wall insulation system with fire prevention function |
| CN111502292A (en) * | 2020-05-06 | 2020-08-07 | 河南远大可持续建筑科技有限公司 | Sinking type process method for expansion bolt of wall through hole of autoclaved aerated concrete wallboard |
| CN113863603A (en) * | 2021-09-14 | 2021-12-31 | 潘公平 | Wall structure, wall brick dry hanging structure and manufacturing method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107663949B (en) | 2019-08-09 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107663949B (en) | External wall insulation Special mounting structure and installation method | |
| WO2017031627A1 (en) | Assembled building structure, wallboard installation hanger, and assembled building construction method | |
| CN105113671A (en) | Construction method of large conchoidal hyperbolic curtain wall | |
| CN201292587Y (en) | Combined stone curtain wall connecting piece for high-rise building | |
| CN106193098B (en) | Foundation structure for reinforcing lifting gear | |
| US20090064619A1 (en) | Building Construction With Lost Shuttering and Construction Method | |
| US6817151B2 (en) | Channel-reinforced concrete wall panel system | |
| CN113026950B (en) | Steel structure advanced and core tube concrete separation construction method | |
| CN105421816B (en) | Insulation energy-saving assembling house and construction method | |
| US20080016805A1 (en) | Truss lock floor systems and related methods and apparatus | |
| CN113006353A (en) | Construction method of prefabricated hanging plate curtain wall | |
| CN208473113U (en) | A kind of factory building roof rack project installation structure | |
| CN110130551A (en) | A kind of bolt method cell cube GRC curtain wall construction and its construction method | |
| CN110016985A (en) | Stone curtain wall assembled angle steel lattice spine support system and its construction | |
| CN107190861A (en) | A kind of contrary sequence method template construction technique | |
| CN109853973A (en) | For the field erected overhanging type supporting and positioning device of prefabricated air-conditioning plate | |
| CN210395868U (en) | Reinforcing steel bar split heads | |
| CN210152143U (en) | A connection structure for concrete cladding panel hoist and mount construction | |
| CN105863130A (en) | External wall panel mounting joint | |
| CN105863136A (en) | Outer wallboard mounting node | |
| CN111576681A (en) | FS composite heat-preservation construction integrated technology construction process | |
| CN217232463U (en) | Prefabricated staircase and ladder beam connecting device | |
| JP3244102U (en) | Steel house foundation structure and anchor set used therein | |
| CN108149877B (en) | Large-area nano crystallite dried hanging method | |
| Green | PUBLIC WORKS BUILDING WALKER, IOWA |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |