CN109318363A - The preparation method and external wall self-insulation system assembly method of assembled architecture outer wall plate - Google Patents
The preparation method and external wall self-insulation system assembly method of assembled architecture outer wall plate Download PDFInfo
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- CN109318363A CN109318363A CN201910003124.8A CN201910003124A CN109318363A CN 109318363 A CN109318363 A CN 109318363A CN 201910003124 A CN201910003124 A CN 201910003124A CN 109318363 A CN109318363 A CN 109318363A
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- supporting course
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- 238000002360 preparation method Methods 0.000 title claims abstract description 81
- 238000009413 insulation Methods 0.000 title claims description 80
- 238000000034 method Methods 0.000 title claims description 25
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 295
- 239000010959 steel Substances 0.000 claims abstract description 294
- 238000005452 bending Methods 0.000 claims abstract description 206
- 239000004568 cement Substances 0.000 claims abstract description 113
- 239000004744 fabric Substances 0.000 claims abstract description 103
- 239000004567 concrete Substances 0.000 claims abstract description 102
- 238000005266 casting Methods 0.000 claims abstract description 56
- 239000011440 grout Substances 0.000 claims abstract description 44
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 40
- 239000000835 fiber Substances 0.000 claims abstract description 33
- 238000004321 preservation Methods 0.000 claims abstract description 28
- 210000003195 fascia Anatomy 0.000 claims abstract description 27
- 239000002557 mineral fiber Substances 0.000 claims description 148
- 229910052500 inorganic mineral Inorganic materials 0.000 claims description 54
- 239000011707 mineral Substances 0.000 claims description 54
- 238000004873 anchoring Methods 0.000 claims description 51
- 239000002002 slurry Substances 0.000 claims description 45
- 239000004570 mortar (masonry) Substances 0.000 claims description 16
- 238000004519 manufacturing process Methods 0.000 claims description 13
- 239000002131 composite material Substances 0.000 claims description 11
- 238000005336 cracking Methods 0.000 claims description 11
- 238000011065 in-situ storage Methods 0.000 claims description 10
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- 238000003780 insertion Methods 0.000 claims description 3
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- 239000010410 layer Substances 0.000 description 655
- 238000010276 construction Methods 0.000 description 44
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- 238000005345 coagulation Methods 0.000 description 6
- 238000007711 solidification Methods 0.000 description 6
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- 238000010586 diagram Methods 0.000 description 4
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- 238000009417 prefabrication Methods 0.000 description 4
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- 229920003023 plastic Polymers 0.000 description 3
- 238000007664 blowing Methods 0.000 description 2
- 239000011521 glass Substances 0.000 description 2
- 239000011490 mineral wool Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 239000010902 straw Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 229920002430 Fibre-reinforced plastic Polymers 0.000 description 1
- 240000002853 Nelumbo nucifera Species 0.000 description 1
- 235000006508 Nelumbo nucifera Nutrition 0.000 description 1
- 235000006510 Nelumbo pentapetala Nutrition 0.000 description 1
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Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B1/00—Producing shaped prefabricated articles from the material
- B28B1/14—Producing shaped prefabricated articles from the material by simple casting, the material being neither forcibly fed nor positively compacted
- B28B1/16—Producing shaped prefabricated articles from the material by simple casting, the material being neither forcibly fed nor positively compacted for producing layered articles
-
- 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
- E04B1/762—Exterior insulation of exterior walls
Landscapes
- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Architecture (AREA)
- Acoustics & Sound (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
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- Building Environments (AREA)
Abstract
The preparation method of Side fascia of the present invention includes the following steps: the preparation of (1) crack-resistant layer and insulating layer；(2) setting in bending resistance portion: after heat preservation formable layer, steel wire and/or fibrous mesh cloth are laid on insulating layer, then it is laid with cement enhancement layer on steel wire or fibrous mesh cloth or anticracking grout layer forms bending resistance portion, supporting course at least side is inwardly indented to form notch with respect to insulating layer, the side and insulating layer that supporting course is inwardly indented form boundary line, and steel wire and/or fiber mesh, which are covered with, to be layered on outside boundary line and extend in the insulating layer in boundary line；(3) mold is arranged in the preparation of supporting course in the bending resistance portion of insulating layer, is laid with reinforcing bar after-pouring concrete in mold and supporting course is made.The extension insulating layer that the present invention solves heat-preserving load-bearing integrated exterior wall plate serve as template spelling do it is framed after, during casting concrete because the lateral pressure of casting concrete is excessive, and insulating layer is caused to split cruelly the problem of.
Description
Technical field
The invention belongs to assembled architecture technical field of prefabricated, and in particular to a kind of system of assembled architecture outer wall plate
Preparation Method and external wall self-insulation system assembly method.
Background technique
The exterior wall of existing assembled architecture, one is the outer shear wall plates of concrete structure, without the function of heat-insulated heat preservation
Can, it can not meet the requirement of building energy conservation.Another kind is that insulation board is pressed from both sides between two pieces of cement plates, two pieces of cement plates and insulation board
Between fixed with socketing part, form sandwich type wallboard, such as application number: 201711187409.9, entitled " load-bearing, guarantor
The novel prefabricated assembled shear wall of warm integration and construction method " patent document in, be related to a kind of load-bearing, heat insulation integrated new
The prefabricated assembled shear wall of type and construction method, belong to assembled architecture technical field of construction.It is described novel prefabricated assembled to cut
Power wall includes the interior impeller for being provided with vertical distribution bar and transversely distributed steelbar, outer impeller, insulation construction layer, and if bole
Matter be fibre reinforced plastics connector, the connector pass through the insulation construction layer, both ends be individually fixed in the interior impeller,
In outer impeller；The main problem of this scheme is: first, not having compatibility between trilaminate material, needing largely to socket part and wear
Two pieces of cement plates and intermediate insulation board are crossed, so that two pieces of cement plates is clamped insulation board, workload is also larger, sockets part price
It is high.Second, two pieces of clear-cuts between cement plate and insulation board, structure does not have such as sandwich, two pieces of cement plates with insulation board
Organically it is closely linked, triplicity is not close, and two pieces are easy to loosen between cement plate and insulation board, such as fire,
Insulation board burning shinkage, connector failure, heavy outer page cement plate have the hidden danger to fall off.Third, load-bearing composite insulation boards
Extension insulating layer serve as template spelling do it is framed after, cause to keep the temperature because coagulation earth lateral pressure is excessive during casting concrete
The problem of layer is split cruelly.
When doing exterior wall heat-preserving system, the way of current art is, after the lifting positioning of external wallboard, in Side fascia
Supporting course serves as the primary structure member of building, and the insulating layer and outer impeller in adjacent two blocks of Side fascias are stitched together, and is used as outer
Inner template is arranged in template between adjacent two supporting course, and support frame is arranged in the outside of inside and outside template, and screw rod through walls passes through inside and outside
Template is fixed together with support frame by tightening the nut at screw rod both ends through walls, prevents casting concrete by template and support frame
During template split cruelly.Such as application number: 201710168470.2, entitled " frame-shear structure exterior wall application assembled knot
The construction and engineering method of structure self-heat conserving batten " patent document in, the technical solution that provides are as follows: including inner template, exterior sheathing, dress
With formula structure self-heat-insulation batten and built-in anchor bolt through walls, built-in anchor bolt through walls is by two fixed form screw rods and an intermediate supports
Screw rod composition, intermediate supports screw rod both ends pass through inside and outside tapered cup nut respectively and dock fixation with the fixed form screw rod of two sides,
Microcephaly's direction center of inside and outside tapered cup nut；Inner flap, interior nut are bolted on the fixed form screw rod of inside, in inner flap
Inner template is equipped on fixed form screw rod between inner conical nut and tightens fixation；On the fixed form screw rod in outside
It is bolted with outer baffle, exterior nut cap, be equipped with exterior sheathing on the fixed form screw rod between outer baffle and male-tapered nut and is twisted
It fastens；Middle nut is bolted on intermediate supports screw rod, welding is equipped with metal plate on the outside of outer tapered cup nut, in middle nut and outside
Fabricated construction self-heat conserving batten, fabricated construction self-heat conserving batten are equipped on intermediate supports screw rod between tapered cup nut
Outside, which is equipped with the bellmouth with tapered cup nut shape adaptation and is embedded in cooperation, tightens fixation；Fabricated construction self-heat conserving batten packet
Include the light heat-insulation mortar bed of insulation board layer and insulation board layer lateral surface；It is between inner template and fabricated construction self-heat conserving batten
It is reserved to pour wall body position.The main problem of such technical solution is that (one) screw rod through walls passes through insulating layer, and insulating layer needs
Punching, destroys insulating layer.If being provided with decorative layer outside insulating layer, screw rod through walls also needs guiding through decorative layer, can further break
Bad decorative layer.(2) when insulating layer makees exterior sheathing, support frame need to be installed on the outside of insulating layer, constructs in assembled architecture multiple
Miscellaneous, difficulty is larger.
In conclusion problem to be solved is: 1, developing a kind of material compatible, insulating layer, supporting course and decorative layer are complete
Complete integrated prefabricated Side fascia.Solve there is no compatibility between current sandwich type wallboard trilaminate material, two blocks of water
Clear-cut between mud plate and insulation board, the poor problem of globality.2, when solving to pour outer wall self heat-preserving connecting column, insulating layer
The problem of outside needs to install screw rod and support frame through walls, and construction is complicated, and difficulty is larger, destroys insulating layer and decorative layer.3, into one
Step reinforces the bond strength of heat-preserving load-bearing integrated exterior wall plate insulating layer and supporting course intersection, improves the flexural strength of insulating layer
And bending strength, solve heat-preserving load-bearing integrated exterior wall plate extension insulating layer serve as template spelling do it is framed after, pouring coagulation
During soil because the lateral pressure of casting concrete is excessive to cause insulating layer to split cruelly the problem of.
Summary of the invention
The object of the present invention is to provide a kind of preparation method of assembled architecture outer wall plate that preparation structure is had excellent performance with
And assembly technology can be simplified, assembly efficiency is improved, work progress does not destroy the external wall self-insulation system of insulating layer and decorative layer
Assembly method.
Above-mentioned purpose is to be achieved through the following technical solutions:
A kind of preparation method of assembled architecture outer wall plate, includes the following steps:
(1) preparation of crack-resistant layer and insulating layer: being laid with steel wire or fibrous mesh cloth in mold, be then laid with cement slurry or
Crack-resistant layer is made in anticracking grout, then insulating layer is arranged on crack-resistant layer top；
(2) steel wire and/or fibrous mesh cloth and cement enhancement layer or cracking resistance sand the setting in bending resistance portion: are laid on insulating layer
Pulp layer, so that the steel wire and/or fibrous mesh cloth, which are arranged in cement enhancement layer or anticracking grout layer, constitutes bending resistance portion；
(3) preparation of supporting course: mold is set in the bending resistance portion of insulating layer, is laid with reinforcing bar after-pouring concrete in mold and is made
Supporting course, the supporting course and insulating layer are solidified into one and constitute the heat-preserving load-bearing integrated exterior wall plate at no interface；
Wherein, the supporting course at least a side is inwardly indented to form notch with respect to insulating layer, what the supporting course was inwardly indented
Steel wire and/or fibre are all completely spread on the insulating layer of side and insulating layer formation boundary line, the boundary line outside and inside
Grid cloth is tieed up, the cement enhancement layer or anticracking grout layer are arranged on the outside of boundary line and extend on the inside of boundary line, or at least
Insulating layer on the outside of the boundary line of a side is equipped with bending resistance portion, and the bending resistance portion extends on the inside of boundary line.
In assembled architecture, when adjacent heat-preserving load-bearing integrated exterior wall plate pours connection, insulating layer and supporting course have a common boundary
Place is easy cracking, and template is led to the problem of when causing to pour and is split cruelly, therefore insulating layer and supporting course intersection need that bending resistance is arranged
Portion.The present invention is laid with steel wire and/or fibrous mesh cloth and cement enhancement layer or cracking resistance in insulating layer and supporting course intersection
On the one hand screed substantially increases the bending strength of the insulating layer of insulating layer and supporting course intersection, by fibrous mesh cloth or
The tensile strength of steel wire is converted into the bending strength of the insulating layer of insulating layer and supporting course intersection, dexterously solves heat preservation
The extension insulating layer of load-bearing integrated exterior wall plate serve as template and spell do it is framed after, because pouring coagulation during casting concrete
Earth lateral pressure is excessive and the problem of causing insulating layer to split cruelly, play the role of bending resistance portion.
Discontented paving steel wire or fibrous mesh cloth on the inside of the boundary line simultaneously, such as 100mm wide is spread on the inside of boundary line
Steel wire can greatly reduce the usage amount of steel wire, cost is greatly reduced.
Further technical solution is that the insulating layer is to pour insulation board made of heat insulation mortar on crack-resistant layer top.
The technical program is by the agriculture and forestry organic waste materials such as cement and agricultural crop straw, sawdust, aglite, additive, microballon blowing promotor etc.
It mixes, is chemically reacted, generate the very high insulating layer of firmness, be laid with steel on insulating layer after keeping the temperature formable layer
Muscle, then casting concrete, is made supporting course, and the concrete slurry of supporting course and the cement base slurry of insulating layer are frozen into one
Body constitutes heat preservation without interface, load-bearing integrated exterior wall plate, and the heat preservation, the hardened structure good integrity of load-bearing integrated exterior wall are unbounded
Face, tensile bond intensity is high, distinguishes the hardened structure of conventional vacuum.Do not have to connect using connector between insulating layer supporting course, save
Cost.
Further technical solution is that the insulating layer is mineral fiber tilesn, and the mineral fiber tilesn is located at crack-resistant layer, resists
Between turn of bilge and supporting course, mineral fibres one end on the mineral fiber tilesn is vertical with crack-resistant layer and is frozen into one with crack-resistant layer
Body, the other end is vertical with bending resistance portion and supporting course and is solidified into one with bending resistance portion and supporting course.Method particularly includes:
(1) preparation of crack-resistant layer and insulating layer: being laid with steel wire or fibrous mesh cloth in mold, be then laid with cement slurry or
Crack-resistant layer is made in anticracking grout, and mineral fibres of the mineral fiber tilesn as insulating layer, on mineral fiber tilesn is laid on crack-resistant layer
All vertical with crack-resistant layer, the cement slurry on crack-resistant layer wraps up one end of the mineral fibres on mineral fiber tilesn, and coagulates
Gu together, forming isothermal solidifying adhesive layer in mineral fiber tilesn, isothermal solidifying adhesive layer is by mineral fiber tilesn and crack-resistant layer
It is solidified into one, is strongly adhered to crack-resistant layer together with mineral fiber tilesn；
(2) setting in bending resistance portion: steel wire and/or fibrous mesh cloth are laid on mineral fiber tilesn, then in the steel wire
And/or cement enhancement layer or anticracking grout layer, the cement slurry of cement enhancement layer or anticracking grout layer are laid on fibrous mesh cloth
The other end of mineral fibres is wrapped up, and is freezing together, forms isothermal solidifying adhesive layer, heat preservation in the mineral fiber tilesn other side
Mineral fiber tilesn and cement enhancement layer or anticracking grout layer are solidified into one by solidification adhesive layer, form bending resistance portion, wherein described
Supporting course at least a side is inwardly indented to form notch with respect to insulating layer, the side that the supporting course is inwardly indented and the heat preservation
The steel wire and/or fibrous mesh cloth are all completely spread on the insulating layer of layer formation boundary line, the boundary line outside and inside, or
Steel wire and/or fibrous mesh cloth are completely spread on insulating layer on the outside of the boundary line, and paving steel wire is discontented on the insulating layer of inside
And/or fibrous mesh cloth；
(3) preparation of supporting course: mold is set in the bending resistance portion of mineral fiber tilesn, is laid with reinforcing bar after-pouring concrete in mold
Supporting course is made, mineral fibres is vertical with supporting course, and the cement slurry of supporting course wraps up one end of mineral fibres, and is set in
Together, isothermal solidifying adhesive layer is formed in mineral fiber tilesn, isothermal solidifying adhesive layer solidifies mineral fiber tilesn and supporting course
Integrally.The supporting course, insulating layer and crack-resistant layer are solidified into one and constitute the heat-preserving load-bearing integrated exterior wall plate at no interface.
In the technical program, mineral fiber tilesn such as rock wool board, glass mat etc. has heat insulation effect good, and fire protecting performance is good
The advantages that, but there are many layerings for mineral fiber tilesn, and the mineral fibres bonding of layering is reduced guarantor at one piece again using adhesive
Temp effect, the technical program hang down cement enhancement layer of the mineral fibres silk both ends respectively with inside and outside on mineral fiber tilesn
Directly, wrap up cement the both ends of ten million root mineral fibres silk respectively, generates firm concrete layer at mineral fibres silk both ends,
It is securely joined with insulating layer and inside and outside page enhancement layer integrally.
Further technical solution is that in the preparation of step (3) supporting course, mould is arranged in the bending resistance portion of insulating layer
Tool, production the first overlapping supporting course, reinforcing bar is placed on the first overlapping supporting course, the side of the reinforced frame is fixed on
In the first overlapping supporting course, the second overlapping supporting course is then made, then the other side of the reinforced frame is fixed on described
In second overlapping supporting course, there is cavity between the first overlapping supporting course and the second overlapping supporting course, the reinforced frame is located at
In cavity.Supporting course makes in two steps in the technical program, and the first step prefabricated first overlapping supporting course and second in factory is folded
Supporting course is closed, has cavity between the first overlapping supporting course and the second overlapping supporting course, the reinforced frame is located at the cavity
Interior, the two sides of reinforced frame are individually fixed in the first overlapping supporting course and the second overlapping supporting course；Second step is constructed rank at the scene
Section, after the assembled architecture outer wall plate in-site installation, the casting concrete in the cavity constitutes third and overlaps load-bearing
Layer.First overlapping supporting course, the second overlapping supporting course and third overlapping supporting course are combined together.The technical program is pre- by factory
System is organically combined with site operation, completes the production of supporting course in two stages.Be conducive to assembled architecture outer wall plate scene dress
To match, assembly node is firmly combined, and improves wall anti-seismic performance, and it is easy for construction, improve speed of application.
In the technical program, the reinforced frame is steel bar girder.
The present invention also provides a kind of preparation methods of assembled architecture outer wall plate, include the following steps:
(1) preparation of supporting course: supporting course is made in setting mold, the interior reinforcing bar after-pouring concrete that is laid with of mold；
(2) setting in bending resistance portion and insulating layer: after load-bearing formable layer, at left and right sides of the upper surface of closely supporting course, bottom side or top
Template is arranged in side, be laid on the supporting course and the template steel wire and/or fibrous mesh cloth and cement enhancement layer or
Anticracking grout layer resists so that the steel wire and/or fibrous mesh cloth are arranged in cement enhancement layer or anticracking grout layer to constitute
Turn of bilge, wherein steel wire and/or fibrous mesh cloth, the cement enhancement layer or cracking resistance are all completely spread in the template and supporting course
Screed is arranged in template and extends on supporting course or be equipped with bending resistance portion in the template, and the bending resistance portion, which extends to, holds
On double-layer, then insulating layer is set on supporting course and bending resistance portion, the supporting course is solidified into one with bending resistance portion and insulating layer；
(3) preparation of crack-resistant layer: being laid with steel wire or fibrous mesh cloth on the insulating layer, is then laid with cement slurry or anti-
It splits mortar and crack-resistant layer is made, crack-resistant layer is solidified into one with insulating layer；The supporting course, insulating layer and crack-resistant layer are solidified into one
And constitute the heat-preserving load-bearing integrated exterior wall plate without interface.
Further technical solution is that the insulating layer is to pour heat insulation mortar system on supporting course and two sides bending resistance portion
At.
Further technical solution is, the insulating layer is mineral fiber tilesn, the mineral fiber tilesn be located at crack-resistant layer and
Between bending resistance portion and supporting course, mineral fibres one end on the mineral fiber tilesn is vertical with crack-resistant layer and is frozen into crack-resistant layer
One, the other end is vertical with bending resistance portion and supporting course and is solidified into one with bending resistance portion and supporting course.Method is as follows:
(1) preparation of supporting course: supporting course is made in setting mold, the interior reinforcing bar after-pouring concrete that is laid with of mold,
(2) setting in bending resistance portion and insulating layer: after load-bearing formable layer, the closely left and right sides of supporting course upper surface, bottom side or top
Template is arranged in side, steel wire and/or fibrous mesh cloth is completely spread on the supporting course and the template, or in the template
Completely spread steel wire and/or fibrous mesh cloth, be discontented on the inside of the boundary line of the template and the supporting course paving steel wire and/or
Then fibrous mesh cloth is laid with cement enhancement layer or anticracking grout layer on the steel wire and/or fibrous mesh cloth, constitute anti-
Turn of bilge, then mineral fiber tilesn is placed on the supporting course and cement enhancement layer or anticracking grout layer, on the mineral fiber tilesn
Mineral fibres it is vertical with supporting course and cement enhancement layer or anticracking grout layer, supporting course and cement enhancement layer or anticracking grout layer
On cement slurry one end of mineral fibres is wrapped up, and be freezing together, form isothermal solidifying bonding in mineral fiber tilesn
Mineral fiber tilesn and supporting course are solidified into one by layer, isothermal solidifying adhesive layer.
(3) preparation of crack-resistant layer: it is laid with steel wire or fibrous mesh cloth on mineral fiber tilesn, is then laid with cement slurry
Or crack-resistant layer is made in anticracking grout, the cement slurry on crack-resistant layer wraps up the other end of the mineral fibres, and is set in one
It rises, forms isothermal solidifying adhesive layer in mineral fiber tilesn, mineral fiber tilesn and crack-resistant layer are frozen by isothermal solidifying adhesive layer
One.
The supporting course, insulating layer and crack-resistant layer are solidified into one and constitute the heat-preserving load-bearing integrated exterior wall at no interface
Plate.
Further technical solution is, in the preparation of step (1) supporting course, mold is arranged, is laid with reinforcing bar in mold
After-pouring concrete for making first overlaps supporting course, and reinforcing bar is placed on the first overlapping supporting course, the reinforced frame
Side is fixed in the first overlapping supporting course, then makes the second overlapping supporting course, then by the other side of the reinforced frame
It is fixed in the second overlapping supporting course, has cavity between the first overlapping supporting course and the second overlapping supporting course, it is described
Reinforced frame is located in cavity.
Supporting course makes in two steps in the technical program, and the first step prefabricated first overlapping supporting course and second in factory is folded
Supporting course is closed, has cavity between the first overlapping supporting course and the second overlapping supporting course, the reinforced frame is located at the cavity
Interior, the two sides of reinforced frame are individually fixed in the first overlapping supporting course and the second overlapping supporting course；Second step is constructed rank at the scene
Section, after the assembled architecture outer wall plate in-site installation, the casting concrete in the cavity constitutes third and overlaps load-bearing
Layer.First overlapping supporting course, the second overlapping supporting course and third overlapping supporting course are combined together.The technical program is pre- by factory
System is organically combined with site operation, completes the production of supporting course in two stages.Be conducive to assembled architecture outer wall plate scene dress
To match, assembly node is firmly combined, and improves wall anti-seismic performance, and it is easy for construction, improve speed of application.
Further technical solution is that bottom side bending resistance portion uses fibrous mesh cloth, and left and right sides bending resistance portion is adopted
From top to bottom steel wire is successively laid with steel wire or left and right sides bending resistance portion and steel wire is superimposed fibrous mesh cloth.In bottom side
Bending resistance portion uses fibrous mesh cloth, and two sides bending resistance portion uses steel wire, cost can be greatly lowered.Because in upper and lower Side fascia
When pouring connection, bottom side insulating layer serves as template and is first poured, and suffered lateral pressure is small, and bottom side bending resistance portion need to only use web
Ge Bu can meet the intensity requirement of suffered lateral pressure.And pour the connecting portions of adjacent two blocks of Side fascias because of wall from top to bottom
Suffered lateral pressure is incremented by, and two sides bending resistance portion must use steel wire, or just be able to satisfy intensity using steel wire superposition fibrous mesh cloth
It is required that.Fibrous mesh cloth is superimposed using steel wire, compared with using clad steel silk screen, cost can be greatly lowered.
Further technical solution is, in the steel wire or fibrous mesh cloth, between horizontal wire or horizontal fibre silk
Longitudinal pitch be less than horizontal space between longitudinal steel wire or longitudinal fiber silk, between the horizontal wire or horizontal fibre silk
Longitudinal pitch from top to bottom successively decrease or the longitudinal pitch between the horizontal wire or horizontal fibre silk is from top to bottom segmented and passs
Subtract or the diameter of the horizontal wire, horizontal fibre silk is from top to bottom incremented by by root or the horizontal wire, horizontal fibre silk
Diameter from top to bottom segment increasing or the insulating layer are from top to bottom successively laid with steel wire and steel wire is superimposed fiber mesh
Cloth.
It is outer due to serving as when adjacent two pieces of heat-preserving load-bearings integrated exterior wall plate pours connection in assembled architecture construction
Lateral pressure suffered by the two sides insulating layer of template is concentrated mainly on horizontal wire, and lateral pressure suffered by longitudinal steel wire is relatively
It is small, therefore the longitudinal pitch between horizontal wire is less than the horizontal space between longitudinal steel wire.
Equally, it is poured in connection in assembled architecture, since two sides insulating layer serves as the framed exterior sheathing of concreting
When, pressure suffered by the insulating layer of two sides is incremented by from top to bottom, therefore in the technical program, the steel wire or fibrous mesh cloth
The intensity that technical characteristic is conducive to two sides insulating layer is incremented by from top to bottom, it is ensured that two sides when pouring connection as exterior sheathing are kept the temperature
Layer will not be split cruelly, while decrease the usage amount of reinforcing bar, considerably reduce cost.
Further technical solution is that rack is provided in the insulating layer, and there is thermal insulating material at the heat bridge position of the rack
Material.The technical program is high for building energy conservation requirement, and net is arranged in the very thick situation of the insulating layer of Side fascia in insulating layer
Frame can further improve the intensity and tensile property of insulating layer.There is thermal insulation material at the heat bridge position of rack, has both increased heat preservation
The intensity and tensile property of layer, and make insulating layer that there is good heat insulation effect.
Further technical solution is that the lateral surface of the crack-resistant layer is provided with finish coat.
Because the adhesive strength of the insulating layer of heat-preserving load-bearing integrated exterior wall plate and supporting course is high in the present invention, insulating layer resists
Curved intensity is high, is not required to first punch on the insulating layer and finish coat for serve as exterior sheathing when adjacent exterior wall assembles construction, then
Inner template, insulating layer, finish coat and fixing frame of formworks are passed through from hole with screw rod through walls, then tighten the spiral shell at screw rod both ends through walls
Cap serves as the insulating layer of exterior sheathing to reinforce, and fixation is framed, prevent from pouring in framed, vibrated concrete when, serve as exterior sheathing
Insulating layer split cruelly, thus avoid the destruction to insulating layer and finish coat.Therefore finish coat can be prefabricated in the factory, it is not necessary to apply
In work scene after all construction links all after the completion of, then External Wall does finish coat.And finish coat is completed in factory, it can be ensured that decorations
Layer quality, solving construction site production finish coat is influenced the various quality problems generated by external worlds such as weather, temperature.
Further technical solution is that anchoring piece is provided on the inside of the boundary line, the anchoring piece include anchoring cap and
Anchor rod, the anchoring cap connect the heat preservation level, and the anchor rod passes through the bending resistance portion and is anchored at the supporting course
It is interior.In the technical program, setting anchoring piece improves the firmness of insulating layer and supporting course intersection, makes insulating layer and supporting course
The combination of intersection is stronger, improves the bending strength of insulating layer, so that the heat preservation except insulating layer and supporting course boundary line
Layer can preferably bear the lateral pressure when casting concrete when serving as template, while anchoring piece does not pass through heat preservation from outside to inside
Layer, eliminates cold-heat bridge.
Further technical solution is that the first fixing piece, the anchoring are equipped between the anchoring cap and the bending resistance portion
Bar passes through the first fixing piece.For example, being equipped with strip steel plate with holes or rectangular wire anchor between the anchoring piece and the bending resistance portion
Ring can further improve the bending strength of insulating layer two sides.
The present invention also provides a kind of assembly methods of external wall self-insulation system, include the following steps:
(1) wallboard lifts: any of the above-described heat-preserving load-bearing integrated exterior wall plate of lifting, the heat-preserving load-bearing that muti-piece mutually splices
Exterior wall of the integrated exterior wall board group at fabricated structure, the insulating layer and supporting course of the heat-preserving load-bearing integrated exterior wall plate
The vertical applied force component of insulating layer and building respectively as exterior walls of buildings body；
(2) pour self-heat conserving connecting column: the heat-preserving load-bearing integrated exterior wall plate includes at least the first heat preservation mutually spliced and holds
Weight integrated exterior wall plate and the second heat-preserving load-bearing integrated exterior wall plate, the first heat-preserving load-bearing integrated exterior wall plate include the first load-bearing
Layer and the first insulating layer, the second heat-preserving load-bearing integrated exterior wall plate includes the second supporting course and the second insulating layer, by described first
Insulating layer and the second insulating layer closely splice after as exterior sheathing, the splicing side of the first supporting course and the second supporting course by
At least one arrange the 2nd fixing piece up to lower setting, by the second fixing piece by inner template two sides be separately fixed at the first supporting course and
On second supporting course, the first heat-preserving load-bearing integrated exterior wall plate, the second heat-preserving load-bearing integrated exterior wall plate and inner template it
Between constitute without fixed framed of screw rod through walls, in the framed interior setting reinforcing bar, then pour in framed in-situ layer constitute from
Connecting column is kept the temperature, the self-heat conserving connecting column connects the first heat-preserving load-bearing integrated exterior wall plate and the second load-bearing composite insulation boards
It is integral.
In the technical program, due in the prefabricated Side fascia of insulating layer, supporting course and decorative layer completely integrated,
Insulating layer and supporting course intersection combination fastness are high, so that the insulating layer except insulating layer and supporting course boundary line serves as template
When lateral pressure when can preferably bear casting concrete, be not required to be arranged between inner template and the insulating layer for serving as exterior sheathing
Screw rod through walls, it is framed to fix also to be not required to be arranged on the outside of heat insulation formwork support frame, avoids to heat insulation formwork and decorative layer
It destroys.
Further technical solution is that first supporting course includes that the first overlapping supporting course and second overlap supporting course,
There is cavity between the first overlapping supporting course and the second overlapping supporting course, the reinforced frame is located in cavity, and the two of reinforced frame
Side is individually fixed in the first overlapping supporting course and the second overlapping supporting course, the casting concrete in cavity；Second load-bearing
Layer includes the first overlapping supporting course and the second overlapping supporting course, is had between the first overlapping supporting course and the second overlapping supporting course
Cavity, the reinforced frame are located in cavity, and the two sides of reinforced frame are individually fixed in the first overlapping supporting course and the second overlapping load-bearing
In layer, the casting concrete in cavity.
Further technical solution is, by the first heat-preserving load-bearing integrated exterior wall plate and second in the step (2)
Heat-preserving load-bearing integrated exterior wall plate is vertically arranged and structure l-shaped structure.The technical program is provided in corner, without through walls
The technical solution of self-heat conserving connecting column is poured when screw rod and support frame fixed form.It avoids and heat insulation formwork and decorative layer is broken
It is bad.
Further technical solution is to further include the lifting of interior wall shear wall in the step (1), described first is kept the temperature
Load-bearing integrated exterior wall plate, the second heat-preserving load-bearing integrated exterior wall plate and interior wall shear wall constitute T-type structure, wherein described the
One heat-preserving load-bearing integrated exterior wall plate and the second heat-preserving load-bearing integrated exterior wall plate side are spliced, inner template in the step (2)
Including the first inner template and the second inner template, the first inner template two sides are separately fixed at the first supporting course using the second fixing piece
The another of the second supporting course and interior wall shear wall is separately fixed on the side of interior wall shear wall, and by the second inner template two sides
On side, the first heat-preserving load-bearing integrated exterior wall plate, the second heat-preserving load-bearing integrated exterior wall plate, interior wall shear wall, in first
It is constituted between template and the second inner template without fixed framed of screw rod through walls, the self-heat conserving connecting column is by the first heat-preserving load-bearing one
The outside the pale of civilization wallboard of body, the second heat-preserving load-bearing integrated exterior wall plate connect integral with interior wall shear wall.
The technical program provide it is a kind of in exterior wall and interior wall junction, without screw rod through walls and when support frame fixed form
Pour the technical solution of self-heat conserving connecting column.Avoid the destruction to heat insulation formwork and decorative layer.
Further technical solution is that the inner template in the step (2) is L-type inner template, in the L-type inner template
The back side is provided with L-type ribs.The L-type ribs includes the first ribs and the second ribs, the both ends of third ribs
It is separately fixed on the first ribs and the second ribs, constitutes triangle stress ribs.In this way, internal model can be further enhanced
The anti-impact force of plate.
Further technical solution is, second fixing piece is locked instrument, the locked instrument include locking lever and
Lock bolt, and locking mouth is equipped in locking lever, constitutes locked instrument in locking bolt insertion locking mouth.In the technical program, using lock
It is fixedly mounted with and sets fixed inner template, easy to operate, construction finishes, and after removing inner template, is exposed at the locking lever outside supporting course due to adopting
It is made of plastic material, can be cut off easily with cutting machine.Solve that when using steel material as the second fixing piece, inner template is torn open
After removing, the exposed parts for the second fixing piece being embedded in supporting course are difficult to the problem removed.
Further technical solution is that the first heat-preserving load-bearing integrated exterior wall plate and the integration of the second heat-preserving load-bearing are outer
The structure muscle of the structure sheaf of the splice ends of wallboard be exposed at it is described it is framed in, the structure muscle is anchored at the self-heat conserving connecting column
It is interior.
The beneficial effects of the present invention are: 1, develop a kind of material compatible, the assembly of insulating layer, supporting course completely integrated
Formula prefabricated outer wall panel.Solving does not have compatibility between current sandwich type wallboard trilaminate material, two pieces of cement plates and insulation board
Between clear-cut, the poor problem of globality.2, it solves when pouring outer wall self heat-preserving connecting column, heat insulation formwork and inner template
Between need to install screw rod through walls, installation support frame is needed on the outside of insulating layer, construction is complicated, and difficulty is larger, destroys insulating layer and decoration
It the problem of layer, cannot be the problem of finish coat does in factory.3, it further enhances prefabricated outer wall panel insulating layer and supporting course has a common boundary
The bond strength at place, solve heat-preserving load-bearing integrated exterior wall plate extension insulating layer serve as template spelling do it is framed after, pouring
In Concrete because the lateral pressure of casting concrete is excessive, and insulating layer is caused to split cruelly the problem of.
Detailed description of the invention
The attached drawing for constituting a part of the invention is used to provide further understanding of the present invention, schematic reality of the invention
It applies example and its explanation is used to explain the present invention, do not constitute improper limitations of the present invention.
Fig. 1 is the structural schematic diagram of heat-preserving load-bearing integrated exterior wall plate involved in one embodiment of the present invention；
Fig. 2 is the sectional view of heat-preserving load-bearing integrated exterior wall plate involved in one embodiment of the present invention；
Fig. 3 is the sectional view of mineral fibres type heat-preserving load-bearing integrated exterior wall plate involved in one embodiment of the present invention；
Fig. 4 is the sectional view of heat-preserving load-bearing integrated exterior wall plate involved in another embodiment of the present invention；
Fig. 5 is the sectional view of mineral fibres type heat-preserving load-bearing integrated exterior wall plate involved in another embodiment of the present invention；
Fig. 6 is the schematic top plan view of the assembly node of external wall self-insulation system involved in one embodiment of the present invention；
Fig. 7 is the structural schematic diagram of the assembly node of external wall self-insulation system involved in Fig. 6；
Fig. 8 is the schematic top plan view of the assembly node of external wall self-insulation system involved in another embodiment of the present invention；
Fig. 9 is the structural schematic diagram of the assembly node of external wall self-insulation system involved in Fig. 8；
Lateral pressure maximum value suffered by each position of exterior sheathing analyzes schematic diagram when Figure 10 is casting concrete；
Figure 11 is locking lever involved in one embodiment of the present invention；
Figure 12 is the bolt that locks involved in one embodiment of the present invention；
Figure 13 is the sectional view of heat-preserving load-bearing integrated exterior wall plate involved in another embodiment of the present invention；
Figure 14 is the sectional view of mineral fibres type heat-preserving load-bearing integrated exterior wall plate involved in another embodiment of the present invention；
Figure 15 is the sectional view of heat-preserving load-bearing integrated exterior wall plate involved in another embodiment of the present invention；
Figure 16 is the sectional view of mineral fibres type heat-preserving load-bearing integrated exterior wall plate involved in another embodiment of the present invention；
Figure 17 is the schematic top plan view of the assembly node of external wall self-insulation system involved in another embodiment of the present invention；
Figure 18 is the schematic top plan view of the assembly node of external wall self-insulation system involved in another embodiment of the present invention；
In figure:
1 insulating layer, 101 first insulating layer, 102 second insulating layer
2 supporting course, 201 first supporting course, 202 second supporting course
5 inner template, 501 first inner template, 502 second inner template
3 interior wall shear wall, 4 mineral fiber tilesn, 6 first ribs
7 second ribs, 8 third ribs, 9 isothermal solidifying adhesive layer
The 11 anchoring strip steel plates with holes of 12 steel wire of cap 13
14 anchor rod, 15 cement enhancement layer, 16 bolt
17 self-heat conserving connecting column, 18 crack-resistant layer, 19 template, 20 die station
The 21 framed locking of 22 support columns 23 24 horizontal wires of mouth
25 longitudinal steel wires 26 first overlap 27 cavity of supporting course
28 second overlapping 29 reinforced frames of supporting course.
Specific embodiment
Present invention will now be described in detail with reference to the accompanying drawings., the description of this part be only it is exemplary and explanatory, do not answer
There is any restriction effect to protection scope of the present invention.In addition, description of the those skilled in the art according to this document, it can be right
Feature in this document in embodiment and in different embodiments carries out the corresponding combination.
The embodiment of the present invention is as follows, referring to Figures 1 and 2, a kind of preparation method of assembled architecture outer wall plate, including it is as follows
Step:
(1) preparation of crack-resistant layer 18 and insulating layer 1: it is laid with steel wire or fibrous mesh cloth in mold, is then laid with cement material
Crack-resistant layer 18 is made in slurry or anticracking grout, then insulating layer is arranged on crack-resistant layer 18；
(2) setting in bending resistance portion: be laid on insulating layer 1 steel wire 12 and/or fibrous mesh cloth and cement enhancement layer 15 or
Anticracking grout layer, so that structure is arranged in cement enhancement layer 15 or anticracking grout layer in the steel wire 12 and/or fibrous mesh cloth
At bending resistance portion；
(3) preparation of supporting course 2: mold is set in the bending resistance portion of insulating layer 1, is laid with reinforcing bar after-pouring concrete system in mold
At supporting course 2, the supporting course 2 is solidified into one with insulating layer 1 and constitutes the heat-preserving load-bearing integrated exterior wall plate at no interface；
Wherein, the supporting course 2 at least a side is inwardly indented to form notch with respect to insulating layer 1, and the supporting course 2 is inwardly indented
Side and the insulating layer 1 form boundary line, all completely spread steel wire 12 on the outside of the boundary line and on the insulating layer 1 of inside
And/or fibrous mesh cloth, the cement enhancement layer 15 or anticracking grout layer are arranged on the outside of boundary line and extend in boundary line
Insulating layer 1 on the outside of side, or the boundary line of at least a side is equipped with bending resistance portion, and the bending resistance portion extends on the inside of boundary line.
In assembled architecture, when adjacent heat-preserving load-bearing integrated exterior wall plate pours connection, insulating layer 1 and supporting course 2 are handed over
It is easy cracking at boundary, template is led to the problem of when causing to pour and is split cruelly, therefore insulating layer 1 and 2 intersection of supporting course need to be arranged
Bending resistance portion.The present invention is laid with steel wire 12 and/or fibrous mesh cloth and cement enhancing in insulating layer 1 and 2 intersection of supporting course
Layer 15 or anticracking grout layer, on the one hand substantially increase the bending strength of the insulating layer 2 of 2 intersection of insulating layer 1 and supporting course, will
The bending resistance that the tensile strength of fibrous mesh cloth or steel wire 12 is converted into the insulating layer 1 of 2 intersection of insulating layer 1 and supporting course is strong
Degree, dexterously solve heat-preserving load-bearing integrated exterior wall plate extension insulating layer serve as template and spell do it is framed after, it is mixed pouring
During solidifying soil because the lateral pressure of casting concrete is excessive to cause insulating layer 1 to split cruelly the problem of, play the role of bending resistance portion.
Discontented paving steel wire 12 or fibrous mesh cloth on the inside of the boundary line simultaneously, such as 100mm is spread on the inside of boundary line
Wide steel wire 12, can greatly reduce the usage amount of steel wire 12, cost is greatly reduced.
On the basis of the above embodiments, in another embodiment of the present invention, as shown in Fig. 2, the insulating layer 1 is in cracking resistance
18 top of layer pour insulation board made of heat insulation mortar.The technical program discards the agricultural such as cement and agricultural crop straw, sawdust
Object, aglite, additive, microballon blowing promotor etc. mix, and are chemically reacted, and the very high heat preservation of firmness is generated
Layer 1, insulating layer 1 are laid with reinforcing bar after forming on insulating layer 1, and then casting concrete, is made supporting course 2, the coagulation of supporting course 2
Earth material slurry is solidified into one with the cement base slurry of insulating layer 1, heat preservation of the composition without interface, load-bearing integrated exterior wall plate, the guarantor
Temperature, the hardened structure good integrity of load-bearing integrated exterior wall, no interface, tensile bond intensity is high, distinguishes the hardened structure of conventional vacuum.Heat preservation
Do not have to connect using connector between layer 1, supporting course 2, has saved cost.
On the basis of the above embodiments, in another embodiment of the present invention, as shown in figure 3, the insulating layer 1 is that mineral are fine
Plate 4 is tieed up, the mineral fiber tilesn 4 is located between crack-resistant layer 18, bending resistance portion and supporting course 2, the mineral on the mineral fiber tilesn 4
Fiber one end is vertical with crack-resistant layer 18 and is solidified into one with crack-resistant layer 18, the other end it is vertical with bending resistance portion and supporting course 2 and with
Bending resistance portion and supporting course 2 are solidified into one.Method particularly includes:
(1) preparation of crack-resistant layer 18 and insulating layer 1: it is laid with steel wire 12 or fibrous mesh cloth in mold, is then laid with cement
Crack-resistant layer 18 is made in slurry or anticracking grout, and mineral fiber tilesn 4 is laid on crack-resistant layer 18 and is used as insulating layer 1, mineral fiber tilesn 4
On mineral fibres it is all vertical with crack-resistant layer 18, cement slurry on crack-resistant layer 18 is by the mineral fibres on mineral fiber tilesn 4
One end wraps up, and is freezing together, and isothermal solidifying adhesive layer 9, isothermal solidifying adhesive layer 9 are formed in mineral fiber tilesn 4
Mineral fiber tilesn 4 and crack-resistant layer 18 are solidified into one, are strongly adhered to crack-resistant layer 18 together with mineral fiber tilesn 4；
(2) setting in bending resistance portion: steel wire 12 and/or fibrous mesh cloth are laid on mineral fiber tilesn 4, then in the steel wire
Laying cement enhancement layer 15 or anticracking grout layer on net 12 and/or fibrous mesh cloth, cement enhancement layer 15 or anticracking grout layer
Cement slurry wraps up the other end of mineral fibres, and is freezing together, and it is viscous to form isothermal solidifying in 4 other side of mineral fiber tilesn
Layer 9 is connect, mineral fiber tilesn 4 and cement enhancement layer 9 or anticracking grout layer are solidified into one by isothermal solidifying adhesive layer 9, are formed anti-
Turn of bilge, wherein the supporting course 2 at least a side is inwardly indented to form notch with respect to insulating layer 1, and the supporting course 2 is to inside contracting
Into side and the insulating layer 1 form boundary line, all completely spread the steel wire on the outside of the boundary line and on the insulating layer 1 of inside
Steel wire 12 and/or fibrous mesh cloth are completely spread on insulating layer 1 on the outside of net 12 and/or fibrous mesh cloth or the boundary line, it is interior
Paving steel wire 12 and/or fibrous mesh cloth are discontented on the insulating layer 1 of side；
(3) preparation of supporting course 2: mold is set in the bending resistance portion of mineral fiber tilesn 4, is laid with reinforcing bar after-pouring coagulation in mold
Supporting course 2 is made in soil, and mineral fibres is vertical with supporting course 2, and the cement slurry of supporting course 2 wraps up one end of mineral fibres, and
Be freezing together, in mineral fiber tilesn 4 formed isothermal solidifying adhesive layer 9, isothermal solidifying adhesive layer 9 by mineral fiber tilesn 4 with
Supporting course 2 is solidified into one.The supporting course 2, insulating layer 1 and crack-resistant layer 18 are solidified into one and constitute the heat preservation at no interface and hold
Weight integrated exterior wall plate.
In the technical program, mineral fiber tilesn 4 such as rock wool board, glass mat have heat insulation effect good, fire protecting performance
The advantages that good, but there are many layerings for mineral fiber tilesn, are reduced the mineral fibres bonding of layering again at one piece using adhesive
Heat insulation effect, the technical program is by the cement enhancement layer with inside and outside respectively of the mineral fibres silk both ends on mineral fiber tilesn 4
Vertically, wrap up cement the both ends of ten million root mineral fibres silk respectively, generates firm concrete at mineral fibres silk both ends
Layer, is securely joined with insulating layer and inside and outside page enhancement layer integrally.
On the basis of the above embodiments, in another embodiment of the present invention, as shown in figs. 13 and 14, the step (3) is held
In the preparation of double-layer 2, mold is set in the bending resistance portion of insulating layer 1, reinforced frame 29 is placed in by production the first overlapping supporting course 26
On the first overlapping supporting course 26, the side of the reinforced frame 29 is fixed in the first overlapping supporting course 26, is then made
Make the second overlapping supporting course 28, then the other side of the reinforced frame 29 is fixed in the second overlapping supporting course 28, it is described
There is cavity 27 between first overlapping supporting course 26 and the second overlapping supporting course 28, the reinforced frame 29 is located in cavity 27.This skill
Supporting course 2 makes in two steps in art scheme, the first step prefabricated first overlapping supporting course 26 and second overlapping supporting course in factory
28, there is cavity 27 between the first overlapping supporting course 26 and the second overlapping supporting course 28, the reinforced frame 29 is located at the sky
In chamber 27, the two sides of reinforced frame 29 are individually fixed in the first overlapping supporting course 26 and the second overlapping supporting course 28；Second step exists
In the site operation stage, after the assembled architecture outer wall plate in-site installation, the casting concrete in the cavity 27 constitutes the
Three overlapping supporting courses.First overlapping supporting course 26, second overlaps supporting course 28 and third overlapping supporting course is combined together.This skill
Art scheme organically combines prefabrication and site operation, completes the production of supporting course 2 in two stages.Be conducive to assembled to build
Side fascia assembled in situ is built, assembly node is firmly combined, and improves wall anti-seismic performance, and it is easy for construction, improve speed of application.
The present invention also provides a kind of preparation methods of assembled architecture outer wall plate, and embodiment is as follows, as shown in figure 4, including
Following steps:
(1) preparation of supporting course 2: supporting course 2 is made in setting mold, the interior reinforcing bar after-pouring concrete that is laid with of mold,
(2) setting in bending resistance portion and insulating layer 1: after supporting course 2 forms, closely the left and right sides, bottom side or top side of supporting course 2 are set
Template 19 is set, steel wire 12 and/or fibrous mesh cloth and cement enhancement layer are laid on the supporting course 2 and the template 19
15 or anticracking grout layer, so that the steel wire 12 and/or fibrous mesh cloth are arranged in cement enhancement layer 15 or anticracking grout layer
Interior composition bending resistance portion, wherein steel wire 12 and/or fibrous mesh cloth, the cement are all completely spread in the template 19 and supporting course 2
Enhancement layer 15 or anticracking grout layer are arranged in template 19 and extend on supporting course 2 or be equipped in the template 19 bending resistance portion,
The bending resistance portion extends on supporting course 2, then insulating layer 1, the supporting course 2 and bending resistance are arranged on supporting course 2 and bending resistance portion
Portion and insulating layer 1 are solidified into one；
(3) preparation of crack-resistant layer 18: it is laid with steel wire 12 or fibrous mesh cloth on the insulating layer 1, is then laid with cement material
Crack-resistant layer 18 is made in slurry or anticracking grout, and crack-resistant layer 18 is solidified into one with insulating layer 1；The supporting course 2, insulating layer 1 and anti-
Parting 18 is solidified into one and constitutes the heat-preserving load-bearing integrated exterior wall plate at no interface.
On the basis of the above embodiments, in another embodiment of the present invention, the insulating layer 1 is in supporting course 2 and two sides
Heat insulation mortar is poured in bending resistance portion to be made.
On the basis of the above embodiments, in another embodiment of the present invention, as shown in figure 5, the insulating layer 1 is that mineral are fine
Tie up plate 4, mine of the mineral fiber tilesn 4 between crack-resistant layer 18 and bending resistance portion and supporting course 2, on the mineral fiber tilesn 4
Fibres one end is vertical with crack-resistant layer 18 and is solidified into one with crack-resistant layer 18, and the other end and bending resistance portion and supporting course 2 are vertical simultaneously
It is solidified into one with bending resistance portion and supporting course 2.Method is as follows:
(1) preparation of supporting course 2: supporting course 2 is made in setting mold, the interior reinforcing bar after-pouring concrete that is laid with of mold,
(2) setting in bending resistance portion and insulating layer 1: supporting course 2 form after, closely the left and right sides of 2 upper surface of supporting course, bottom side or
Template 19 is arranged in top side, completely spreads steel wire 12 and/or fibrous mesh cloth, Huo Zhe on the supporting course 2 and the template 19
Steel wire 12 and/or fibrous mesh cloth are completely spread in the template 19, on the inside of the boundary line of the template 19 and the supporting course 2
Then discontented paving steel wire 12 and/or fibrous mesh cloth are laid with cement enhancing on the steel wire 12 and/or fibrous mesh cloth
Layer 15 or anticracking grout layer constitute bending resistance portion, then mineral fiber tilesn 4 are placed in the supporting course 2 and cement enhancement layer 15 or is resisted
It splits on screed, the mineral fibres on the mineral fiber tilesn 4 hangs down with supporting course 2 and cement enhancement layer 15 or anticracking grout layer
Directly, the cement slurry on supporting course 2 and cement enhancement layer 15 or anticracking grout layer wraps up one end of mineral fibres, and is set in
Together, isothermal solidifying adhesive layer 9 is formed in mineral fiber tilesn 4, isothermal solidifying adhesive layer 9 is by mineral fiber tilesn 4 and supporting course 2
It is solidified into one.
(3) preparation of crack-resistant layer 18: it is laid with steel wire 12 or fibrous mesh cloth on mineral fiber tilesn 4, is then laid with water
Crack-resistant layer 18 is made in pug slurry or anticracking grout, and the cement slurry on crack-resistant layer 18 wraps up the other end of the mineral fibres,
And be freezing together, isothermal solidifying adhesive layer 9 is formed in mineral fiber tilesn 4, isothermal solidifying adhesive layer 9 is by mineral fiber tilesn 4
It is solidified into one with crack-resistant layer 18.
The supporting course 2, insulating layer 1 and crack-resistant layer 18 are solidified into one and are constituted outside the heat-preserving load-bearing integration at no interface
Wallboard.
On the basis of the above embodiments, in another embodiment of the present invention, as shown in figure 15, step (1) supporting course 2
Preparation in, mold is set, reinforcing bar after-pouring concrete for making first is laid in mold and overlaps supporting course 26, reinforced frame 29 is set
In on the first overlapping supporting course 26, the side of the reinforced frame 29 is fixed in the first overlapping supporting course 26, then
Production the second overlapping supporting course 28, then the other side of the reinforced frame 29 is fixed in the second overlapping supporting course 28, institute
Stating between the first overlapping supporting course 26 and the second overlapping supporting course 28 has cavity 27, and the reinforced frame 29 is located in cavity 27.
Supporting course 2 makes in two steps in the technical program, the first step prefabricated first overlapping supporting course 26 and the in factory
Two overlapping supporting courses 28 have cavity 27, the reinforced frame between the first overlapping supporting course 26 and the second overlapping supporting course 28
29 are located in the cavity 27, and the two sides of reinforced frame 29 are separately fixed at the first overlapping supporting course 26 and the second overlapping supporting course 28
It is interior；The construction stage pours mixed second step after the assembled architecture outer wall plate in-site installation in the cavity 27 at the scene
Solidifying soil constitutes third and overlaps supporting course.First overlapping supporting course 26, second overlaps supporting course 28 and third overlapping supporting course combines
Together.The technical program organically combines prefabrication and site operation, completes the production of supporting course 2 in two stages.Have
Conducive to assembled architecture outer wall plate assembled in situ, assembly node is firmly combined, and improves wall anti-seismic performance, easy for construction, is mentioned
High speed of application.
On the basis of the above embodiments, in another embodiment of the present invention, as shown in Fig. 2, Fig. 3, Fig. 4, Fig. 5, Figure 10, institute
Bottom side bending resistance portion is stated using fibrous mesh cloth, left and right sides bending resistance portion using steel wire 12 or left and right sides bending resistance portion by
It is successively laid with steel wire 12 under and steel wire 12 is superimposed fibrous mesh cloth.Bottom side bending resistance portion use fibrous mesh cloth, two
Side bending resistance portion uses steel wire 12, and cost can be greatly lowered.Since when upper and lower Side fascia pours connection, bottom side insulating layer 1
It serves as template first to be poured, suffered lateral pressure is small, and bottom side bending resistance portion only need to can meet suffered side pressure using fibrous mesh cloth
The intensity requirement of power.And pour the connecting portions of adjacent two blocks of Side fascias because wall from top to bottom suffered by lateral pressure be incremented by, two sides
Bending resistance portion must use steel wire 12, or be superimposed fibrous mesh cloth using steel wire 12 and be just able to satisfy intensity requirement.Using steel wire
Cost can be greatly lowered compared with using clad steel silk screen in 12 superposition fibrous mesh cloths.
On the basis of the above embodiments, in another embodiment of the present invention, as shown in Fig. 2, Fig. 3, Fig. 4, Fig. 5, Figure 10, institute
State in steel wire 12 or fibrous mesh cloth, the longitudinal pitch between horizontal wire 24 or horizontal fibre silk be less than longitudinal steel wire 25 or
Horizontal space between longitudinal fiber silk, the longitudinal pitch between the horizontal wire 24 or horizontal fibre silk are from top to bottom passed
Subtract or the longitudinal pitch between the horizontal wire 24 or horizontal fibre silk is from top to bottom segmented and successively decreases or the horizontal wire
24, the diameter of horizontal fibre silk be from top to bottom incremented by by root or the horizontal wire 24, horizontal fibre silk diameter from top to bottom
Segment increasing or the insulating layer 1 are from top to bottom successively laid with steel wire 12 and the superposition fibrous mesh cloth of steel wire 12.
It is outer due to serving as when adjacent two pieces of heat-preserving load-bearings integrated exterior wall plate pours connection in assembled architecture construction
Lateral pressure suffered by the two sides insulating layer 1 of template is concentrated mainly on horizontal wire 24, lateral pressure phase suffered by longitudinal steel wire 25
To smaller, therefore the longitudinal pitch between horizontal wire 24 is less than the horizontal space between longitudinal steel wire 25.
Equally, it is poured in connection in assembled architecture, since two sides insulating layer 1 serves as the framed exterior sheathing of concreting
When, pressure suffered by two sides insulating layer 1 is incremented by from top to bottom, therefore in the technical program, the steel wire 12 or fiber mesh
The intensity that the technical characteristic of cloth is conducive to two sides insulating layer 1 is incremented by from top to bottom, it is ensured that when pouring connection as exterior sheathing two
Side insulating layer 1 will not be split cruelly, while decrease the usage amount of reinforcing bar, considerably reduce cost.
On the basis of the above embodiments, in another embodiment of the present invention, as shown in Fig. 2, Fig. 3, Fig. 4, Fig. 5, the guarantor
Rack is provided in warm layer 1, there is thermal insulation material at the heat bridge position of the rack.The technical program is high for building energy conservation requirement,
The very thick situation of the insulating layer 1 of Side fascia, is arranged rack in insulating layer 1, can further improve the intensity of insulating layer 1 and resists
Draw performance.There is thermal insulation material at the heat bridge position of rack, has not only increased the intensity and tensile property of insulating layer 1, but also to keep the temperature
Layer 1 has good heat insulation effect.
On the basis of the above embodiments, described anti-as shown in Fig. 2, Fig. 3, Fig. 4, Fig. 5 in another embodiment of the present invention
The lateral surface of parting 18 is provided with finish coat.
Because the adhesive strength of the insulating layer 1 of heat-preserving load-bearing integrated exterior wall plate and supporting course 2 is high in the present invention, insulating layer 1
Bending strength it is high, be not required to first punch on the insulating layer 1 and finish coat for serving as exterior sheathing when adjacent exterior wall assembles construction,
Then inner template, insulating layer, finish coat and fixing frame of formworks are passed through from hole with screw rod through walls, then tightens screw rod both ends through walls
Nut, serve as the insulating layer 1 of exterior sheathing to reinforce, fixation is framed, prevent from pouring in framed, vibrated concrete when, serve as
The insulating layer 1 of exterior sheathing is split cruelly, thus avoids the destruction to insulating layer 1 and finish coat.Therefore finish coat can be prefabricated in the factory,
Need not at the construction field (site) in after all construction links all after the completion of, then External Wall does finish coat.And finish coat is completed in factory,
It can ensure that finish coat quality, solve construction site production finish coat and asked by the various quality that the external worlds such as weather, temperature are influenced to generate
Topic.
On the basis of the above embodiments, in another embodiment of the present invention, as shown in Fig. 2, Fig. 3, Fig. 4, Fig. 5, the friendship
Anchoring piece is provided on the inside of boundary line, the anchoring piece includes that anchoring cap 11 and anchor rod 14, the anchoring cap 11 connect the guarantor
Warm level, the anchor rod 14 pass through the bending resistance portion and are anchored in the supporting course 2.In the technical program, setting anchoring
Part improves the firmness of 2 intersection of insulating layer 1 and supporting course, keeps the combination of 2 intersection of insulating layer 1 and supporting course more firm
Gu the bending strength of insulating layer 1 is improved, when the insulating layer 1 except 2 boundary line of insulating layer 1 and supporting course being enabled to serve as template
Lateral pressure when enough preferably receiving casting concretes, while anchoring piece does not pass through insulating layer 1 from outside to inside, eliminates cold and hot
Bridge.
On the basis of the above embodiments, in another embodiment of the present invention, as shown in Fig. 2, Fig. 3, Fig. 4, Fig. 5, the anchor
Gu being equipped with the first fixing piece between cap 11 and the bending resistance portion, the anchor rod 14 passes through the first fixing piece.For example, the anchoring
It is equipped with strip steel plate 13 with holes or rectangular wire anchor ring between part and the bending resistance portion, can further improve 1 two sides of insulating layer
Bending strength.
The present invention also provides a kind of assembly methods of external wall self-insulation system, and embodiment is as follows, such as Fig. 6 ~ 9, including it is as follows
Step:
(1) wallboard lifts: any of the above-described heat-preserving load-bearing integrated exterior wall plate of lifting, the heat-preserving load-bearing that muti-piece mutually splices
Exterior wall of the integrated exterior wall board group at fabricated structure, the insulating layer 1 of the heat-preserving load-bearing integrated exterior wall plate and load-bearing
Layer 2 is respectively as the insulating layer 1 of exterior walls of buildings body and the vertical applied force component of building；
(2) pour self-heat conserving connecting column 17: the load-bearing composite insulation boards include at least the compound guarantor of the first load-bearing mutually spliced
Warm plate and the second load-bearing composite insulation boards, the first heat-preserving load-bearing integrated exterior wall plate include the first supporting course 201 and the first heat preservation
Layer 101, the second heat-preserving load-bearing integrated exterior wall plate include the second supporting course 202 and the second insulating layer 102, and described first is kept the temperature
Layer 101 and the second insulating layer 102 are used as exterior sheathing after closely splicing, in the splicing of the first supporting course 201 and the second supporting course 202
The 2nd fixing piece is arranged by up to lower setting at least one in side, and 5 two sides of inner template are separately fixed at first by the second fixing piece
On supporting course 201 and the second supporting course 202, the first load-bearing composite insulation boards, the second load-bearing composite insulation boards and inner template 5
Between constitute without fixed framed of screw rod through walls, in the framed interior setting reinforcing bar, then pour in-situ layer in framed and constitute
Self-heat conserving connecting column 17, the self-heat conserving connecting column 17 connect the first load-bearing composite insulation boards and the second load-bearing composite insulation boards
It is integral.
In the technical program, due to the prefabricated Side fascia of insulating layer 1, supporting course 2 and decorative layer completely integrated
In, insulating layer 1 and 2 intersection combination fastness of supporting course are high, so that the insulating layer 1 except 2 boundary line of insulating layer 1 and supporting course
Lateral pressure when casting concrete can be preferably born when serving as template, be not required to be arranged between inner template 5 and heat insulation formwork
Screw rod through walls is also not required to that support frame is arranged on the outside of heat insulation formwork, avoids the destruction to heat insulation formwork and decorative layer.
On the basis of the above embodiments, in another embodiment of the present invention, as shown in Figure 17, Figure 18, first load-bearing
Layer 201 includes the first overlapping supporting course 26 and the second overlapping supporting course 28, and the first overlapping supporting course 26 and the second overlapping are held
There is cavity 27 between double-layer 28, the reinforced frame 29 is located in cavity, and the two sides of reinforced frame 29 are individually fixed in the first overlapping and hold
In double-layer 26 and the second overlapping supporting course 28, the casting concrete in cavity 27；Second supporting course 202 includes the first overlapping
Supporting course 26 and the second overlapping supporting course 28, have cavity between the first overlapping supporting course 26 and the second overlapping supporting course 28
27, the reinforced frame 29 is located in cavity 27, and it is folded that the two sides of reinforced frame 29 are individually fixed in the first overlapping supporting course 26 and second
It closes in supporting course 28, the casting concrete in cavity 27.
On the basis of the above embodiments, in another embodiment of the present invention, such as Fig. 6 and Fig. 7, by institute in the step (2)
It states the first heat-preserving load-bearing integrated exterior wall plate and the second heat-preserving load-bearing integrated exterior wall plate is vertically arranged and structure l-shaped structure.
The technical program is provided in corner, in the skill for pouring self-heat conserving connecting column 17 without screw rod through walls and when support frame fixed form
Art scheme.Avoid the destruction to heat insulation formwork and decorative layer.
On the basis of the above embodiments, it in another embodiment of the present invention, such as Fig. 8 and Fig. 9, is also wrapped in the step (1)
The lifting for including interior wall shear wall 3, by the first heat-preserving load-bearing integrated exterior wall plate, the second heat-preserving load-bearing integrated exterior wall plate with
Interior wall shear wall 3 constitutes T-type structure, wherein the first heat-preserving load-bearing integrated exterior wall plate and the integration of the second heat-preserving load-bearing
Side fascia end is docked, and inner template 5 includes the first inner template 501 and the second inner template 502 in the step (2), utilizes second
First inner template, 501 two sides are separately fixed on the side of the first supporting course 201 and interior wall shear wall 3 by fixing piece, and by
Two inner templates, 502 two sides are separately fixed on the other side of the second supporting course 202 and interior wall shear wall 3, and first heat preservation is held
Weight integrated exterior wall plate, the second heat-preserving load-bearing integrated exterior wall plate, interior wall shear wall 3, the first inner template 501 and the second inner template
Composition is fixed framed without screw rod through walls between 502, and the self-heat conserving connecting column 17 holds the first load-bearing composite insulation boards, second
Weight composite insulation boards connect integral with interior wall shear wall 3.
The technical program provide it is a kind of in exterior wall and interior wall junction, without screw rod through walls and when support frame fixed form
Pour the technical solution of self-heat conserving connecting column 17.Avoid the destruction to heat insulation formwork and decorative layer.
On the basis of the above embodiments, the inner template 5 in another embodiment of the present invention, such as Fig. 7, in the step (2)
For L-type inner template, the back side of the L-type inner template is provided with L-type ribs.The L-type ribs includes the first ribs 6
With the second ribs 7, the both ends of third ribs 8 are separately fixed on the first ribs 6 and the second ribs 7, constitute triangle
Shape stress ribs.In this way, the anti-impact force of inner template 5 can be further enhanced.
On the basis of the above embodiments, in another embodiment of the present invention, such as Fig. 6, Fig. 7, Figure 11, Figure 12, described second
Fixing piece is locked instrument, and the locked instrument includes locking lever and locking bolt, and locking mouth 23 is equipped in locking lever, and locking bolt is inserted
Enter to lock and constitutes locked instrument in mouth 23.It is easy to operate using the fixed inner template 5 of locked instrument in the technical program, it has constructed
Finish, after removing inner template 5, is exposed at the locking lever of the outside of supporting course 2 due to being made of plastic material, it can be easily with cutting machine
Excision.Solve that when using steel material as the second fixing piece, after inner template 5 is removed, second be embedded in supporting course is fixed
The exposed parts of part are difficult to the problem removed.
On the basis of the above embodiments, in another embodiment of the present invention, such as Fig. 6 and Fig. 8, first heat-preserving load-bearing one
The structure muscle of the structure sheaf of the splice ends of the outside the pale of civilization wallboard of body and the second heat-preserving load-bearing integrated exterior wall plate be exposed at it is described it is framed in,
The structure muscle is anchored in the self-heat conserving connecting column 17.
Embodiment one
As shown in Fig. 2, a kind of preparation method of assembled architecture outer wall plate, comprising the following steps:
(1) preparation of crack-resistant layer 18 and insulating layer 1: setting pours the framed of insulating layer 1, is laid with steel wire 12 or fiber mesh
Cloth re-lays cement slurry or anticracking grout, and crack-resistant layer 18 is made, then pours heat insulation mortar, and insulating layer 1 is made；
(2) after the molding of insulating layer 1, row strip steel plate 13 with holes the setting in bending resistance portion: is set at the two sides of insulating layer 1
As the first fixing piece, it is laid with steel wire 12 on strip steel plate 13 with holes and on the insulating layer 1 in 13 outside of strip steel plate with holes,
Anchoring piece includes anchoring cap 11 and anchor rod 14, and anchoring cap 11 is located on insulating layer 1, and anchor rod 14 is upward through strip steel with holes
Plate 13 and steel wire 12 are laid with cement enhancement layer 15 on steel wire 12, constitute bending resistance portion；
(3) preparation of supporting course 2: setting pours the framed of supporting course 2 in the bending resistance portion of insulating layer 1, in framed middle berth
If reinforcing bar, then pour and vibrated concrete, then form, supporting course 2 is made, in the process, the concrete of supporting course 2 and guarantor
Cement base slurry in warm layer 1 is solidified into one.The strip steel plate with holes 13 is located in 2 boundary line of insulating layer 1 and supporting course
At side, the anchor rod 14 in anchoring piece passes through strip steel plate 13 with holes, steel wire 12 and cement enhancement layer 15, and is anchored at load-bearing
In layer 2.Keep the combination of the intersection of insulating layer 1, cement enhancement layer 15 and supporting course 2 stronger.
Wherein, 2 left and right sides of supporting course and top side are inwardly indented to form notch with respect to insulating layer 1, the supporting course 2
Bottom side is longer than insulating layer 1, the side that the supporting course 2 is inwardly indented and the insulating layer 1 formation boundary line, outside the boundary line
Steel wire 12 is completely spread on the insulating layer 1 of side, the steel wire 12 of the 1 upper berth 100mm wide of insulating layer on the inside of boundary line.
As shown in Figure 10, the steel wire 12 includes horizontal wire 24 and longitudinal steel wire 25, indulging between horizontal wire 24
It is less than the horizontal space between longitudinal steel wire 25 to spacing, the longitudinal pitch between the horizontal wire 24 is from top to bottom successively decreased.
The supporting course 2, insulating layer 1 and crack-resistant layer 18 are solidified into one and are constituted outside the heat-preserving load-bearing integration at no interface
Wallboard.
In this specific embodiment, steel wire 12 is completely spread on the insulating layer 1 on the outside of 2 boundary line of insulating layer 1 and supporting course, and
It is discontented with paving steel wire 12 on insulating layer 1 on the inside of the boundary line, the usage amount of steel wire 12 can be reduced, greatly improved simultaneously
The bending strength of the insulating layer 1 of 2 intersection of insulating layer 1 and supporting course, converts insulating layer 1 for the tensile strength of steel wire 12
With the bending strength of the insulating layer 1 of 2 intersection of supporting course, dexterously solves the heat preservation on the outside of boundary line described in construction
Layer 1 serve as template and spell do it is framed after, cause to serve as because the lateral pressure of casting concrete is excessive during casting concrete
The problem of insulating layer 1 of exterior sheathing is split cruelly.
According to experiment and detection, on 3 meters of high shear walls, 100mm is spread on the inside of 2 boundary line of insulating layer 1 and supporting course
Steel wire 12, the steel wire 12 that the shear wall upper half is laid with completely are spread on insulating layer 1 except wide steel wire 12 and boundary line
Wire gauge be Φ 2, mesh is the i.e. horizontal wire of 20mm х 30mm(between the upper and lower away from for 20mm, between the level of vertical steel wire
Away from for 30mm), the wire gauge for the steel wire 12 that the shear wall lower half is laid with is Φ 2, mesh be 15mm х 30mm(i.e.
Horizontal wire is between the upper and lower 30mm away from the horizontal space for 15mm, vertical steel wire), the drawing of 2 intersection of insulating layer 1 and supporting course
Adhesive strength is stretched in 0.4MPa or more, and in 68KN or more, lower half resists the bending strength of 1 upper half of outer heat insulation layer of intersection
Curved intensity is in 79KN or more.After if the anchoring piece and strip steel plate with holes 13 is arranged on steel wire 12 again, on the outside of boundary line
The bending strength of 1 upper half of insulating layer be 87 KN, the bending strength of lower half is 103KN.
It is outer due to serving as when adjacent two pieces of heat-preserving load-bearings integrated exterior wall plate pours connection in assembled architecture construction
Lateral pressure suffered by the two sides insulating layer of template is mainly undertaken by horizontal wire, therefore the longitudinal pitch between horizontal wire 24 is small
Horizontal space between longitudinal steel wire 25.
Equally, it is poured in connection in assembled architecture, when two sides insulating layer serves as concreting framed exterior sheathing, two
Pressure suffered by the insulating layer of side is incremented by from top to bottom, as shown in Figure 10, can according to the data calculated in subordinate list when casting concrete
Know, the maximum value that the suffered concrete lateral pressure at position 1,2,3,4,5,6,7 calculates be respectively 0.58KN, 22.2KN, 17.7KN,
13.2 KN, 8.7 KN, 4.2 KN, 1.8 KN,
Therefore the longitudinal pitch between the horizontal wire 24 is from top to bottom successively decreased, and adds the distribution density of horizontal wire gradually
Greatly, it is incremented by the bending resistance load of the two sides insulating layer for serving as exterior sheathing also from top to bottom.As outer when ensuring to pour connection
The two sides insulating layer of template will not be split cruelly, while decrease the usage amount of steel wire, considerably reduce cost.
Embodiment two
The present embodiment is roughly the same with embodiment one, and specific difference is: further including the step for making decorative layer in the step (1)
It is rapid: mold being first set, is laid with tapestry brick and bonding mortar in mold bottom surface, is poured after being then laid with steel wire 12 or fibrous mesh cloth
Build cement slurry or anticracking grout.
Because of the adhesive strength of insulating layer 1 and supporting course 2 height, the bending strength of insulating layer 1 is high, not when exterior wall is assembled and constructed
It need to be punched on the insulating layer 1 and finish coat for serving as exterior sheathing, then pass through inner template, insulating layer from hole with screw rod through walls
1, finish coat and fixing frame of formworks, then the nut at screw rod both ends through walls is tightened, to reinforce the insulating layer 1 for serving as exterior sheathing, Gu
Model frame, prevent from pouring in framed, vibrated concrete when, the insulating layer 1 for serving as exterior sheathing is split cruelly, thus is avoided to heat preservation
The destruction of layer 1 and finish coat.Therefore finish coat can be prefabricated in the factory, it is not necessary to all complete at the construction field (site) to all construction links
Afterwards, then External Wall does finish coat.And finish coat is completed in factory, it can be ensured that finish coat quality solves construction site production decorations
Surface layer is influenced the various quality problems generated by external worlds such as weather, temperature.
Embodiment three
As shown in figure 3, a kind of preparation method of assembled architecture outer wall plate, comprising the following steps:
(1) preparation of crack-resistant layer 18 and insulating layer 1: it is laid with steel wire 12 or fibrous mesh cloth, re-lays cement slurry or cracking resistance
Crack-resistant layer 18 is made in mortar, and mineral fiber tilesn 4 is laid on crack-resistant layer 18 and is used as insulating layer 1, the mineral on mineral fiber tilesn 4
Fiber is all vertical with crack-resistant layer 18, and the cement slurry on crack-resistant layer 18 wraps up one end of the mineral fibres of mineral fiber tilesn 4
Come, and be freezing together, form isothermal solidifying adhesive layer 9 in mineral fiber tilesn 4, isothermal solidifying adhesive layer 9 is by mineral fibres
Plate 4 is solidified into one with crack-resistant layer 18, is strongly adhered to crack-resistant layer 18 together with mineral fiber tilesn 4.
(2) setting in bending resistance portion: row strip steel plate 13 with holes is set at the two sides of mineral fiber tilesn 4 and is used as first
Fixing piece is laid with steel wire 12, anchoring on strip steel plate 13 with holes and on the mineral fiber tilesn 4 in 13 outside of strip steel plate with holes
Part includes anchoring cap 11 and anchor rod 14, and anchoring cap 11 is located on mineral fiber tilesn 4, and anchor rod 14 is upward through strip steel with holes
Plate 13 and steel wire 12 are laid with cement enhancement layer 15 on steel wire 12, constitute bending resistance portion, the cement slurry of cement enhancement layer 15
The other end of mineral fibres is wrapped up, and is freezing together, isothermal solidifying adhesive layer 9 is formed in 4 other side of mineral fiber tilesn, protects
Mineral fiber tilesn 4 and cement enhancement layer 15 are solidified into one by temperature solidification adhesive layer 9.
(3) preparation of supporting course 2: setting pours the framed of supporting course 2 in the bending resistance portion of mineral fiber tilesn 4, framed
Middle laying reinforcing bar, then pour and vibrated concrete, then form, supporting course 2 is made, the mineral fibres on mineral fiber tilesn 4 with
Supporting course 2 is vertical, and the cement slurry of supporting course 2 wraps up one end of mineral fibres, and is freezing together, in mineral fiber tilesn 4
Middle formation isothermal solidifying adhesive layer 9, mineral fiber tilesn 4 and supporting course 2 are solidified into one by isothermal solidifying adhesive layer 9.The band
At hole strip steel plate 13 is located on the inside of 2 boundary line of mineral fiber tilesn 4 and supporting course, the anchor rod 14 in anchoring piece passes through item with holes
Shape steel plate 13 and bending resistance portion, and be anchored in supporting course 2.Keep the combination of the intersection of mineral fiber tilesn 4 and supporting course 2 more firm
Gu.
Wherein, 2 left and right sides of supporting course and top side are inwardly indented to form notch with respect to mineral fiber tilesn 4, supporting course 2
Bottom side is longer than the mineral fiber tilesn 4 as insulating layer 1, the side that the supporting course 2 is inwardly indented and 4 shape of mineral fiber tilesn
At boundary line, steel wire 12 is completely spread on the mineral fiber tilesn 4 on the outside of the boundary line, on the mineral fiber tilesn 4 on the inside of boundary line
Spread the steel wire 12 of 100mm wide.
The supporting course 2, mineral fiber tilesn 4 and crack-resistant layer 18 are solidified into one and constitute the heat-preserving load-bearing one at no interface
Outside the pale of civilization wallboard.
Example IV
The present embodiment is roughly the same with embodiment one, embodiment two, embodiment three, and specific difference is: heat-preserving load-bearing integration
The structure of Side fascia is different.As shown in Figure 1, the supporting course 2 of the plate of heat-preserving load-bearing integrated exterior wall described in the present embodiment is left
Right two sides and bottom side are inwardly indented to form notch with respect to insulating layer 1, and 2 top side of supporting course is longer than insulating layer 1.
Embodiment five
As shown in figure 4, a kind of preparation method of assembled architecture outer wall plate, includes the following steps:
(1) preparation of supporting course 2: it is arranged in framed 21, framed 21 to be laid with reinforcing bar after-pouring concrete and be made in die station 20 and holds
Double-layer 2,
(2) setting in bending resistance portion and insulating layer 1: after supporting course 2 forms, closely template is arranged in the left and right sides, bottom side of supporting course 2
19, glass fiber reticular cloth is completely spread in the closely template 19 of 2 bottom side of supporting course, and extend to the template 19 and the supporting course 2
On the inside of boundary line at 100mm, steel wire 12 is completely spread in the closely template 19 of 2 left and right sides of supporting course, and extend to the mould
On the inside of plate 19 and the supporting course 2 boundary line at 100mm, the steel wire 12 successively use from top to bottom wire gauge for Φ 2,
Mesh is respectively the i.e. horizontal wire of 20mm х 30mm(between the upper and lower away from for 20mm, and the horizontal space of vertical steel wire is 30mm),
Then the steel wire of 15mm х 30mm, 10mm х 30mm are laid with cement enhancement layer on the glass fiber reticular cloth and steel wire 12
15, bending resistance portion is constituted, strip steel plate 13 with holes is set in the bending resistance portion of the left and right sides, and the anchoring cap 11 of anchoring piece is pressed on band
On hole strip steel plate 13, anchor rod 14 passes through strip steel plate 13 with holes and bending resistance portion, and is anchored in supporting course 2, then in bending resistance
Heat insulation mortar being poured in portion and supporting course 2, insulating layer 1 being made, the insulating layer 1 is solidified into one with supporting course 2, the load-bearing
2 top side of layer are longer than insulating layer 1；
(3) preparation of crack-resistant layer 18: being laid with steel wire 12 on the insulating layer 1, is then laid with cement slurry or anticracking grout
Crack-resistant layer 18 is made, crack-resistant layer 18 is solidified into one with insulating layer 1；The supporting course 2, insulating layer 1 and crack-resistant layer 18 are frozen into
One simultaneously constitutes the heat-preserving load-bearing integrated exterior wall plate without interface.In the present embodiment, because pouring upper and lower exterior wall first when construction
The connecting node of plate, the insulating layer 1 of Side fascia bottom side serve as pour framed template first carry out for the first time pour, pour height one
As be 140mm, suffered lateral pressure is small, and the intensity that bottom side bending resistance portion need to can only meet suffered lateral pressure using glass fiber reticular cloth is wanted
It asks.And pour the connecting portions of adjacent two blocks of Side fascias because wall from top to bottom suffered by lateral pressure be incremented by, two sides bending resistance portion must adopt
Made outside described serve as with steel wire 12 by the steel wire that broken-up laying horizontal wire distribution density incrementally increases from top to bottom
The bending resistance load of the two sides insulating layer of template is also incremented by from top to bottom.Two sides insulating layer when ensuring to pour connection as exterior sheathing
It will not split cruelly, while decrease the usage amount of reinforcing bar, considerably reduce cost.
The glass fiber reticular cloth market price of current 160 grams of models is 2.4 yuan/square metre, and wire gauge is Φ 2, mesh point
Not Wei 20mm х 30mm, 15mm х 30mm, 10mm х 30mm steel wire, current market price is respectively 18 yuan/square metre, 23
Member/square metre, 26 yuan/square metre, the technical solution cost advantage is significant.
Embodiment six
As shown in figure 5, a kind of preparation method of assembled architecture outer wall plate, includes the following steps:
(1) preparation of supporting course 2: it is arranged in framed 21, framed 21 to be laid with reinforcing bar after-pouring concrete and be made in die station 20 and holds
Double-layer 2；
(2) setting in bending resistance portion and insulating layer 1: after supporting course 2 forms, closely template is arranged in the left and right sides, bottom side of supporting course 2
19, glass fiber reticular cloth is completely spread in the closely template 19 of 2 bottom side of supporting course, and extend to the template 19 and the supporting course 2
On the inside of boundary line at 100mm, layer of steel wire net is successively completely spread from top to bottom in the closely template 19 of 2 left and right sides of supporting course
12, layer of steel wire net 12 is superimposed layer of glass fiber grid cloth, two layers of steel wire 12, and extends to the template 19 and the supporting course
On the inside of 2 boundary lines at 100mm, it for Φ 2, mesh is 20mm х 30mm(i.e. horizontal wire that the steel wire 12, which uses wire gauge,
Between the upper and lower away from for 20mm, the horizontal space of vertical steel wire is 30mm) steel wire, then in the glass fiber reticular cloth and steel wire
It is laid with cement enhancement layer 15 on net 12, constitutes bending resistance portion, strip steel plate 13 with holes is set in the bending resistance portion of the left and right sides, anchors
The anchoring cap 11 of part is pressed on strip steel plate 13 with holes, and anchor rod 14 passes through strip steel plate 13 with holes and bending resistance portion, and anchors
In supporting course 2, then mineral fiber tilesn 4 is placed in bending resistance portion and supporting course 2, the mineral fibres on the mineral fiber tilesn 4
Vertical with supporting course 2 and cement enhancement layer 15, cement slurry on supporting course 2 and cement enhancement layer 15 is by one end of mineral fibres
Package, and be freezing together, isothermal solidifying adhesive layer 9 is formed in mineral fiber tilesn 4, isothermal solidifying adhesive layer 9 is fine by mineral
Dimension plate 4 is solidified into one with supporting course 2；
(3) preparation of crack-resistant layer 18: being laid with steel wire 12 on mineral fiber tilesn 4, is then laid with cement slurry or anticracking grout
Crack-resistant layer 18 is made, the cement slurry on crack-resistant layer 18 wraps up the other end of the mineral fibres, and is freezing together, in mine
Solidification adhesive layer 9 is formed in fibres plate 4, mineral fiber tilesn 4 and crack-resistant layer 18 are solidified into one by solidification adhesive layer 9；It is described
Supporting course 2, mineral fiber tilesn 4 and crack-resistant layer 18 are solidified into one and constitute the heat-preserving load-bearing integrated exterior wall plate at no interface.
In the present embodiment, because the connecting node of upper and lower Side fascia, the insulating layer of Side fascia bottom side are poured when construction first
1 serve as pour framed template first carry out for the first time pour, pour height be generally 140mm, suffered lateral pressure is small, bottom side bending resistance
Portion need to can only meet the intensity requirement of suffered lateral pressure using glass fiber reticular cloth.And pour the interconnecting piece of adjacent two blocks of Side fascias
Position because wall from top to bottom suffered by lateral pressure be incremented by, two sides bending resistance portion must use steel wire 12, pass through broken-up laying from top to bottom
Layer of steel wire net 12, layer of steel wire net 12 are superimposed layer of glass fiber grid cloth, two layers of steel wire 12, make described to serve as the two of exterior sheathing
The bending resistance load of side insulating layer is also incremented by from top to bottom.Two sides insulating layer when ensuring to pour connection as exterior sheathing will not be sudden and violent
It splits, while decreasing the usage amount of reinforcing bar, considerably reduce cost.
The glass fiber reticular cloth market price of current 160 grams of models is 2.4 yuan/square metre, and wire gauge is Φ 2, mesh point
Not Wei 20mm х 30mm, 15mm х 30mm, 10mm х 30mm steel wire, current market price is respectively 18 yuan/square metre, 23
Member/square metre, 26 yuan/square metre,
Therefore in the technical program steel wire selection and combination mode, both reach the two sides insulating layer for serving as exterior sheathing
Required bending strength, but it is minimum to realize cost.
Embodiment seven
As shown in figure 13, a kind of preparation method of assembled architecture outer wall plate, comprising the following steps:
(1) preparation of crack-resistant layer 18 and insulating layer 1: setting pours the framed of insulating layer 1, is laid with steel wire 12 or fiber mesh
Cloth re-lays cement slurry or anticracking grout, and crack-resistant layer 18 is made, then pours heat insulation mortar, and insulating layer 1 is made；
(2) after the molding of insulating layer 1, row strip steel plate 13 with holes the setting in bending resistance portion: is set at the two sides of insulating layer 1
As the first fixing piece, it is laid with steel wire 12 on strip steel plate 13 with holes and on the insulating layer 1 in 13 outside of strip steel plate with holes,
Anchoring piece includes anchoring cap 11 and anchor rod 14, and anchoring cap 11 is located on insulating layer 1, and anchor rod 14 is upward through strip steel with holes
Plate 13 and steel wire 12 are laid with cement enhancement layer 15 on steel wire 12, constitute bending resistance portion；
(3) preparation of supporting course 2: setting pours the first overlapping in the supporting course 2 in the bending resistance portion of insulating layer 1
Supporting course 26 it is framed, in framed middle laying reinforcing bar, then pour and vibrated concrete, then form, supporting course 2 is made, herein
In the process, the concrete of the first overlapping supporting course 26 is solidified into one with the cement base slurry in insulating layer 1.The strip with holes
At steel plate 13 is located on the inside of insulating layer 1 and the first overlapping 26 boundary line of supporting course, the anchor rod 14 in anchoring piece passes through item with holes
Shape steel plate 13, steel wire 12 and cement enhancement layer 15, and be anchored in the first overlapping supporting course 26.Make insulating layer 1, cement enhancing
The combination of the intersection of layer 15 and the first overlapping supporting course 26 is stronger.Reinforced frame 29 is placed in the first overlapping supporting course
On 26, the side of the reinforced frame 29 is fixed in the first overlapping supporting course 26, then makes the second overlapping supporting course 28,
The other side of the reinforced frame 29 is fixed in the second overlapping supporting course 28 again, the first overlapping supporting course 26 and the
There is cavity 27 between two overlapping supporting courses 28, the reinforced frame 29 is located in cavity 27.
Wherein, 2 left and right sides of supporting course and top side are inwardly indented to form notch with respect to insulating layer 1, the supporting course 2
Bottom side is longer than insulating layer 1, the side that the supporting course 2 is inwardly indented and the insulating layer 1 formation boundary line, outside the boundary line
Steel wire 12 is completely spread on the insulating layer 1 of side, the steel wire 12 of the 1 upper berth 100mm wide of insulating layer on the inside of boundary line.
As shown in Figure 10, the steel wire 12 includes horizontal wire 24 and longitudinal steel wire 25, indulging between horizontal wire 24
It is less than the horizontal space between longitudinal steel wire 25 to spacing, the longitudinal pitch between the horizontal wire 24 is from top to bottom successively decreased,
The supporting course 2, insulating layer 1 and crack-resistant layer 18 are solidified into one and constitute heat-preserving load-bearing integrated exterior wall plate.
In this specific embodiment, supporting course 2 makes in two steps, the first step prefabricated first overlapping, 26 He of supporting course in factory
Second overlapping supporting course 28 has cavity 27, the reinforcing bar between the first overlapping supporting course 26 and the second overlapping supporting course 28
Frame 29 is located in the cavity 27, and the two sides of reinforced frame 29 are separately fixed at the first overlapping supporting course 26 and the second overlapping supporting course
In 28；The construction stage pours in the cavity 27 second step after the assembled architecture outer wall plate in-site installation at the scene
Concrete constitutes third and overlaps supporting course.First overlapping supporting course 26, second overlaps supporting course 28 and third overlaps supporting course knot
It is combined.The technical program organically combines prefabrication and site operation, completes the production of supporting course 2 in two stages.
Being conducive to assembled architecture outer wall plate assembled in situ, assembly node is firmly combined, and improves wall anti-seismic performance, and it is easy for construction,
Improve speed of application.
Steel wire 12 is completely spread on the insulating layer 1 on the outside of 2 boundary line of insulating layer 1 and supporting course, and in the boundary line
It is discontented with paving steel wire 12 on the insulating layer 1 of side, the usage amount of steel wire 12 can be reduced, while substantially increasing insulating layer 1 and holding
The bending strength of the insulating layer 1 of 2 intersection of double-layer converts insulating layer 1 for the tensile strength of steel wire 12 and supporting course 2 has a common boundary
The bending strength of the insulating layer 1 at place, dexterously solve the insulating layer 1 on the outside of boundary line described in construction serve as template and
Spelling do it is framed after, lead to the insulating layer for serving as exterior sheathing because the lateral pressure of casting concrete is excessive during casting concrete
1 sudden and violent the problem of splitting.
According to experiment and detection, on 3 meters of high shear walls, 100mm is spread on the inside of 2 boundary line of insulating layer 1 and supporting course
Steel wire 12, the steel wire 12 that the shear wall upper half is laid with completely are spread on insulating layer 1 except wide steel wire 12 and boundary line
Wire gauge be Φ 2, mesh is the i.e. horizontal wire of 20mm х 30mm(between the upper and lower away from for 20mm, between the level of vertical steel wire
Wire gauge away from the steel wire 12 being laid with for 30mm), the shear wall lower half is Φ 2, and mesh is that 15mm х 30mm(is
Horizontal wire is between the upper and lower 30mm away from the horizontal space for 15mm, vertical steel wire), the drawing of 2 intersection of insulating layer 1 and supporting course
Adhesive strength is stretched in 0.4MPa or more, and the bending strength of 1 upper half of outer heat insulation layer of intersection is in 69KN or more.Lower half resists
Curved intensity is in 87KN or more.After if the anchoring piece and strip steel plate with holes 13 is arranged on steel wire 12 again, on the outside of boundary line
The bending strength bending strength that is of 1 upper half of insulating layer be 85KN, the bending strength of lower half is 98KN.
It is outer due to serving as when adjacent two pieces of heat-preserving load-bearings integrated exterior wall plate pours connection in assembled architecture construction
Lateral pressure suffered by the two sides insulating layer of template is mainly undertaken by horizontal wire, therefore the longitudinal pitch between horizontal wire 24 is small
Horizontal space between longitudinal steel wire 25.
It is outer due to serving as when adjacent two pieces of heat-preserving load-bearings integrated exterior wall plate pours connection in assembled architecture construction
Lateral pressure suffered by the two sides insulating layer of template is concentrated mainly on horizontal wire, and lateral pressure suffered by longitudinal steel wire is relatively
It is small, therefore the longitudinal pitch between horizontal wire 24 is less than the horizontal space between longitudinal steel wire 25.
Equally, it is poured in connection in assembled architecture, when two sides insulating layer serves as concreting framed exterior sheathing, two
Pressure suffered by the insulating layer of side is incremented by from top to bottom, as shown in Figure 10, can according to the data calculated in subordinate list when casting concrete
Know, the maximum value that the suffered concrete lateral pressure at position 1,2,3,4,5,6,7 calculates be respectively 0.58KN, 22.2KN, 17.7KN,
13.2 KN, 8.7 KN, 4.2 KN, 1.8 KN,
Therefore the longitudinal pitch between the horizontal wire 24 is from top to bottom successively decreased, and adds the distribution density of horizontal wire gradually
Greatly, it is incremented by the bending resistance load of the two sides insulating layer for serving as exterior sheathing also from top to bottom.As outer when ensuring to pour connection
The two sides insulating layer of template will not be split cruelly, while decrease the usage amount of reinforcing bar, considerably reduce cost.
Embodiment eight
As shown in figure 14, a kind of preparation method of assembled architecture outer wall plate, comprising the following steps:
(1) preparation of crack-resistant layer 18 and insulating layer 1: it is laid with steel wire 12 or fibrous mesh cloth, re-lays cement slurry or cracking resistance
Crack-resistant layer 18 is made in mortar, and mineral fiber tilesn 4 is laid on crack-resistant layer 18 and is used as insulating layer 1, the mineral on mineral fiber tilesn 4
Fiber is all vertical with crack-resistant layer 18, and the cement slurry on crack-resistant layer 18 wraps up one end of the mineral fibres of mineral fiber tilesn 4
Come, and be freezing together, form isothermal solidifying adhesive layer 9 in mineral fiber tilesn 4, isothermal solidifying adhesive layer 9 is by mineral fibres
Plate 4 is solidified into one with crack-resistant layer 18, is strongly adhered to crack-resistant layer 18 together with mineral fiber tilesn 4,
(2) setting in bending resistance portion: it is fixed as first that row strip steel plate 13 with holes is set at the two sides of mineral fiber tilesn 4
Part is laid with steel wire 12, anchoring piece packet on strip steel plate 13 with holes and on the mineral fiber tilesn 4 in 13 outside of strip steel plate with holes
Anchoring cap 11 and anchor rod 14 are included, anchoring cap 11 is located on insulating layer 1, and anchor rod 14 is upward through strip steel plate 13 and steel with holes
Silk screen 12 is laid with cement enhancement layer 15 on steel wire 12, constitutes bending resistance portion, and the cement slurry of cement enhancement layer 15 is fine by mineral
The other end of dimension wraps up, and is freezing together, and forms isothermal solidifying adhesive layer 9 in 4 other side of mineral fiber tilesn, isothermal solidifying is viscous
Layer 9 is connect to be solidified into one mineral fiber tilesn 4 and cement enhancement layer 15.
(3) preparation of supporting course 2: setting pours the first overlapping in supporting course 2 in the bending resistance portion of mineral fiber tilesn 4
Supporting course 26 it is framed, in framed middle laying reinforcing bar, then pour and vibrated concrete, then form, the first overlapping load-bearing is made
Layer 26, the mineral fibres on mineral fiber tilesn 4 is vertical with the first overlapping supporting course 26, and first overlaps the cement slurry of supporting course 26
One end of mineral fibres is wrapped up, and is freezing together, forms isothermal solidifying adhesive layer 9, isothermal solidifying in mineral fiber tilesn 4
Mineral fiber tilesn 4 and the first overlapping supporting course 26 are solidified into one by adhesive layer 9.Anchor rod 14 in anchoring piece passes through item with holes
Shape steel plate 13 and bending resistance portion, and be anchored in the first overlapping supporting course 26.Mineral fiber tilesn 4 and first is set to overlap supporting course 26
The combination of intersection is stronger.Reinforced frame 29 is placed on the first overlapping supporting course 26, the side of the reinforced frame 29
It is fixed in the first overlapping supporting course 26, then makes the second overlapping supporting course 28, then by the another of the reinforced frame 29
Side is fixed in the second overlapping supporting course 28, is had time between the first overlapping supporting course 26 and the second overlapping supporting course 28
Chamber 27, the reinforced frame 29 are located in cavity 27.
Wherein, 2 left and right sides of supporting course and top side are inwardly indented to form notch with respect to mineral fiber tilesn 4, supporting course 2
Bottom side is longer than the mineral fiber tilesn 4 as insulating layer 1, the side that the supporting course 2 is inwardly indented and 4 shape of mineral fiber tilesn
At boundary line, steel wire 12 is completely spread on the mineral fiber tilesn 4 on the outside of the boundary line, on the mineral fiber tilesn 4 on the inside of boundary line
Spread the steel wire 12 of 100mm wide.
As shown in Figure 10, the steel wire 12 includes horizontal wire 24 and longitudinal steel wire 25, indulging between horizontal wire 24
It is less than the horizontal space between longitudinal steel wire 25, the diameter of the horizontal wire 24 from top to bottom segment increasing to spacing.
The supporting course 2, mineral fiber tilesn 4 and crack-resistant layer 18 are solidified into one and constitute heat-preserving load-bearing integrated exterior wall
Plate.
In this specific embodiment, supporting course 2 makes in two steps, the first step prefabricated first overlapping, 26 He of supporting course in factory
Second overlapping supporting course 28 has cavity 27, the reinforcing bar between the first overlapping supporting course 26 and the second overlapping supporting course 28
Frame 29 is located in the cavity 27, and the two sides of reinforced frame 29 are separately fixed at the first overlapping supporting course 26 and the second overlapping supporting course
In 28；The construction stage pours in the cavity 27 second step after the assembled architecture outer wall plate in-site installation at the scene
Concrete constitutes third and overlaps supporting course.First overlapping supporting course 26, second overlaps supporting course 28 and third overlaps supporting course knot
It is combined.The technical program organically combines prefabrication and site operation, completes the production of supporting course 2 in two stages.
Being conducive to assembled architecture outer wall plate assembled in situ, assembly node is firmly combined, and improves wall anti-seismic performance, and it is easy for construction,
Improve speed of application.
Steel wire 12 is completely spread on the mineral fiber tilesn 4 on the outside of 2 boundary line of mineral fiber tilesn 4 and supporting course, and described
It is discontented with paving steel wire 12 on mineral fiber tilesn 4 on the inside of boundary line, the usage amount of steel wire 12 can be reduced, substantially increased simultaneously
The bending strength of the mineral fiber tilesn 4 of 2 intersection of mineral fiber tilesn 4 and supporting course, converts the tensile strength of steel wire 12 to
The bending strength of the mineral fiber tilesn 4 of 2 intersection of mineral fiber tilesn 4 and supporting course, dexterously solves described in construction
Mineral fiber tilesn 4 on the outside of boundary line serve as template and spell do it is framed after, because of casting concrete during casting concrete
Lateral pressure is excessive and the problem of causing the mineral fiber tilesn for serving as exterior sheathing 4 to split cruelly.
According to experiment and detection, on 3 meters of high shear walls, spread on the inside of 2 boundary line of mineral fiber tilesn 4 and supporting course
Steel wire 12 is completely spread on mineral fiber tilesn 4 except 100mm wide steel wire 12 and boundary line, the mesh of the steel wire 12 is
For 20mm х 30mm(, that is, horizontal wire between the upper and lower away from for 20mm, the horizontal space of vertical steel wire is 30mm), in wire gauge in
Lower three sections are followed successively by Φ 2, Φ 2.3, Φ 2.5, and the tensile bond intensity of 2 intersection of mineral fiber tilesn 4 and supporting course is in 0.67MPa
More than, the bending strength in 4 upper, middle and lower portion of mineral fiber tilesn is respectively 63KN, 75KN, 86KN except intersection.
It is outer due to serving as when adjacent two pieces of heat-preserving load-bearings integrated exterior wall plate pours connection in assembled architecture construction
Lateral pressure suffered by the two sides mineral fiber tilesn of template is concentrated mainly on horizontal wire, and lateral pressure suffered by longitudinal steel wire is opposite
It is smaller, therefore the longitudinal pitch between horizontal wire 24 is less than the horizontal space between longitudinal steel wire 25.
Equally, it is poured in connection in assembled architecture, when two sides insulating layer serves as concreting framed exterior sheathing, two
Pressure suffered by the insulating layer of side is incremented by from top to bottom, as shown in Figure 10, can according to the data calculated in subordinate list when casting concrete
Know, the maximum value that the suffered concrete lateral pressure at position 1,2,3,4,5,6,7 calculates be respectively 0.58KN, 22.2KN, 17.7KN,
13.2 KN, 8.7 KN, 4.2 KN, 1.8 KN,
Therefore the diameter from top to bottom segment increasing of the horizontal wire 24 makes the anti-of the two sides insulating layer for serving as exterior sheathing
Curved load is also incremented by from top to bottom.It will not split, while can save cruelly as the two sides insulating layer of exterior sheathing when ensuring to pour connection
More than steel wire one third, cost is considerably reduced, has saved resource.
Embodiment nine
As shown in Fig. 4, Figure 15, a kind of preparation method of assembled architecture outer wall plate includes the following steps:
(1) preparation of supporting course 2: it is arranged in framed 21, framed 21 in die station 20 and is laid with reinforcing bar after-pouring concrete and is made the
Reinforced frame 29 is placed on the first overlapping supporting course 26 by one overlapping supporting course 26, and the side of the reinforced frame 29 is fixed on
In the first overlapping supporting course 26, the second overlapping supporting course 28 is then made, then overlap supporting course 26 and institute for described first
The overturning of reinforced frame 29 is stated, the other side of the reinforced frame 29 is fixed in the second overlapping supporting course 28, first overlapping
There is cavity 27 between supporting course 26 and the second overlapping supporting course 28, the reinforced frame 29 is located in cavity 27；
(2) setting in bending resistance portion and insulating layer 1: closely mould is arranged in the left and right sides, the bottom side of the first overlapping 26 upper surface of supporting course
Plate 19 completely spreads steel wire 12 in the template 19, in the boundary line of the template 19 and the first overlapping supporting course 26
The steel wire 12 of first overlapping 26 upper berth 100mm wide of supporting course of side, is then laid with cement enhancement layer on the steel wire 12
15, bending resistance portion is constituted, strip steel plate 13 with holes is set in the bending resistance portion of the left and right sides, and the anchoring cap 11 of anchoring piece is pressed on band
On hole strip steel plate 13, anchor rod 14 passes through strip steel plate 13 with holes and bending resistance portion, and is anchored in the first overlapping supporting course 26,
Heat insulation mortar being poured in bending resistance portion and the first overlapping supporting course 26 again, insulating layer 1 being made, the insulating layer 1 is held with the first overlapping
Double-layer 26 is solidified into one, and 2 top side of supporting course is longer than insulating layer 1；
(3) preparation of crack-resistant layer 18: being laid with steel wire 12 on the insulating layer 1, is then laid with cement slurry or anticracking grout
Crack-resistant layer 18 is made, crack-resistant layer 18 is solidified into one with insulating layer 1；The supporting course 2, insulating layer 1 and crack-resistant layer 18 are frozen into
One simultaneously constitutes the heat-preserving load-bearing integrated exterior wall plate without interface.
Embodiment ten
As shown in Fig. 5, Figure 16, a kind of preparation method of assembled architecture outer wall plate includes the following steps:
(1) preparation of supporting course 2: it is arranged in framed 21, framed 21 in die station 20 and is laid with reinforcing bar after-pouring concrete and is made the
Reinforced frame 29 is placed on the first overlapping supporting course 26 by one overlapping supporting course 26, and the side of the reinforced frame 29 is fixed on
In the first overlapping supporting course 26, the second overlapping supporting course 28 is then made, then overlap supporting course 26 and institute for described first
The overturning of reinforced frame 29 is stated, the other side of the reinforced frame 29 is fixed in the second overlapping supporting course 28, first overlapping
There is cavity 27 between supporting course 26 and the second overlapping supporting course 28, the reinforced frame 29 is located in cavity 27；
(2) setting in bending resistance portion and insulating layer 1: closely mould is arranged in the left and right sides, the bottom side of the first overlapping 26 upper surface of supporting course
Plate 19 completely spreads steel wire 12 in the template 19, in the boundary line of the template 19 and the first overlapping supporting course 26
The steel wire 12 of first overlapping 26 upper berth 100mm wide of supporting course of side, is then laid with cement enhancement layer on the steel wire 12
15, bending resistance portion is constituted, pressure sets strip steel plate 13 with holes in the bending resistance portion of the left and right sides, and the anchoring cap 11 of anchoring piece is pressed on band
On hole strip steel plate 13, anchor rod 14 passes through strip steel plate 13 with holes and bending resistance portion, is anchored in the first overlapping supporting course 26, then
Mineral fiber tilesn 4 is placed in bending resistance portion and the first overlapping supporting course 26, the mineral fibres and first on the mineral fiber tilesn 4
Overlap that supporting course 26 and cement enhancement layer 15 are vertical, the cement slurry on the first overlapping supporting course 26 and cement enhancement layer 15 is by mine
One end of fibres is wrapped up, and is freezing together, and isothermal solidifying adhesive layer 9, isothermal solidifying bonding are formed in mineral fiber tilesn 4
Mineral fiber tilesn 4 and the first overlapping supporting course 26 are solidified into one by layer 9；
(3) preparation of crack-resistant layer 18: being laid with steel wire 12 on mineral fiber tilesn 4, is then laid with cement slurry or anticracking grout
Crack-resistant layer 18 is made, the cement slurry on crack-resistant layer 18 wraps up the other end of the mineral fibres, and is freezing together, in mine
Solidification adhesive layer 9 is formed in fibres plate 4, mineral fiber tilesn 4 and crack-resistant layer 18 are solidified into one by solidification adhesive layer 9；It is described
Supporting course 2, mineral fiber tilesn 4 and crack-resistant layer 18 are solidified into one and constitute the heat-preserving load-bearing integrated exterior wall plate at no interface.
Embodiment 11
As shown in Figure 6 and Figure 7, a kind of assembly method of external wall self-insulation system, includes the following steps:
(1) wall lifts: lifting and the Side fascia in positioning embodiment one, the heat-preserving load-bearing integration that muti-piece mutually splices are outer
Wallboard forms the exterior wall in assembled architecture, and the insulating layer 1 of the heat-preserving load-bearing integrated exterior wall plate is as outside the building
The insulating layer 1 of wall, primary structure member of the supporting course 2 of the heat-preserving load-bearing integrated exterior wall plate as building；
(2) self-heat conserving connecting column 17 is made:
The the first heat-preserving load-bearing integrated exterior wall plate and the second heat-preserving load-bearing integrated exterior wall plate being disposed adjacent are assembled in corner,
First heat-preserving load-bearing integrated exterior wall plate includes the first supporting course 201 and the first insulating layer 101, and the integration of the second heat-preserving load-bearing is outer
Wallboard includes the second supporting course 202 and the second insulating layer 102, and the splicing vertical with the second insulating layer 102 of the first insulating layer 101 is one
It rises, it is fixed as second that the first supporting course 201 and the second supporting course 202 side close to each other are both provided with a row from top to bottom
5 two sides of inner template are separately fixed on the first supporting course 201 and the second supporting course 202 by the bolt 16 of part, bolt 16, described interior
The back side of template 5 is provided with the first ribs 6 and the second ribs 7, and the first ribs 6 and the second ribs 7 are vertical and connect
Together, the both ends of third ribs 8 are separately fixed on the first ribs 6 and the second ribs 7, are constituted triangle stress and are added
Strong rib.Between first supporting course 201, the first insulating layer 101, the second insulating layer 102, the second supporting course 202 and inner template 5
It constitutes without fixed framed of screw rod through walls, in the framed interior setting reinforcing bar, then pours in-situ layer in framed, constitute self-insurance
Warm connecting column 17, the heat-preserving load-bearing integrated exterior wall plate being disposed adjacent are connected integral by self-heat conserving connecting column 17.
The technical program is provided in corner, is passed through inner template without screw rod through walls and is served as the insulating layer 1 of exterior sheathing,
The technical solution of self-heat conserving connecting column 17 is poured when carrying out fixed form without support frame.Avoid the heat preservation to exterior sheathing is served as
The destruction of layer 1 and decorative layer.
1 upper berth 100mm wide steel wire of insulating layer in the technical program, on the inside of 2 boundary line of insulating layer 1 and supporting course
12 and boundary line except insulating layer 1 on completely spread steel wire 12, wire gauge is Φ 2.5, serves as the insulating layer 1 of exterior sheathing
Length be 500mm, as shown in figure 8, when casting concrete, according to the data calculated in subordinate list it is found that position 1,2,3,4,5,
6,7 suffered concrete lateral pressure calculate maximum value be respectively 0.58KN, 22.2KN, 17.7KN, 13.2 KN, 8.7 KN,
4.2 KN, 1.8 KN, by detection, when position 1 uses the glass fiber reticular cloth of 160 grams of models, bending resistance load 1.13KN, bending resistance
Load is greater than pressure, therefore the insulating layer 1 that exterior sheathing is served as during casting concrete will not be split cruelly.Position 2 and position 3
Using two layers of mesh is the i.e. horizontal wire of 20mm х 30mm(between the upper and lower away from for 20mm, and the horizontal space of vertical steel wire is 30mm)
Steel wire 12 when, bending resistance load 39.5KN, bending resistance load is greater than pressure, therefore serves as during casting concrete outer
The insulating layer 1 of template will not be split cruelly.Position 4 and position 5 use the steel wire 12 of above-mentioned same size, then are superimposed one layer 160 grams
When the glass fiber reticular cloth of model, bending resistance load 22.7KN, bending resistance load is greater than pressure, therefore casting concrete process
In serve as the insulating layer 1 of exterior sheathing and will not split cruelly.
It is the i.e. horizontal wire of 30mm х 35mm(between the upper and lower away from for 30mm, vertical steel wire that position 6 and position 7, which use mesh,
Horizontal space be 30mm) steel wire 12 when, bending resistance load 7.8KN, bending resistance load is greater than pressure, therefore pours mixed
The insulating layer 1 that exterior sheathing is served as during solidifying soil will not be split cruelly.
The upper and lower lap of splice of each position steel wire 12 is 20mm.
Therefore it in the technical program, when the insulating layer 1 outside the boundary line serves as exterior sheathing, is not required to the guarantor for serving as template
The warm punching of layer 1 avoids screw rod and fixing frame of formworks through walls is arranged to the broken of the insulating layer 1 and decorative layer for serving as exterior sheathing
It is bad.
Embodiment 12
As shown in Figure 8 and Figure 9, a kind of assembly method of external wall self-insulation system, includes the following steps:
(1) wall lifts: lifting and position the Side fascia in specific embodiment one, the heat-preserving load-bearing one that muti-piece mutually splices
The outside the pale of civilization wallboard of body forms the exterior wall in assembled architecture, builds described in the conduct of insulating layer 1 of the heat-preserving load-bearing integrated exterior wall plate
Build the insulating layer 1 of beyond the region of objective existence wall, primary structure member of the supporting course 2 of the heat-preserving load-bearing integrated exterior wall plate as building；
(2) self-heat conserving connecting column 17 is made:
Assemble the first heat-preserving load-bearing integrated exterior wall plate, the second heat-preserving load-bearing integrated exterior wall plate and the interior wall shearing being disposed adjacent
Wall 3, the first heat-preserving load-bearing integrated exterior wall plate include the first supporting course 201 and the first insulating layer 101, the second heat-preserving load-bearing one
Outside the pale of civilization wallboard includes the second supporting course 202 and the second insulating layer 102, and the first insulating layer 101 and 102 side of the second insulating layer are spelled one
It rises, serves as exterior sheathing, mutually leaned between the first supporting course 201 and interior wall shear wall 3, the second supporting course 202 and interior wall shear wall 3
The side of nearly other side is both provided with bolt 16 of the row as the second fixing piece from top to bottom, and bolt 16 is by the first inner template 501
Two sides are separately fixed on adjacent the first supporting course 201 and interior wall shear wall 3, and 502 two sides of the second inner template are fixed respectively
On the second adjacent supporting course 202 and interior wall shear wall 3, first supporting course 201, the heat preservation of the first insulating layer 101, second
Composition is fixed framed without screw rod through walls between the 102, second supporting course 202 of layer, the first inner template 501 and the second inner template 502,
In the framed interior setting reinforcing bar, in-situ layer is then poured in framed, constitutes self-heat conserving connecting column 17, the heat preservation being disposed adjacent
Load-bearing integrated exterior wall plate is connected integral by self-heat conserving connecting column 17.
The technical program is provided in exterior wall and interior wall junction, is passed through inner template without screw rod through walls and is served as exterior sheathing
Insulating layer 1, the technical solution of self-heat conserving connecting column 17 is poured when carrying out fixed form without support frame.It avoids outer to serving as
The insulating layer 1 of template and the destruction of decorative layer.
1 upper berth 100mm wide steel wire of insulating layer in the technical program, on the inside of 2 boundary line of insulating layer 1 and supporting course
12 and boundary line except insulating layer 1 on completely spread steel wire 12, wire gauge is Φ 2.5, serves as the insulating layer 1 of exterior sheathing
Length is 400mm, as shown in figure 8, when casting concrete, according to the data calculated in subordinate list it is found that detection position 1,2,3,4,
5,6,7 pressure is respectively 0.47KN, 17.76KN, 14.16KN, 10.56KN, 6.96KN, 3.36KN, 1.44KN, is passed through
Detection, when position 1 uses the glass fiber reticular cloth of 160 grams of models, bending resistance load 1.15KN, bending resistance load is greater than pressure,
Therefore the insulating layer 1 that exterior sheathing is served as during casting concrete will not be split cruelly.Position 2 and position 3 use mesh for 20mm х
For 30mm(, that is, horizontal wire between the upper and lower away from for 20mm, the horizontal space of vertical steel wire is 30mm) steel wire 12, then be superimposed one
When the glass fiber reticular cloth of 160 grams of model of layer, bending resistance load 23.62, bending resistance load is greater than pressure, therefore pours coagulation
The insulating layer 1 that exterior sheathing is served as during soil will not be split cruelly.Detection position 4 and detection position 5 use one layer of above-mentioned same size
Steel wire 12 when, bending resistance load 18.52, bending resistance load is greater than pressure, therefore serves as during casting concrete outer
The insulating layer 1 of template will not be split cruelly.
It is the i.e. horizontal wire of 30mm х 35mm(between the upper and lower away from for 30mm, vertical steel wire that position 6 and position 7, which use mesh,
Horizontal space be 30mm) steel wire 12 when, bending resistance load 7.3KN, bending resistance load is greater than pressure, therefore pours
The insulating layer 1 that exterior sheathing is served as in Concrete will not be split cruelly.
Therefore in the technical program, when the insulating layer 1 outside the boundary line serves as exterior sheathing, screw rod through walls and support are not required to
Frame is fixed, and is avoided to the insulating layer 1 and the destruction of decorative layer for serving as exterior sheathing.
Embodiment 13
The present embodiment is roughly the same with embodiment 11, and specific difference is: the present embodiment uses embodiment three or example IV
In Side fascia.
Mineral fiber tilesn insulating layer in the technical program, on the inside of 2 boundary line of mineral fiber tilesn insulating layer and supporting course
Steel wire 12 is completely spread on mineral fiber tilesn insulating layer except upper berth 100mm wide steel wire 12 and boundary line, wire gauge is
Φ 2.5, the length for serving as the mineral fiber tilesn insulating layer of exterior sheathing is 500mm, as shown in table 1 and Fig. 8, when casting concrete,
According to the data calculated in table 1 it is found that the maximum value that the suffered concrete lateral pressure at position 1,2,3,4,5,6,7 calculates is respectively
0.58KN, 22.2KN, 17.7KN, 13.2 KN, 8.7 KN, 4.2 KN, 1.8 KN, by detection, position 1 uses 160 grams of models
Glass fiber reticular cloth when, bending resistance load 1.08KN, bending resistance load be greater than pressure, therefore casting concrete during serve as
The mineral fiber tilesn insulating layer of exterior sheathing will not be split cruelly.Position 2 and position 3 use two layers of mesh i.e. horizontal for 20mm х 30mm(
Steel wire between the upper and lower away from for 20mm, the horizontal space of vertical steel wire is 30mm) steel wire 12 when, bending resistance load 38.1KN,
Bending resistance load is greater than pressure, therefore the mineral fiber tilesn insulating layer that exterior sheathing is served as during casting concrete will not be sudden and violent
It splits.Position 4 and position 5 using above-mentioned same size steel wire 12, then when being superimposed the glass fiber reticular cloth of one layer of 160 grams of model,
Bending resistance load is 20.9KN, and bending resistance load is greater than pressure, therefore the mineral that exterior sheathing is served as during casting concrete are fine
Dimension plate insulating layer will not be split cruelly.Position 6 and position 7 use mesh for the i.e. horizontal wire of 30mm х 35mm(between the upper and lower away from for
30mm, the horizontal space of vertical steel wire are 30mm) steel wire 12 when, bending resistance load 6.7KN, bending resistance load, which is greater than, to be pressurized
Power, therefore the mineral fiber tilesn insulating layer that exterior sheathing is served as during casting concrete will not be split cruelly.
The upper and lower lap of splice of each position steel wire 12 is 20mm.
Therefore it in the technical program, when the mineral fiber tilesn insulating layer outside the boundary line serves as exterior sheathing, is not required to filling
When the mineral fiber tilesn insulating layer punching of template is arranged screw rod and support frame through walls, avoid fine to the mineral for serving as exterior sheathing
Tie up the destruction of plate insulating layer and decorative layer.
Embodiment 14
The present embodiment is roughly the same with embodiment 12, and specific difference is: the present embodiment is using the Side fascia in embodiment three.
Mineral fiber tilesn insulating layer in the technical program, on the inside of 2 boundary line of mineral fiber tilesn insulating layer and supporting course
Steel wire 12 is completely spread on mineral fiber tilesn insulating layer except upper berth 100mm wide steel wire 12 and boundary line, wire gauge is
Φ 2.5, the mineral fiber tilesn insulating layer length for serving as exterior sheathing is 400mm, as shown in Fig. 8, table 1, when casting concrete, according to
The data that are calculated in table 1 it is found that the pressure at position 1,2,3,4,5,6,7 be respectively 0.47KN, 17.76KN, 14.16KN,
10.56KN, 6.96KN, 3.36KN, 1.44KN pass through detection, when position 1 uses the glass fiber reticular cloth of 160 grams of models, bending resistance lotus
Carrying is 1.12KN, and bending resistance load is greater than pressure, therefore the mineral fiber tilesn that exterior sheathing is served as during casting concrete is protected
Warm layer will not be split cruelly.It is the i.e. horizontal wire of 20mm х 30mm(between the upper and lower away from for 20mm that position 2 and position 3, which use mesh, vertically
The horizontal space of steel wire is 30mm) steel wire 12, then when being superimposed the glass fiber reticular cloth of one layer of 160 grams of model, bending resistance load is
21.35, bending resistance load is greater than pressure, therefore serves as the mineral fiber tilesn insulating layer of exterior sheathing not during casting concrete
It can split cruelly.When position 4 and position 5 use the steel wire 12 of one layer of above-mentioned same size, bending resistance load is 15.26 KN, bending resistance
Load is greater than pressure, therefore the mineral fiber tilesn insulating layer that exterior sheathing is served as during casting concrete will not be split cruelly.
It is the i.e. horizontal wire of 30mm х 35mm(between the upper and lower away from for 30mm, vertical steel wire that position 6 and position 7, which use mesh,
Horizontal space be 35mm) steel wire 12 when, bending resistance load 5.8KN, bending resistance load is greater than pressure, therefore pours
The mineral fiber tilesn insulating layer that exterior sheathing is served as in Concrete will not be split cruelly.
Therefore it in the technical program, when the mineral fiber tilesn insulating layer outside the boundary line serves as exterior sheathing, is not required to through walls
Screw rod and support frame are fixed, and are avoided to the mineral fiber tilesn insulating layer and the destruction of decorative layer for serving as exterior sheathing.
Exterior sheathing is each in 1 embodiment 11 of table, embodiment 12, embodiment 13, embodiment 14 and embodiment 16
Position lateral pressure value
Note: position 1 pours to pour coupling beam after front-end-of-line, pours the time 2 days before 2 ~ 7 positions and completes.
L is the length for serving as the insulating layer of exterior sheathing.
Calculation basis:
1, the maximum lateral pressure that concrete acts on template can be calculated by following two formula, and take the smaller value in two formulas
F=0.22rtoK1K2vr2 (1)
F=rH (2)
Maximum lateral pressure (KN/ ㎡) of F in formula --- the newly-laid concrete to template
R --- concrete density takes 25KN/m3
To --- the concrete initial set time takes 6 hours
V --- concreting speed takes 2.5m/h
K1 --- additive influences correction factor and takes 1.2
K2 --- slump influences coefficient and takes 1.15
The height (m) of H --- casting concrete
2, the horizontal loading that vibrated concrete generates takes 4KN/ ㎡
Embodiment 15
The present embodiment is roughly the same with embodiment 11, and specific difference is: the present embodiment is solid as second using locked instrument
Determine part.
As shown in Figure 11, Figure 12, locked instrument includes locking lever and locking bolt, and locking lever and locking bolt are by highstrenghtpiston
Material is made, and the first supporting course 201 and the second supporting course 202 side close to each other are both provided with row locking from top to bottom
Bar, there is locking mouth 23 in locking lever, the first supporting course 201 and the second supporting course 202 is close in 5 two sides of inner template, locking lever is worn
After crossing the fixation hole of 5 two sides of inner template, locked instrument is constituted in locking bolt insertion locking mouth 23, locked instrument is by 5 liang of inner template
Side is separately fixed on the first supporting course 201 and the second supporting course 202.
In the technical program, using the fixed inner template 5 of locked instrument, easy to operate, construction is finished, after removing inner template,
The locking lever of the first supporting course 201 and the outside of the second supporting course 202 is exposed at due to being made of plastic material, it can be with cutting machine
It cuts off easily.Solve that when using steel material as the second fixing piece, after inner template is removed, second be embedded in supporting course is solid
The exposed parts for determining part are difficult to the problem removed.
Embodiment 16
As shown in Fig. 6 and Figure 17, a kind of assembly method of external wall self-insulation system includes the following steps:
(1) wall lifts: lifting and positioning embodiment seven, embodiment eight, embodiment nine, the Side fascia in embodiment ten, muti-piece
The heat-preserving load-bearing integrated exterior wall board group mutually spliced is at the exterior wall in assembled architecture, the heat-preserving load-bearing integrated exterior wall plate
Insulating layer 1 of the insulating layer 1 as the exterior walls of buildings, the supporting course 2 of the heat-preserving load-bearing integrated exterior wall plate is as building
Build the primary structure member of object；
(2) self-heat conserving connecting column 17 is made:
The the first heat-preserving load-bearing integrated exterior wall plate and the second heat-preserving load-bearing integrated exterior wall plate being disposed adjacent are assembled in corner,
First heat-preserving load-bearing integrated exterior wall plate includes the first supporting course 201 and the first insulating layer 101, and first supporting course 201 wraps
Include the first overlapping supporting course 26, second overlapping supporting course 28, cavity 27, reinforced frame 29, the second heat-preserving load-bearing integrated exterior wall plate
Including the second supporting course 202 and the second insulating layer 102,
Second supporting course 202 includes that the first overlapping supporting course 26, second overlaps supporting course 28, cavity 27, reinforced frame 29, the
One insulating layer 101 is vertical with the second insulating layer 102 to be stitched together, the first overlapping 26 He of supporting course in the first supporting course 201
It is solid as second that the first overlapping supporting course 26 side close to each other in second supporting course 202 is both provided with a row from top to bottom
Determine the bolt 16 of part, 5 two sides of inner template are separately fixed at the first overlapping 26 He of supporting course in the first supporting course 201 by bolt 16
On the first overlapping supporting course 26 in second supporting course 202, the back side of the inner template 5 is provided with the first ribs 6 and second
Ribs 7, the first ribs 6 and the second ribs 7 are vertical and link together, and the both ends of third ribs 8 are separately fixed at
On first ribs 6 and the second ribs 7, triangle stress ribs is constituted.The casting concrete in cavity 27 constitutes third
Overlap supporting course, first supporting course 201, the first insulating layer 101, the second insulating layer 102, the second supporting course 202 and internal model
It is constituted between plate 5 without fixed framed of screw rod through walls, in the framed interior setting reinforcing bar, then pours in-situ layer in framed,
Self-heat conserving connecting column 17 is constituted, the heat-preserving load-bearing integrated exterior wall plate being disposed adjacent connects into whole by self-heat conserving connecting column 17
Body.
The technical program is provided in corner, is passed through inner template without screw rod through walls and is served as the insulating layer 1 of exterior sheathing,
The technical solution of self-heat conserving connecting column 17 is poured when carrying out fixed form without support frame.Avoid the heat preservation to exterior sheathing is served as
The destruction of layer 1 and decorative layer.
1 upper berth 100mm wide steel wire of insulating layer in the technical program, on the inside of 2 boundary line of insulating layer 1 and supporting course
12 and boundary line except insulating layer 1 on completely spread steel wire 12, wire gauge is Φ 2.5, serves as the insulating layer 1 of exterior sheathing
Length be 500mm, as shown in figure 8, when casting concrete, according to the data calculated in subordinate list it is found that position 1,2,3,4,5,
6,7 suffered concrete lateral pressure calculate maximum value be respectively 0.58KN, 22.2KN, 17.7KN, 13.2 KN, 8.7 KN,
4.2 KN, 1.8 KN, by detection, when position 1 uses the glass fiber reticular cloth of 160 grams of models, bending resistance load 1.13KN, bending resistance
Load is greater than pressure, therefore the insulating layer 1 that exterior sheathing is served as during casting concrete will not be split cruelly.Position 2 and position 3
Using two layers of mesh is the i.e. horizontal wire of 20mm х 30mm(between the upper and lower away from for 20mm, and the horizontal space of vertical steel wire is 30mm)
Steel wire 12 when, bending resistance load 39.5KN, bending resistance load is greater than pressure, therefore serves as during casting concrete outer
The insulating layer 1 of template will not be split cruelly.Position 4 and position 5 use the steel wire 12 of above-mentioned same size, then are superimposed one layer 160 grams
When the glass fiber reticular cloth of model, bending resistance load 22.7KN, bending resistance load is greater than pressure, therefore casting concrete process
In serve as the insulating layer 1 of exterior sheathing and will not split cruelly.
It is the i.e. horizontal wire of 30mm х 35mm(between the upper and lower away from for 30mm, vertical steel wire that position 6 and position 7, which use mesh,
Horizontal space be 30mm) steel wire 12 when, bending resistance load 7.8KN, bending resistance load is greater than pressure, therefore pours mixed
The insulating layer 1 that exterior sheathing is served as during solidifying soil will not be split cruelly.
The upper and lower lap of splice of each position steel wire 12 is 20mm.
Therefore it in the technical program, when the insulating layer 1 outside the boundary line serves as exterior sheathing, is not required to the guarantor for serving as template
The warm punching of layer 1 avoids screw rod and fixing frame of formworks through walls is arranged to the broken of the insulating layer 1 and decorative layer for serving as exterior sheathing
It is bad.
Embodiment 17
As shown in Fig. 8 and Figure 18, a kind of assembly method of external wall self-insulation system includes the following steps:
(1) wall lifts: lifting and positioning embodiment seven, embodiment eight, embodiment nine, the Side fascia in embodiment ten, muti-piece
The heat-preserving load-bearing integrated exterior wall board group mutually spliced is at the exterior wall in assembled architecture, the heat-preserving load-bearing integrated exterior wall plate
Insulating layer 1 of the insulating layer 1 as the exterior walls of buildings, the supporting course 2 of the heat-preserving load-bearing integrated exterior wall plate is as building
Build the primary structure member of object；
(2) self-heat conserving connecting column 17 is made:
Assemble the first heat-preserving load-bearing integrated exterior wall plate, the second heat-preserving load-bearing integrated exterior wall plate and the interior wall shearing being disposed adjacent
Wall 3, the first heat-preserving load-bearing integrated exterior wall plate include the first supporting course 201 and the first insulating layer 101, first supporting course
201 include that the first overlapping supporting course 26, second overlaps supporting course 28, cavity 27, reinforced frame 29, and the integration of the second heat-preserving load-bearing is outer
Wallboard includes the second supporting course 202 and the second insulating layer 102, and second supporting course 202 includes the first overlapping supporting course 26, the
Two overlapping supporting courses 28, cavity 27, reinforced frame 29, the first insulating layer 101 are stitched together with 102 side of the second insulating layer, serve as outer
Template, the first overlapping supporting course 26 in the first supporting course 201 and the first overlapping in interior wall shear wall 3, the second supporting course 202
The side of other side close to each other is both provided with a row as the second fixing piece from top to bottom between supporting course 26 and interior wall shear wall 3
Bolt 16, bolt 16 first inner template, 501 two sides are separately fixed in the first adjacent supporting course 201 first overlapping hold
On double-layer 26 and interior wall shear wall 3,502 two sides of the second inner template are separately fixed in the second adjacent supporting course 202
On one overlapping supporting course 26 and interior wall shear wall 3, the casting concrete in cavity 27 constitutes third and overlaps supporting course, and described the
One supporting course 201, the first insulating layer 101, the second insulating layer 102, the second supporting course 202, the first inner template 501 and the second internal model
It is constituted between plate 502 without fixed framed of screw rod through walls, in the framed interior setting reinforcing bar, is then poured in framed cast-in-place
Layer, constitutes self-heat conserving connecting column 17, and the heat-preserving load-bearing integrated exterior wall plate being disposed adjacent is connected by self-heat conserving connecting column 17
It is whole.
The technical program is provided in exterior wall and interior wall junction, is passed through inner template without screw rod through walls and is served as exterior sheathing
Insulating layer 1, the technical solution of self-heat conserving connecting column 17 is poured when carrying out fixed form without support frame.It avoids outer to serving as
The insulating layer 1 of template and the destruction of decorative layer.
The above is only a preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, various improvements and modifications may be made without departing from the principle of the present invention, these improvements and modifications are also answered
It is considered as protection scope of the present invention.
Claims (25)
1. a kind of preparation method of assembled architecture outer wall plate, which comprises the steps of:
(1) preparation of crack-resistant layer and insulating layer: being laid with steel wire or fibrous mesh cloth in mold, be then laid with cement slurry or
Crack-resistant layer is made in anticracking grout, then insulating layer is arranged on crack-resistant layer top；
(2) steel wire and/or fibrous mesh cloth and cement enhancement layer or cracking resistance sand the setting in bending resistance portion: are laid on insulating layer
Pulp layer, so that the steel wire and/or fibrous mesh cloth, which are arranged in cement enhancement layer or anticracking grout layer, constitutes bending resistance portion；
(3) preparation of supporting course: mold is set in the bending resistance portion of insulating layer, is laid with reinforcing bar after-pouring concrete in mold and is made
Supporting course, the supporting course and insulating layer are solidified into one and constitute the heat-preserving load-bearing integrated exterior wall plate at no interface；
Wherein, the supporting course at least a side is inwardly indented to form notch with respect to insulating layer, what the supporting course was inwardly indented
Steel wire and/or fibre are all completely spread on the insulating layer of side and insulating layer formation boundary line, the boundary line outside and inside
Grid cloth is tieed up, the cement enhancement layer or anticracking grout layer are arranged on the outside of boundary line and extend on the inside of boundary line, or at least
Insulating layer on the outside of the boundary line of a side is equipped with bending resistance portion, and the bending resistance portion extends on the inside of boundary line.
2. the preparation method of assembled architecture outer wall plate according to claim 1, which is characterized in that the insulating layer be
Crack-resistant layer top pours insulation board made of heat insulation mortar.
3. the preparation method of assembled architecture outer wall plate according to claim 1, which is characterized in that the insulating layer is mine
Fibres plate, the mineral fiber tilesn are located between crack-resistant layer, bending resistance portion and supporting course, and the mineral on the mineral fiber tilesn are fine
Dimension one end is vertical with crack-resistant layer and be solidified into one with crack-resistant layer, the other end it is vertical with bending resistance portion and supporting course and with bending resistance portion and
Supporting course is solidified into one.
4. the preparation method of assembled architecture outer wall plate according to claim 1,2 or 3, which is characterized in that the step
(3) in the preparation of supporting course, mold is set in the bending resistance portion of insulating layer, reinforcing bar is placed on by production the first overlapping supporting course
On the first overlapping supporting course, the side of the reinforced frame is fixed in the first overlapping supporting course, then makes second
Supporting course is overlapped, then the other side of the reinforced frame is fixed in the second overlapping supporting course, the first overlapping load-bearing
There is cavity between layer and the second overlapping supporting course, the reinforced frame is located in cavity.
5. the preparation method of assembled architecture outer wall plate according to claim 1,2 or 3, which is characterized in that bottom side bending resistance
Portion uses fibrous mesh cloth, and left and right sides bending resistance portion is from top to bottom successively laid with steel using steel wire or left and right sides bending resistance portion
Silk screen and steel wire are superimposed fibrous mesh cloth.
6. the preparation method of assembled architecture outer wall plate according to claim 1,2 or 3, which is characterized in that the steel wire
In net or fibrous mesh cloth, longitudinal pitch between horizontal wire or horizontal fibre silk be less than longitudinal steel wire or longitudinal fiber silk it
Between horizontal space, the longitudinal pitch between the horizontal wire or horizontal fibre silk is from top to bottom successively decreased or the horizontal steel
Longitudinal pitch between silk or horizontal fibre silk, which is from top to bottom segmented, successively decreases or the diameter of the horizontal wire, horizontal fibre silk
From top to bottom it is incremented by by root or diameter from top to bottom segment increasing or the insulating layer of the horizontal wire, horizontal fibre silk
It is from top to bottom successively laid with steel wire and steel wire is superimposed fibrous mesh cloth.
7. the preparation method of assembled architecture outer wall plate according to claim 1,2 or 3, which is characterized in that the heat preservation
It is provided with rack in layer, there is thermal insulation material at the heat bridge position of the rack.
8. the preparation method of assembled architecture outer wall plate according to claim 1,2 or 3, which is characterized in that the cracking resistance
The lateral surface of layer is provided with finish coat.
9. the preparation method of assembled architecture outer wall plate according to claim 1,2 or 3, which is characterized in that the boundary
Anchoring piece is provided on the inside of line, the anchoring piece includes anchoring cap and anchor rod, and the anchoring cap connects the heat preservation level, institute
Anchor rod is stated across the bending resistance portion and is anchored in the supporting course.
10. a kind of preparation method of assembled architecture outer wall plate, which comprises the steps of:
(1) preparation of supporting course: supporting course is made in setting mold, the interior reinforcing bar after-pouring concrete that is laid with of mold；
(2) setting in bending resistance portion and insulating layer: after load-bearing formable layer, the closely left and right sides of supporting course upper surface, bottom side or top
Template is arranged in side, be laid on the supporting course and the template steel wire and/or fibrous mesh cloth and cement enhancement layer or
Anticracking grout layer resists so that the steel wire and/or fibrous mesh cloth are arranged in cement enhancement layer or anticracking grout layer to constitute
Turn of bilge, wherein steel wire and/or fibrous mesh cloth, the cement enhancement layer or cracking resistance are all completely spread in the template and supporting course
Screed is arranged in template and extends on supporting course or be equipped with bending resistance portion in the template, and the bending resistance portion, which extends to, holds
On double-layer, then insulating layer is set on supporting course and bending resistance portion, the supporting course is solidified into one with bending resistance portion and insulating layer；
(3) preparation of crack-resistant layer: being laid with steel wire or fibrous mesh cloth on the insulating layer, is then laid with cement slurry or anti-
It splits mortar and crack-resistant layer is made, crack-resistant layer is solidified into one with insulating layer；The supporting course, insulating layer and crack-resistant layer are solidified into one
And constitute the heat-preserving load-bearing integrated exterior wall plate without interface.
11. the preparation method of assembled architecture outer wall plate according to claim 10, which is characterized in that the insulating layer is
Heat insulation mortar is poured on supporting course and two sides bending resistance portion to be made.
12. the preparation method of assembled architecture outer wall plate according to claim 10, which is characterized in that the insulating layer is
Mineral fiber tilesn, mine of the mineral fiber tilesn between crack-resistant layer and bending resistance portion and supporting course, on the mineral fiber tilesn
Fibres one end is vertical with crack-resistant layer and is solidified into one with crack-resistant layer, the other end it is vertical with bending resistance portion and supporting course and and bending resistance
Portion and supporting course are solidified into one.
13. the preparation method of assembled architecture outer wall plate according to claim 10, which is characterized in that the step (1)
In the preparation of supporting course, mold is set, is laid with reinforcing bar after-pouring concrete for making first in mold and overlaps supporting course, by reinforced frame
It is placed on the first overlapping supporting course, the side of the reinforced frame is fixed in the first overlapping supporting course, is then made
Second overlapping supporting course, then the other side of the reinforced frame is fixed in the second overlapping supporting course, first overlapping
There is cavity between supporting course and the second overlapping supporting course, the reinforced frame is located in cavity.
14. the preparation method of assembled architecture outer wall plate described in 0,11,12 or 13 according to claim 1, which is characterized in that bottom
Side bending resistance portion uses fibrous mesh cloth, left and right sides bending resistance portion using steel wire or left and right sides bending resistance portion from top to bottom successively
It is laid with steel wire and steel wire is superimposed fibrous mesh cloth.
15. the preparation method of assembled architecture outer wall plate described in 0,11,12 or 13 according to claim 1, which is characterized in that institute
It states in steel wire or fibrous mesh cloth, the longitudinal pitch between horizontal wire or horizontal fibre silk is less than longitudinal steel wire or longitudinal fine
The horizontal space between silk is tieed up, the longitudinal pitch between the horizontal wire or horizontal fibre silk is from top to bottom successively decreased or described
Longitudinal pitch between horizontal wire or horizontal fibre silk, which is from top to bottom segmented, successively decreases or the horizontal wire, horizontal fibre silk
Diameter be from top to bottom incremented by by root or the diameter from top to bottom segment increasing or described of the horizontal wire, horizontal fibre silk
Insulating layer is from top to bottom successively laid with steel wire and steel wire is superimposed fibrous mesh cloth.
16. the preparation method of assembled architecture outer wall plate described in 0,11,12 or 13 according to claim 1, which is characterized in that institute
It states and is provided with rack in insulating layer, there is thermal insulation material at the heat bridge position of the rack.
17. the preparation method of assembled architecture outer wall plate described in 0,11,12 or 13 according to claim 1, which is characterized in that institute
The lateral surface for stating crack-resistant layer is provided with finish coat.
18. the preparation method of assembled architecture outer wall plate described in 0,11,12 or 13 according to claim 1, which is characterized in that institute
It states and is provided with anchoring piece on the inside of boundary line, the anchoring piece includes anchoring cap and anchor rod, and the anchoring cap connects the heat preservation
Level, the anchor rod pass through the bending resistance portion and are anchored in the supporting course.
19. the preparation method of assembled architecture outer wall plate according to claim 18, which is characterized in that the anchoring cap and
The first fixing piece is equipped between the bending resistance portion, the anchor rod passes through the first fixing piece.
20. a kind of assembly method of external wall self-insulation system, which comprises the steps of:
(1) wallboard lifts: heat-preserving load-bearing integrated exterior wall plate described in lifting claim 1 ~ 19 any one, muti-piece are mutually spelled
Exterior wall of the heat-preserving load-bearing integrated exterior wall board group connect at fabricated structure, the guarantor of the heat-preserving load-bearing integrated exterior wall plate
Warm layer and supporting course are respectively as the insulating layer of exterior walls of buildings body and the vertical applied force component of building；
(2) pour self-heat conserving connecting column: the heat-preserving load-bearing integrated exterior wall plate includes at least the first heat preservation mutually spliced and holds
Weight integrated exterior wall plate and the second heat-preserving load-bearing integrated exterior wall plate, the first heat-preserving load-bearing integrated exterior wall plate include the first load-bearing
Layer and the first insulating layer, the second heat-preserving load-bearing integrated exterior wall plate includes the second supporting course and the second insulating layer, by described first
Insulating layer and the second insulating layer closely splice after as exterior sheathing, the splicing side of the first supporting course and the second supporting course by
At least one arrange the 2nd fixing piece up to lower setting, by the second fixing piece by inner template two sides be separately fixed at the first supporting course and
On second supporting course, the first heat-preserving load-bearing integrated exterior wall plate, the second heat-preserving load-bearing integrated exterior wall plate and inner template it
Between constitute without fixed framed of screw rod through walls, in the framed interior setting reinforcing bar, then pour in framed in-situ layer constitute from
Connecting column is kept the temperature, the self-heat conserving connecting column connects the first heat-preserving load-bearing integrated exterior wall plate and the second load-bearing composite insulation boards
It is integral.
21. the assembly method of external wall self-insulation system according to claim 20, which is characterized in that first supporting course
Including the first overlapping supporting course and the second overlapping supporting course, have time between the first overlapping supporting course and the second overlapping supporting course
Chamber, the reinforced frame are located in cavity, and the two sides of reinforced frame are individually fixed in the first overlapping supporting course and the second overlapping supporting course
It is interior, the casting concrete in cavity；Second supporting course includes the first overlapping supporting course and the second overlapping supporting course, and described the
There is cavity between one overlapping supporting course and the second overlapping supporting course, the reinforced frame is located in cavity, the two sides difference of reinforced frame
It is fixed in the first overlapping supporting course and the second overlapping supporting course, the casting concrete in cavity.
22. the assembly method of the external wall self-insulation system according to claim 20 or 21, which is characterized in that the step
(2) the first heat-preserving load-bearing integrated exterior wall plate and the second heat-preserving load-bearing integrated exterior wall plate are vertically arranged in and constitute L
Type structure.
23. the assembly method of the external wall self-insulation system according to claim 20 or 21, which is characterized in that the step
It (1) further include the lifting of interior wall shear wall in, by the first heat-preserving load-bearing integrated exterior wall plate, the integration of the second heat-preserving load-bearing
Side fascia and interior wall shear wall constitute T-type structure, wherein the first heat-preserving load-bearing integrated exterior wall plate and the second heat-preserving load-bearing
Integrated exterior wall plate side is spliced, and inner template includes the first inner template and the second inner template in the step (2), is consolidated using second
Determine part the first inner template two sides are separately fixed on the side of the first supporting course and interior wall shear wall, and by the second inner template two
Side is separately fixed on the other side of the second supporting course and interior wall shear wall, the first heat-preserving load-bearing integrated exterior wall plate,
It is constituted between two heat-preserving load-bearing integrated exterior wall plates, interior wall shear wall, the first inner template and the second inner template solid without screw rod through walls
Fixed is framed, and the self-heat conserving connecting column is by the first heat-preserving load-bearing integrated exterior wall plate, the second heat-preserving load-bearing integrated exterior wall plate
It is connect with interior wall shear wall integral.
24. the assembly method of external wall self-insulation system according to claim 23, which is characterized in that in the step (2)
Inner template be L-type inner template, the back side of the L-type inner template is provided with L-type ribs, the L-type ribs includes the
One ribs and the second ribs, the both ends of third ribs are separately fixed on the first ribs and the second ribs, are constituted
Triangle stress ribs.
25. the assembly method of external wall self-insulation system according to claim 24, which is characterized in that second fixing piece
For locked instrument, the locked instrument includes locking lever and locking bolt, and locking mouth, locking bolt insertion locking mouth are equipped in locking lever
Middle composition locked instrument.
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN111519835A (en) * | 2020-05-20 | 2020-08-11 | 周印涛 | Assembled wall body heat preservation integrated structure and wall body heat preservation decoration integrated structure |
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| JPH0941548A (en) * | 1995-08-03 | 1997-02-10 | Misawa Homes Co Ltd | Reinforcement arrangement of external wall panel made of light cellular concrete |
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Effective date of registration: 20220112 Address after: 410000 zhangjiahu formation, Tongguan street, Wangcheng District, Changsha City, Hunan Province Patentee after: GREEN TECHNOLOGY CONSTRUCTION GROUP NEW BUILDING MATERIAL HIGH-TECH Co.,Ltd. Address before: 410000 room 2125, building B, brilliance Century Plaza, Yuhua District, Changsha City, Hunan Province Patentee before: HUNAN CHENXI GREEN BUILDING INDUSTRY CO.,LTD. |