CN106381944A - Anti-seismic flexibly connected and assembled self-heat preservation outer wall - Google Patents
Anti-seismic flexibly connected and assembled self-heat preservation outer wall Download PDFInfo
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- CN106381944A CN106381944A CN201610919774.3A CN201610919774A CN106381944A CN 106381944 A CN106381944 A CN 106381944A CN 201610919774 A CN201610919774 A CN 201610919774A CN 106381944 A CN106381944 A CN 106381944A
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- steel mesh
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 58
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- 239000004567 concrete Substances 0.000 claims abstract description 21
- 239000004568 cement Substances 0.000 claims abstract description 16
- 239000000463 material Substances 0.000 claims abstract description 14
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 12
- 239000012774 insulation material Substances 0.000 claims abstract description 5
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 4
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/049—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres completely or partially of insulating material, e.g. cellular concrete or foamed plaster
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
- E04C2/382—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a frame of concrete or other stone-like substance
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention provides an anti-seismic flexibly connected and assembled self-heat preservation outer wall. The outer wall is formed by anti-seismic flexible connection of columns, beams and prefabricated assembly type wallboard members, and is characterized in that the columns and the beams are of a reinforced concrete structure or a formed steel structure; the assembly type wallboard members contain reinforced concrete frame ribs, inner wallboards, outerwallboards and ribbed steel mesh hollows; the reinforced concrete frame ribs comprise assembly type wallboard member side ribs and middle ribs; the reinforced concrete ribs are hollow ribs which are formed by foaming cement blocks or ribbed steel mesh cylinders; the inner wallboards and the outer wallboards are formed by casting steel mesh concrete; foaming cement self-insulation materials are poured into the ribbed steel mesh hollows at the inner sides of the inner wallboards and the outer wallboards; the anti-seismic flexible connection is that ribbed reinforcing steel bars at one ends of the prefabricated assembly type wallboard members are not exposed; flexible materials laid on the outer side surfaces, which are not exposed, of the ribbed reinforcing steel bars.
Description
Technical field
The present invention relates to building energy conservation integral system technology is and in particular to a kind of anti-seismic flexible is linked and packed, and formula is built certainly
Heat preserving exterior wall body is flexibly connected technology.
Background technology
The eighties in 20th century, China's concrete prefabricated element produced the great development stage that is in, and country is in dwelling construction process
In, employ block structure, assembled wallboard structure, large panel structure, cast-in-place concrete structure, cast-in-place concrete hollow floor slab knot
Structure, cast-in-place shear wall structure etc., with Process of Housing Industrialization, a few days ago, assembled architecture is growing, and propulsion China house produces
Industry, the building energy conservation process of integration.
In order to advance China's housing industrialization development, a kind of ZL200820126232.1 " cast-in-place shaped steel of inventor's application
Concrete cavity building roof " and ZL200910143977.8 " a kind of cast-in-place open web superstructure building heating of utilization solar energy " and
ZL201110332999.6 " a kind of employing foam composition obturator make hollow floor system " assembled formed steel construction with cast-in-place
Armored concrete cavity building roof organically combines, and solves the fire prevention of assembled formed steel construction, gets rusty, quality, shearing resistance, ties up throughout the year
The problem of the aspects such as shield, cost and inexhaustible solar energy is converted into hot blast can warm oneself and utilize foam plastic
Material, had both solved the technical barrier of non-core-drawing pore-creating, played the effect of sound-insulating and heat-insulating insulation again.
Inventor also applies for that ZL200810192973.4 " a kind of expanding material for cast-in-place cavity building roof component " foams
Cement；These inventions, although tamped basis, entirely cast-in-site, controllability for China's Process of Housing Industrialization
Difference, implements technical strong, is difficult to form industrialized production.
For realizing industrialized production, inventor applies for that ZL201320467350.X " use by a kind of cast-in-situ hollow building roof pore-forming again
The netted box component of combination type " and a kind of ZL201420814197.8 " the self-heat conserving wall that mechanism steel mesh is combined with light-weight inorganic thing
Plate " and 201610296939.6 " a kind of bodies of wall with the combination of prefabricated assembled wall plate member ", pour hollow building cover technology to existing
Carry out General Promotion it is achieved that transition and upgrade, update and significantly reduce the deadweight of wallboard, add self-heat preservation heat insulation
Can, exempting the worry doing wall thermal insulating again, though solving the problems, such as industrialized production, or there is the high ground of grade of providing fortification against earthquakes
Area, exergonic defect under geological process.
Country carries out steel construction strategy and assembled architecture at present, and demand is multi-functional, economy, scientific and technological content, energy-saving ring
Guarantor is big with the market demand, safety coefficient is high, meets the architectural structure system of national industrial policies and industrial development direction again.Cause
This, on the basis of existing background technology, prior art is carried out perfect, and integrated application, in housing industrialization, forms new
Prefabricated construction system；Research and develop a kind of anti-seismic flexible to be linked and packed self-heat conserving external wall body, be to realize prefabricated wall
The moat new breakthrough of body structure new technique, for the high area of grade of providing fortification against earthquakes, energy release under geological process, reduces body of wall
Crack has become as the urgent need of housing industrialization technical field innovation.
Content of the invention
It is an object of the invention to propulsion Process of Housing Industrialization, it is linked and packed self-heat conserving external wall using a kind of anti-seismic flexible
Body, improves existing wall body structure；Make full use of the advantage of factory industry, Prefabrication assembled wallboard component, solve existing
There is overall cast-in-site poor controllability, implement technical strong, site operation and cause environmental pollution, matter weight, energy-conservation in structural system
The problems such as heat insulation function is lost, need to add heat-insulation layer again；The mode that structure is integrally forced through cast-in-place concrete solves,
The prefabricated assembled wall member of industrialized production and cast-in-site armored concrete combine, and reach optimization existing body of wall knot
Structure technology, carries out transition and upgrade to existing assembled wall body structure, updates；Particularly engrave prefabricated assembling with steel mesh with ribbing
Formula wall plate member self-insurance temp effect, exempts exterior wall and does external thermal insulation again；Foaming will be placed again in armored concrete rib or truss rib
Cement block or the self-thermal insulation material of foam cement slurry formation, had both alleviated the weight of prefabricated assembled wall plate member, cut-off is cold again
Bridge, realizes self-insurance temperature function, for energy release under geological process, assembling body of wall is flexibly connected with post, reduces body of wall
Crack.
Technical scheme is as follows, and a kind of anti-seismic flexible is linked and packed self-heat conserving external wall body, by post, beam and prefabricated
Assembled wallboard component, anti-seismic flexible are formed by connecting；Its feature is reinforced concrete structure or shaped steel knot in described post and beam
Structure；Described assembled wallboard component frame rib containing armored concrete, lining, Side fascia and steel mesh with ribbing are engraved；Described reinforcing bar mixes
Solidifying soil frame rib includes assembled wallboard component side rib and intermediate rib；Described armored concrete rib is cavity rib, cavity rib by
Foam cement block or steel mesh cylinder with ribbing are formed；Described lining and Side fascia are built up by steel mesh concrete；Described lining is with outward
Steel mesh with ribbing inside wallboard pours in engraving and is inoculated with foam cement self-thermal insulation material；It is prefabricated assembled that described anti-seismic flexible connects
Wall plate member one end rib reinforcement does not expose；The outer surface of described rib reinforcement not exposed junction also lays flexible material.
Another kind of preferred version is that described prefabricated assembled wall plate member side is connected assembling with the binding site of post or beam
Surface in post or beam.
Another kind of preferred version is, the binding site of described prefabricated assembled wall plate member side and post embed cast-in-place in post
Among.
Another kind of preferred version is, described steel mesh with ribbing engrave by engrave net, engrave end net, supporting network forms；Described engrave net,
Engrave end net, supporting network belongs to metal material；
Another kind of preferred version is that in the side rib of described assembled wallboard component, there is reinforcing steel bars exposed at least one end.
Another kind of preferred version is, at least one face band Liu Kou or inclined-plane in described assembled wallboard modular level side.
Another preferred version is that the appearance of described assembled wallboard component is provided with solar energy equipment.
A kind of anti-seismic flexible of the present invention is linked and packed self-heat conserving external wall body, is to enter on the basis of by architectural design drawing
Row, first decompose architectural design drawing, the function for wallboard and physical dimension, assembling form is quantified, and is meeting principal mode
On the premise of specification, resolve into the drawing of the specifications and models of N number of assembled wallboard component, factory is by the paper organization life being decomposed
Produce；Produce assembled wallboard building course as follows: one, get the raw materials ready, mainly include reinforcing bar, cement, sandstone, mould, steel mesh with ribbing are engraved,
Cement foamed device and material, plant equipment etc.；Two. make auxiliary, 1. by the drawing making colligation rib reinforcement being decomposed, to
Meet energy-saving and thermal insulating requirement, need in colligation rib reinforcement middle setting steel mesh cylinder with ribbing, binding strap rib steel net cylinder becomes cavity
Reinforcing rib；2. assembled belt rib steel net is engraved, and will make steel plate using special mechanical equipments such as feeding machine, bicker system, cutters
Dictyosome or reinforcing bar dictyosome；Net compacting bending trace will be engraved, engrave and hold the upper and lower ends mouth of net vertical direction to pack steel plate molding edge, prop up
Support net pack respectively after by engrave net, supporting network, engrave end net usage ratio transport composing room；Open and engrave net, from compacting
Bending at bending trace, puts into engraving end net molding edge in the V-arrangement rib engraving network edge, places " Jiong shape " in equivalent expanded metal lath thread
Supporting network, will engrave net two ends split and carry out welding and make steel mesh with ribbing engraving；3. for cold bridge isolation mode；4. intercostal through tube；5.
Setting exposed steel bar outlet mold and side hanging ring mould；6. determine the adjacent connection of assembled wallboard component in the drawing decomposing
Position, the pre-buried little polyphenyl block of side rib connecting portion, take down pre-buried little polyphenyl block during installation and be easy to reinforcing bar and expose, weld adjacent steel
Muscle, keeps flatness and the solidness of wallboard connection；Assembled wallboard member openings basis mould；Assembled wallboard component Liu Kou or
Inclined-plane add module in vertical formwork is formed；Three. the making of assembled wallboard component, by assembled wallboard component band around rail
The bed die system in road goes to die-filling workshop, and bed die is equipped with vertical formwork, and the opening basis of specifications and models needed for formation is framed,
Opening basis framed interior lay rib reinforcement, steel mesh with ribbing engraves or cold bridge isolation mode or intercostal fill siphunculus；Again by with around track
Bed die system goes to pouring hall. and computer is delivered to mixing plant after automatically joining in cement, sand, stone ratio and is added water and stirs into concrete,
Its slump controls within 200mm；Vibration on Start-up platform, first after the concrete of cast rib and Side fascia, in steel mesh with ribbing is engraved
Or in cavity reinforcing rib, pouring into Foam cement insulation material, foam cement slurry can be concentrated and pour into, and filled by the intercostal of pre-installation
Siphunculus equilibrium flow to each steel mesh with ribbing engrave in interior or cavity reinforcing rib it is also possible to monomer be circulated into each steel mesh with ribbing engrave interior or
(foam cement slurry can also pour into when resting shield), concrete cast lining and assembled wallboard thereafter in cavity reinforcing rib
Component surface is shaken and flat is rested after touching optical processing；Steam curing system will be gone to the bed die system around track again；Again by band
Go to finished product station around the bed die system of track, form removal obtains required assembled wallboard component；It is formulated to warehouse for finished product respectively to support eventually
Or stock；Go to initial position with the bed die system around track, enter next flow state；The assembling that above-mentioned flow process produces
Formula wall plate member, globality is strong, rational in infrastructure, and quality standard is high, and operation is controlled, and self-heat conserving is good, and armored concrete rib is become
Cavity rib, reinforced concrete wall panel is become steel mesh concrete belt Self-insulation wall plate after weight fall sharply.Assembled wallboard component
Install, be to carry out on building wall board framework horizontal plane or Vierendeel girder, cast-in-site connects installs its assembled wallboard component, existing
Field makes pricks post reinforcing bar, with engineering mould by the post steel bar vertical pricked parcel, in the post engineering mould two in installation wallboard face
Side sets reserved opening, the thickness of reserved opening width >=assembled wallboard component；Assembled wallboard component side is placed in and post knot
Close the surface at position or by assembled wallboard lifting component in the reserved opening that the engineering mould both sides pricking post reinforcing bar set,
Again another for post engineering mould both sides are fixed, girt strip reinforcing bar one end outer surface that assembled wallboard component does not expose applies flexible gelling material
Material, the girt strip reinforcing bar that the other end exposes extend in post reinforcing bar, adjusts adjacent members interface flatness, takes down pre-buried little polyphenyl
Block, welds the girt strip reinforcing bar exposing, and will extend into post reinforcing bar partial assembled wallboard component and the cast-in-place note of girt strip steel exposing
In cast-in-situ reinforced concrete column；Again assembled wallboard component side is placed in surface or the cast-in-place steel with beam binding site
Repeat the above steps after reinforced concrete beam slab, carry out maintenance, form removal to cast concrete, form a kind of anti-seismic flexible and are linked and packed
Self-heat conserving external wall body；Body of wall exempts isothermal holding again；As long as exterior wall at component interface simply plastered process after both
The facial ornament material such as stone coating can be sprayed；In order to become active house and comprehensive utilization, in exterior surface of wall, solar energy equipment is installed,
But to carry out by solar energy equipment erection code, be exempted from solar energy equipment and mutually block or cause light pollution.
Brief description
Fig. 1 is linked and packed self-heat conserving external wall body plane graph for a kind of anti-seismic flexible of the present invention.
Fig. 2 engraves structure chart for invention steel mesh with ribbing.
The cavity rib embodiment of the assembled wallboard component that Fig. 3 invents for the present invention.
Fig. 4 exposes embodiment for assembled wallboard component rib reinforcement of the present invention.
Fig. 5 does not expose for assembled wallboard component rib reinforcement of the present invention and applies flexibility Binder Materials embodiment.
Fig. 6 is the ribbed belt willow mouth embodiment of the prefabricated assembled wall plate member of the present invention.
Specific embodiment
The present invention is further described below in conjunction with the accompanying drawings.
Fig. 1 is linked and packed self-heat conserving external wall body plane graph for a kind of anti-seismic flexible of the present invention, when the present invention is implemented, be by
Prefabricated assembled wall plate member 2 handling that factory lines produce pours into a mould scene to frame column 3, by prefabricated assembled wall plate member
Girt strip reinforcing bar one end outer surface that 2 do not expose applies flexibility Binder Materials, and the girt strip reinforcing bar 58 that the other end exposes is embedded into post mold
In, carry out cast-in-site.When post and beam are formed steel construction, rib reinforcement will be exposed and be directly welded on steel column and section steel beam；
Prefabricated assembled wall plate member 2 both may be designed to optimum state transverse plate, is also designed to vertical plate；The adjacent knot of two module components 2
Conjunction portion is arranged to willow mouth 592 or inclined-plane 591, prevents exterior wall rainwater from penetrating into interior by interface；The adjacent knot of two module components 2
Little for two module component 2 junction polyphenyl block 7 is broken up when dispatching from the factory, exposes rib by the pre-buried little polyphenyl block 7 allowing rib reinforcement easily to expose in conjunction portion
Reinforcing bar 52 is welded, for the ease of hanging, be provided with rib with while the hanging ring 521 that is connected of rib, hanging ring 521 makes
Also covered with little polyphenyl block 7 when pouring into a mould；The foam cement slurry heat preserving and insulating material 57 pouring in 6 engraved by steel mesh with ribbing, both can adopt
With chemical blowing, the principle realization of physical blowing may also be employed；When using chemical blowing, available rib fills through hole 531 at this
Stream equilibrium automatically in 6 engraved by steel mesh with ribbing, engraves in 6 if taking and being intuitively injected into each steel mesh with ribbing during physical blowing.
Fig. 2 engraves structure chart for present invention steel mesh with ribbing, as shown in Fig. 2 will be using feeding machine, bicker system, cutter
Deng special mechanical equipment make expanded metal lath engrave 6, at the construction field (site) pass through bending tool, by bending trace one by one bending form with ribbing
What 6 peripheries engraved by steel mesh engraves net 61 main body；End net 62 expanded metal lath body length is engraved according to needed for the height cutting that steel mesh with ribbing is engraved by factory,
Engrave end net 62 for every and cut out sheet metal two panels, two panels sheet metal leaf length≤steel mesh with ribbing engraves 6 width, with special equipment by thin steel
Plate is pressed into V-shape, and V-shape sheet metal piece is wrapped in by stamping machine after engraving the two ends holding net 62 and engraves end net two ends by parcel
Mouthful flatten, end net two-port is engraved in both shapings protecting, and inhibitory action is played in the distortion that steel mesh with ribbing is engraved, and steel mesh with ribbing engraves 6
Inside is supported by supporting network.
Fig. 3 is the cavity rib embodiment of the assembled wallboard component of the present invention, the difficult point of exterior wall heat-preserving system post, beam,
On rib, because there is the contradiction between structure safety and insulation in them；Post, beam body are amassed and can be done greatly external thermal insulation process, but rib
Small volume insulation be difficult to, the present embodiment is to evacuate rib, has both mitigated the deadweight of prefabricated assembled wall plate member, again separate cold bridge
Formation and to insulation impact, specifically adopt steel mesh body with ribbing, make steel mesh cylinder with ribbing after trace, be placed on rib steel
The centre of muscle, pours into a mould concrete, forms cavity rib.
Fig. 4 exposes embodiment for assembled wallboard component rib reinforcement of the present invention, and post reinforcing bar 3 is pricked in such as figure field fabrication, uses
The post steel bar vertical pricked parcel, aluminium alloy fixed shape mould are not first closed by aluminium alloy fixed shape mould, formula wall plate member to be assembled
Port reinforcing bar is embedded into be pricked in post reinforcing bar 3, then by aluminium alloy fixed shape mode locking assembled wallboard component, for assembling structure
Rationally firm, the rib reinforcement extending into post reinforcing bar partial assembled wallboard component He expose now is cast in cast in place reinforced bar coagulation
In earth pillar.
Fig. 5 does not expose for assembled wallboard component rib reinforcement of the present invention and applies flexibility Binder Materials embodiment, such as schemes existing
Field makes pricks post reinforcing bar 3, and with aluminium alloy fixed shape mould by the post steel bar vertical pricked parcel, aluminium alloy fixed shape mould elder generation does not close
Close, rib reinforcement is not exposed and applies flexibility Binder Materials 88 port and be embedded into and prick in post reinforcing bar 3, then by aluminium alloy fixed shape
Mode locking assembled wallboard component, will extend into post reinforcing bar partial and apply flexibility Binder Materials assembled wallboard component cast-in-situ note
In cast-in-situ reinforced concrete column.
Fig. 6 is the ribbed belt willow mouth embodiment of the prefabricated assembled wall plate member of the present invention, and the present embodiment is that two module components 2 are adjacent
Joint portion be arranged to willow mouth 592 or inclined-plane 591, prevent exterior wall rainwater from penetrating into interior by interface；Its outer of willow mouth 592
Face should lid curved surface, the broadside on inclined-plane 591 is in the outside of exterior wall.
Finally it should be noted that:Above example is only not intended to limit in order to technical scheme to be described, to the greatest extent
Pipe has been described in detail to the present invention with reference to above-described embodiment, it should be understood by a person of ordinary skill in the art that still
The specific embodiment of the present invention can be modified or equivalent, and end departs from any of spirit and scope of the invention
Modification or equivalent, it all should be covered in the middle of scope of the presently claimed invention.
Claims (7)
1. a kind of anti-seismic flexible is linked and packed self-heat conserving external wall body, by post, beam and prefabricated assembled wallboard component, anti-seismic flexible
It is formed by connecting；Its feature is reinforced concrete structure or formed steel construction in described post and beam；Described assembled wallboard component contains
Reinforced concrete frame rib, within the walls plate, wall outside plate and steel mesh with ribbing are engraved；Described reinforced concrete frame rib includes assembled wallboard
Component side rib and intermediate rib；Described armored concrete rib is cavity rib, has foam cement block in cavity rib；Described plate within the walls and
Wall outside plate is built up by steel mesh concrete with ribbing；Steel mesh with ribbing inside described plate within the walls and wall outside plate pours in engraving and is inoculated with foam cement
Self-thermal insulation material；Assembled wallboard component one end rib reinforcement that it is prefabricated that described anti-seismic flexible connects does not expose；Described rib reinforcement
The outer surface of exposed junction does not also lay flexible material.
2. a kind of anti-seismic flexible is linked and packed self-heat conserving external wall body it is characterised in that described prefabricated dress as claimed in claim 1
Join formula wall plate member side and be connected, with the binding site of post or beam, the surface being assembled in post or beam.
3. a kind of anti-seismic flexible is linked and packed self-heat conserving external wall body as claimed in claim 1, and its feature is it is characterized in that described
The binding site of prefabricated assembled wall plate member side and post embed cast-in-place among post.
4. a kind of anti-seismic flexible is linked and packed self-heat conserving external wall body it is characterised in that described is with ribbing as claimed in claim 1
Steel mesh is engraved by engraving net, engrave end net, supporting network and form；Described engraves net, engraves and hold net, supporting network to belong to metal material.
5. a kind of anti-seismic flexible is linked and packed self-heat conserving external wall body it is characterised in that described assembled as claimed in claim 1
In the side rib of wall plate member, there is reinforcing steel bars exposed at least one end.
6. a kind of anti-seismic flexible is linked and packed self-heat conserving external wall body it is characterised in that described assembled as claimed in claim 1
At least one face band Liu Kou or inclined-plane in wall plate member horizontal sides.
7. a kind of anti-seismic flexible is linked and packed self-heat conserving external wall body it is characterised in that described assembled as claimed in claim 1
The appearance of wall plate member is provided with solar energy equipment.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610919774.3A CN106381944A (en) | 2016-10-21 | 2016-10-21 | Anti-seismic flexibly connected and assembled self-heat preservation outer wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610919774.3A CN106381944A (en) | 2016-10-21 | 2016-10-21 | Anti-seismic flexibly connected and assembled self-heat preservation outer wall |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110145070A (en) * | 2019-05-13 | 2019-08-20 | 悉地国际设计顾问（深圳）有限公司 | A kind of prefabricated column assembly and its construction method |
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| CN201217864Y (en) * | 2008-06-18 | 2009-04-08 | 黑龙江宇辉新型建筑材料有限公司 | non-load bearing infill partition wall panels |
| CN104763080A (en) * | 2015-04-08 | 2015-07-08 | 倪文蛟 | Novel assembled integral-type hollow shear wall structure |
| CN105821988A (en) * | 2016-05-06 | 2016-08-03 | 湖南标迪夫节能科技有限公司 | Self-insulation exterior wall combined by assembled wall panel components |
| CN206110398U (en) * | 2016-10-21 | 2017-04-19 | 王本淼 | Outer wall body of antidetonation flexonics assembly self preservation temperature |
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| JPH05220716A (en) * | 1992-02-13 | 1993-08-31 | Tokyu Constr Co Ltd | Manufacture of fiber reinforced pc panel |
| CN201217864Y (en) * | 2008-06-18 | 2009-04-08 | 黑龙江宇辉新型建筑材料有限公司 | non-load bearing infill partition wall panels |
| CN104763080A (en) * | 2015-04-08 | 2015-07-08 | 倪文蛟 | Novel assembled integral-type hollow shear wall structure |
| CN105821988A (en) * | 2016-05-06 | 2016-08-03 | 湖南标迪夫节能科技有限公司 | Self-insulation exterior wall combined by assembled wall panel components |
| CN206110398U (en) * | 2016-10-21 | 2017-04-19 | 王本淼 | Outer wall body of antidetonation flexonics assembly self preservation temperature |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110145070A (en) * | 2019-05-13 | 2019-08-20 | 悉地国际设计顾问（深圳）有限公司 | A kind of prefabricated column assembly and its construction method |
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