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CN105442717A - Laminated layer structure and construction method thereof - Google Patents

Laminated layer structure and construction method thereof Download PDF

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Publication number
CN105442717A
CN105442717A CN201410424273.9A CN201410424273A CN105442717A CN 105442717 A CN105442717 A CN 105442717A CN 201410424273 A CN201410424273 A CN 201410424273A CN 105442717 A CN105442717 A CN 105442717A
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CN
China
Prior art keywords
lamination
agent
layer
coated
shell structure
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CN201410424273.9A
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Chinese (zh)
Inventor
陈佚颛
陈谆翰
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TAIWAN PULPING INDUSTRY Co Ltd
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TAIWAN PULPING INDUSTRY Co Ltd
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Priority to CN201410424273.9A priority Critical patent/CN105442717A/en
Publication of CN105442717A publication Critical patent/CN105442717A/en
Pending legal-status Critical Current

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Abstract

The invention provides a laminated layer structure and a construction method thereof. The laminated layer structure comprises a base model frame, an embedded net layer, a cement laminated layer, a glue case laminated layer and a surface laminated layer, wherein a heavy curtain shaped base frame is constructed with materials such as metal basic material; a metal net layer is locked and fixed at the external of the base model frame with locking and setting members; the surface, embedded with the locking and setting members, of the metal net layer is coated with a first building and combining agent and then coated with a cement mortar layer so that a mortar laminated layer is produced; after the cement mortar is dried, a first fiber net is pasted on the cement mortar, then a second building and combining agent is applied, a second fiber net is pasted, and a third building and combining agent is applied so that the application and manufacture of the glue case laminated layer are finished; then the glue case laminated layer is covered with the surface laminated layer, that is after the glue case laminated layer is coated with a fourth building and combining agent, the glue case laminated layer is coated with surface mortar to beautify the surface; then a curing laminated layer is applied on the surface mortar to protect the surface. Thereby, the laminated layer structure having functions of thermal insulation, noise insulation and waterproof is produced.

Description

Lamination shell structure and construction method thereof
Technical field
The present invention relates to a kind of lamination shell structure (laminatedlayerstructure) and construction method thereof, refer in particular to and a kind of there is lamination shell structure that is heat insulation, soundproof effect, the block of strengthening action is coordinated to connect agent material to utilize the construction method of lamination, allow the lamination shell structure of stacked combination layer by layer, can reach above-mentioned heat insulation, soundproof effect is invention application.
Background technology
From simple and crude cogongrass cabin to modern steelframe glass skyscraper, the mankind almost use up all can material to build house, when the 1880's of Christian era steel material is made to be used as building materials widely, create the cage construction system of skyscraper, instead of the cage structure that conventional outer wall must bear weight.Cage construction forms by the post of inside, beam, version the main support active force built object and amass, the outside bundle that encloses is because of need not load-bearing and develop curtain system miscellaneous, make more aobvious colourful of human society, humane breath is also along with curtain wall is constantly developed.
Concrete is when 19th-century and twentieth century join, also be widely used as building materials, even be used as hull, its advantage is bear pressure highly and can elasticity be used in construction work, and utilize reinforcing bar to make up stretching resistance, and become the structural building materials of high strength, adopt the trend having more fractal key so far.Period people use form and the resistance to compression of building materials characteristic in room hardy, resist Action of Gravity Field as much as possible, make room can carry larger weight and contain larger area; To use curve steel concrete shell in modern age, it the support as beam can not cross over large space by thrust affects, and does not also need load bearing wall under it.
The kind of architectural construction, under the evolution of modern material, some material, because limited, the processing difficulties in thing source or the not enough factor of resisting the Nature such as earthquake or typhoon natural disaster of safety, as rock, disappears in the building in modern humans living space.In the architectural construction in modern humans living space, steel concrete, reinforcing bar structure is the most general.In addition, European brick structure is once prevailing for a time, and the U.S. is then that timber construction is in the majority; And because of timber construction water funk, inflammable also perishable, therefore these structures also can only be confined to non-metropolitan area.American-European metropolitan area, also constructs the most general with steel concrete, reinforcing bar.Taiwan is because earthquake and typhoon occur frequent, and earthquake and typhoon bring the threat of life and property very large, and comparatively firm steel concrete, reinforcing bar must be selected in architectural construction to construct.
And concrete construction because of essence do not fire, stainless, not burn into also can not decompose in water and the plasticity of excellence and resource extensively and the advantage of cheapness, and become indispensable building structure material.Concrete is mainly hydrate crystal calcium hydroxide, the generation material of this kind of inorganic deadlocked composition, can silicic acid class sandstone, fragment of brick and the reinforcing bar with oxide scale film altogether structure form building construction firm as stone material, sclerosis condensation phenomenon is had at solidification process, especially powdering cement mortar because there is no the fixation of chad so that present segmentation crack very soon; And calcium hydroxide is determined by itself and Carbon Dioxide in Air effect entirely as clay or plaster, after effect, reduction forms calcium carbonate again, and this stage is called weathering phenomenon, can derive:
1, clay Ca (OH) 2weathering is reduced into CaCO 3, the moisture content of aquation is then forced to discharge, and produces continuation cup shake.
2, there is the discontinuous interface being separated and getting loose between new and old mud face because not having the intersection of calcium hydroxide needle prick shape crystalline solid to fetter and cause cement to whitewash layer peeling phenomenon.
3, cement continues neutralisation and causes the passivation formed with reinforcing bar and disappear, and then causes corrosion of steel bar to expand, cement structure is around extruded and destroys and produce quick-fried muscle phenomenon.
4, structure is hard brittle and greatly reduce the binding force of sandstone aggregate and cause structure dust formation and drop, fall paint, mouldy long lice ... etc. a series of puzzlement.
After hydrate crystal calcium hydroxide weathering reduction becomes calcium carbonate, again because porosity and hydrophilic interaction continue and build up aqueous vapor, aqueous vapor forms the corrosion of carbonic acid in shady and cool moist cement structure body, and this stage is called deliquescence phenomenon, can derive:
1, carbonic acid and calcium carbonate chemical combination become calcium bicarbonate and separate out tectosome, and form the destruction being commonly called as wall cancer.
2, this behavior causes structure constraint form disintegrate gradually and lose should having intensity and causing Potential danger of cement structure.
3, the watertightness of unitary construction and tightness are lost gradually, and accelerate natural force corrosion function, cause seriously leak, burn into corrosion, new and old cement the naked sky of interlayer structure ... Deng, various cannot continue live reason and the dismounting that comes to an end.
Building wall version curtain is from main body to fire prevention and water-proof function, can say it is the curtain engineering field of integraty, but fire prevention and waterproof are the attributes of opposition, general fire proofing wood is the inorganic hydrophilic material of easily oozing, waterproof material is then flammable organic gel material mostly, especially when curtain engineering performs, and there is the reinforcement of many interfaces to build between main body and connect problem, therefore, the curtain of fire prevention and waterproof is how made to perform generation compatibility, and reinforcing agent structure links into an integrated entity, and becomes the curtain engineering problem the most urgently solved at present simultaneously.
And the present inventor had previously also applied for having got permission No. I313317th, TaiWan, China patent announcement (Chinese patent notification number CN100552154C patent No. ZL200610094332.6) a kind of laminated corrugated wall plate beam surrounding construction method for studying in this respect, the light Steel Structure of assembling that this wall version is corrugated with concavo-convex clod wash template, be arranged in order in periphery by each lamination content, comprise wire lath from inside to outside, locking screw is followed closely, first block connects coating, interlocking mud layer, second block connects coating, clad can mud layer is used in moulding leveling, protective coating, be made through building the lamination sealing connecing reinforcement layer by layer, wherein: this light Steel Structure is the corrugated framework that the concavo-convex clod wash template with open section and projecting surface assembles, this wire lath is coated on the light Steel Structure periphery of concavo-convex corrugated, and is locked in framework projecting surface with screw correspondence, forms the tension reinforcement and lamination interlocking substrate structure material of enclosing bundle sealing, this first build connect coating mainly as interlocking mud layer and light Steel Structure projecting surface heterogeneous material interface between combination, lamination is constructed and light Steel Structure is combined into one, this interlocking mud layer is cement mortar, and embed in naked empty wire lath to exert pressure and be connected to framework projecting surface with block, the pre-crackle of floating rear condensation to be hardened presents, this second is built and connects coating and then exert pressure comprehensively and infiltrate in the interlocking precracking of mud layer and surperficial hair lyriform pore, as the structural strengthening dielectric layer in the new and old cement structure face of interlocking mud layer and moulding leveling clad can mud layer, this moulding leveling clad can mud layer is cement mortar, and after being bulldozed troweling, the pre-crackle of condensation to be hardened presents comprehensively, this protective coating is the adhesive agent of wet side, after can concocting mutually with weather resistant paints, in the precracking that moulding leveling clad can mud layer is infiltrated in comprehensive roll extrusion and surperficial hair lyriform pore, and the weathering deliquescent effect constructed as suppression cement lamination and beautify purposes, thus, utilize the assembling framework that clod wash template is corrugated, and after periphery locking wire lath, then connect the lamination embryo of reinforcement as block layer by layer, make it perform less important work that process does not need model, and the effectiveness of wall plate beam surrounding engineering can be had.
Therefore, inventor adheres to the abundant of these relevant industries for many years and designs and develops and actual fabrication experience, and spy reoffers a kind of lamination shell structure and construction method thereof, to reaching the object of better practical value.
Summary of the invention
Agent structure can be reinforced when curtain performs and the problem reaching the function of fire prevention and waterproof to solve, the invention provides a kind of lamination shell structure (laminatedlayerstructure) and the construction method thereof with heat insulation, soundproof effect, the block of strengthening action is coordinated to connect agent material to utilize the construction method of lamination, allow the lamination shell structure of stacked combination layer by layer, for the purpose of the effect that can reach intensity of putting more energy into.
In order to reach above-mentioned enforcement object, the present inventor proposes a kind of lamination shell structure, and it consists predominantly of, and basic unit's moulding framework, embeddingly plants stratum reticulare, a mud makes lamination, a glue shell lamination and a surface area layer; Wherein:
This basic unit's moulding framework be utilize the frameworks such as metal base go out needed for basic unit's moulding of making, again in the stratum reticulare of basic unit's moulding framework outside locking metal material, lamination is made in stratum reticulare surface coating mud, and this mud comprises the first block as lamination connects agent and be coated on the first block and connect cement mortar in agent, continue and make lamination outside laying glue shell lamination in mud, and this glue shell lamination includes the first fleece that a first direction is pasted, second block connects agent, the second fleece that one second direction is pasted and the 3rd is built and is connect agent, afterwards, surface area layer is allowed to be covered in glue shell build-up surface again, and surface area layer is the 4th block coating glue shell build-up surface connects agent and layer of surface mortar, whereby, complete and perform the lamination shell structure that has the effects such as heat insulation, sound insulation, waterproof.
Lamination shell structure as above, wherein after completing in surface area layer, can the intensity on more protection surface further, therefore, the maintenance lamination on a protection surface can be performed in surface area layer outside.
A kind of lamination shell structure construction method, it is mainly implemented with the following step:
Moulding basic moulding framework S1-is according to required building shape, and moulds basic unit's moulding framework (comprising wall version, curved-surface shape etc.); Locking mud makes the embedding net S2-that plants for the embedding net of planting that locks in basic moulding framework; Perform mud to make lamination S3-and build to connect after agent coating one deck cement mortar again for establishing in stratum reticulare lock surface of position to be coated with first; Paving gluing shell lamination S4-lays stickup two fleece for imposing, and is coated with second, third block respectively connects agent in two fibroreticulate surfaces; Performing surface area layer S5-is that coating 1 the 4th block connects agent after glue shell build-up surface, then coating layer of surface mortar, with enhancing surface; Spraying maintenance lamination S6-is the paint agent that spraying performs a protective effect on surperficial mortar.
Lamination shell structure construction method as above, the metal base that wherein this basic unit's moulding framework uses includes angle bar, shaped steel, steel board, unrestrained plate, wire rod etc.; And the mud that locks is done embeddingly to plant net for utilizing lock and establish corresponding to be established by stratum reticulare lock of part to be fixed on moulding framework, and this lock sets part as screw, iron wire etc.
Lamination shell structure construction method as above, wherein this surface finishes is after coating layer of surface mortar, can lay further close lightly building stones in surface, or ceramic tile, or marble.
Lamination shell structure construction method as above, wherein this paint agent is for adopting transparent lacquer or reflectorised paint agent.
Lamination shell structure construction method as above, wherein this fleece can adopt glass fiber net or carbon fibre web.
Lamination shell structure construction method as above, wherein this block connects the function that agent has interface link, as homogeneity interface, heterogeneous interface (the link effect as between pug and metal interface) or WELDING STUDS effect.
From above-mentioned implementation, in comparison, the present invention has the following advantages for the present invention and prior art:
1, lamination shell structure of the present invention and construction method thereof, the lamination shell structure of lamination type possesses lightweight, that thickness is thin, plasticity is high characteristic, curtain building after the block of lamination reinforcing function connects agent process possesses the advantages such as waterproof is waterproof, heat insulation, tension, bending resistance, is applicable to building without the purposes such as refuge house, bionical structure, combination ecology, environmental protection, energy-conservation green building in the structure of the large span of seam, the pipe power wall version of functionalization, the various moulding construction of visualization of exempting from die worker's method, underground or water.
2, lamination shell structure of the present invention and construction method thereof is that modeling technique and curved speciality are exempted from application in the aesthetic property advantage of visualization, and what present building is worth the customized demand expressed with moulding identification or image on ground.
3, lamination shell structure of the present invention and construction method thereof, be that pipe power wall version can receive various pipeline and installation or embedded equipment in the practical advantages of performance-based, the machine presenting the natural resources such as sunlight, air, water changes into shuttling back and forth of effect and line gas, and becomes the typical healthy room of green building.
4, lamination shell structure of the present invention and construction method thereof, be for basic unit's framework with reinforcing bar and frame in the safety advantages of amphibiousization, its face locking mud do embedding plant net after, again according to the demand speciality lamination item by item of visualization/performance-based, build attractive in appearance, practical the comprehensive of safety again to consider, also can be anti-catastrophe or the low Lying ground purpose-built of land and water amphibiousization.
5, lamination shell structure of the present invention has firm light and handy structural strength and waterproof, fire prevention, sound insulation, heat insulation, the curtain lamination function important document that can keep in repair pipeline facilities space, overcome cold shrinkage and thermal expansion and shock-resistant and energy-dissipating.
6, lamination shell structure of the present invention can apply to green building and greatly across measure and positioning, make it reach and make room according to customized demand, the effect of have water-tight, raw wall cancer, not getting damp; And the free resource that building course can allow sunlight, air, water become to be built thing machine and turn.
7, lamination shell structure of the present invention can apply to build thing transformation, and transformation is the comfort property of legal continuity house life-span and use, the present invention is with flexible hollow pipe power wall version structure (moulding of simple curve beformable body) and exempt from the D structure (moulding of hyperbola rigid body) that molding makes, and can transform according to customized demand.
8, lamination shell structure of the present invention can apply to build thing and increases and build, utilize between the structure body of lighting and interface soft, firmly to connect be engineering method, can guarantee to build the material heart and the firm heart and different shake interstructural security configuration frequently, and embeddingly plant net and complete watertight with high-tension metal, to build that the lamination connect connects through reinforcement layer by layer, layer by layer complete envelope be shell structure engineering method to airtight glue shell (film structure layer), residual engineering must leave troubles in time building.
9, lamination shell structure of the present invention can apply to reinforcing repairerment, its be building structure, structure material physical property, different time perform or heterogeneous structure material interface goes wrong time, can reinforcing repairerment be carried out, repair engineering method with the best at reinforcement original structure, former structure material, former interface.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is described in further details.
Fig. 1: lamination shell structure configuration diagram of the present invention;
Fig. 2: lamination shell structure construction sequence flow chart of the present invention;
Fig. 3: basic unit of the present invention moulding ARCHITECTURE EMBODIMENT one schematic diagram;
Fig. 4: basic unit of the present invention moulding ARCHITECTURE EMBODIMENT two schematic diagram;
Fig. 5: surface area layer embodiment one schematic diagram (closing lightly stone) of the present invention;
Fig. 6: surface area layer embodiment two schematic diagram (ceramic tile) of the present invention.
Description of reference numerals:
1. basic unit's moulding framework, 11. metal bases, 2. embeddingly plant stratum reticulare, 21. metal net layers, part established by 22. locks, 3. mud makes lamination, 31. first blocks connect agent, 32. cement mortar, 4. glue shell lamination, 41. first fleeces, 42. second blocks connect agent, 43. second fleeces, 44. the 3rd blocks connect agent, 5. surface area layer, 51. the 4th blocks connect agent, 52. surperficial mortars, 6. maintenance lamination, 61. paint agent, A. passage, S1. basic moulding framework is moulded, S2. the mud that locks is done embeddingly to plant net, S3. perform mud and make lamination, S4. gluing shell lamination is spread, S5. surface area layer is performed, S6. maintenance lamination is sprayed.
Detailed description of the invention
In order to there be understanding clearly to technical characteristic of the present invention, object and effect, now contrast accompanying drawing and the specific embodiment of the present invention is described.
First, refer to shown in Fig. 1, be the configuration diagram of lamination shell structure of the present invention preferred embodiment, consist predominantly of:
One basic unit's moulding framework 1, for going out the architecture of basic unit's moulding with metal base 11 framework;
One embeddingly plants stratum reticulare 2, for correspondence combines the metal net layer 21 being coated on basic unit's moulding framework 1 external surface;
One mud makes lamination 3, embeddingly plants stratum reticulare 2 surface for correspondence is coated, and this mud is made lamination 3 and included one and be coated on first on metal net layer 21 and build to connect agent 31 and be coated on the first block and connect cement mortar 32 in agent 31;
One glue shell lamination 4, do lamination 3 surface for correspondence covers in mud, and this glue shell lamination 4 includes first fleece 41, be pasted on cement mortar 32 from first direction and coats second on the first fleece 41 and build and connect agent 42, and be pasted on the second block from second direction and connect the second fleece 43 agent 42 and the 3rd block coated on the second fleece 43 connects agent 44;
One surface area layer 5, for correspondence coats glue shell lamination 4 surface, this surface area layer 5 includes the 4th block coating glue shell lamination 4 surface and connects agent 51 and be coated on the 4th block and connect surperficial mortar 52 in agent 51.
Wherein, first build connect agent 31, second build connect agent 42, the 3rd block connects agent 44 and the 4th block connects agent 51 and is existing bonding agent for building, as cement, first build connect agent 31, second build connect agent 42, the 3rd block connects agent 44 and the 4th block connect agent 51 all can be formed Authorization Notice No. be in CN100552154C " laminated corrugated wallboard beam surrounding construction method " (authorized announcement date is on October 21st, 2009) first build connect coating or second build connect coating.
Referring to shown in Fig. 2, is the schematic flow sheet of lamination shell structure construction method of the present invention preferred embodiment, and it utilizes the following step construct and can obtain above-mentioned lamination shell structure, and its construction sequence is as follows:
Moulding basic moulding framework S1-is according to required building shape, and moulds the base frame of basic unit's moulding with metal base 11 framework, as wall version, wall version, roof eaves, surface modeling etc.;
Locking mud makes the embedding stratum reticulare S2-that plants for the metal net layer 21 that locks in basic unit's moulding framework 1 surface, is laid by metal net layer 21 to be coated on basic unit's moulding framework 1 surface, and establishes part 22 that the locking of its metal net layer 21 is positioned basic unit's moulding framework 1 with lock;
Perform mud to make lamination S3-and lock in metal net layer 21 to establish the surface of part 22 to be coated with the first block to connect agent 31, afterwards, then on metal net layer 21 coating one deck cement mortar 32;
Paving gluing shell lamination S4-is after cement mortar 32 drying, first fleece 41 is pasted on cement mortar 32 surface with first direction, on the first fleece 41, be coated with one deck second block after stickup completes connect agent 42, second build in this and connect agent 42 surface and paste the second fleece 43 with the second direction of Relative vertical first direction again, complete being coated with the 3rd block again and connecing agent 44 in the second fleece 43 surface in stickup;
Perform surface area layer S5-to connect after agent 44 drying until the 3rd block, more corresponding coating the 4th block connects agent 51 in glue shell lamination 4 surface, afterwards, then in covering surface layer of surface mortar 52.
Refer to shown in Fig. 1 to Fig. 6, be below that practical operation illustrates construction method, be described in detail as follows:
First, when moulding basic moulding framework S1 step, allow the person of performing first according to the curtain of required building, lamination body and utilize metal base 11 to be formed basic unit's moulding framework 1 to mould body, and this metal base 11 includes angle bar, shaped steel, steel board, wave plate, wire rod etc., it is according to the floor area of building, function demand and needed for the gravity that bears and selection material, namely when as angle bar and unrestrained plate can be selected during eaves to arrange in pairs or groups, or as shaped steel and steel board can be selected during floor version to arrange in pairs or groups, or as angle bar and metal wire rod can be selected during surface modeling ornament to mould body etc. (as Fig. 3, shown in Fig. 4).
After basic unit's moulding framework 1 completes, impose locking mud again to do embeddingly to plant stratum reticulare S2 step, with basic unit's moulding framework 1 surface locking metal net layer 21 that plastotype is completed, metal net layer 21 is laid be coated on basic unit's moulding framework 1 surface, and establish part 22 that the locking of its metal net layer 21 is positioned basic unit's moulding framework 1 with lock, and this lock establishes part 22 further according to required and adopt screw, iron wire etc., as locked can adopt screw when unrestrained plate and metal net layer 21, wire rod and metal net layer 21 lock, and adopt iron wire winding colligation to fix, so, can complete and embeddingly plant stratum reticulare 2.
Then, impose again and perform mud and make lamination S3 step, namely lock in metal net layer 21 and establish the surface of part 22 to be coated with the first block to connect agent 31, thereupon, coating one deck cement mortar 32 on metal net layer 21 again, and adopt expansion web haply because of metal net layer 21, the mesh of expansion web is oblique, therefore when on metal net layer 21 during coating one deck cement mortar 32, can allow the mode clad metal stratum reticulare 21 of the oblique deeply interlocking of cement mortar 32, make it have the intensity of chain junction characteristic, so complete mud and make lamination 3.In addition, when mud do lamination 3 complete time, after the materials such as the steel board selected by metal base 11, unrestrained plate, shaped steel and metal net layer 21 coating simultaneously one deck cement mortar 32, its metal base 11 is because concavo-convex steel board, unrestrained plate, shaped steel, the passage A of central authorities can be formed, and this passage A can be used to for pipeline cabling, and without the need to other pipe laying.
Moreover, paving gluing shell lamination S4 step is after treating that mud does cement mortar 32 drying of lamination 3, first fleece 41 is pasted with first direction (transverse direction) and is covered in cement mortar 32 surface, after stickup completes, build in the first fleece 41 surface coating second and connect agent 42, connecing agent 42 so as to the second block allows the first fleece 41 stick with cement mortar 32, afterwards, connect agent 42 surface in this second block again and paste the second fleece 43 with the second direction of Relative vertical first direction (transverse direction) (longitudinal direction), after stickup completes, be coated with the 3rd block again and connect agent 44 in the second fleece 43 surface, so, complete glue shell lamination 4, using as the use engaged with next lamination.Wherein, first direction (transverse direction) refers to and is parallel to embedding direction of planting stratum reticulare, and second direction (longitudinal direction) refers to perpendicular to embedding direction of planting stratum reticulare.
And perform surface area layer S5 step for connecing after agent 44 drying until the 3rd block, more corresponding coating the 4th is built and is connect agent 51 in glue shell lamination 4 surface, until the 4th block connect agent 51 do not solidify time, at once in its covering surface layer of surface mortar 52, and complete surface area layer 5 and perform; Or building stones C is closed lightly in coating, or ceramic tile B, or marble (as shown in Figure 5, Figure 6) is wherein a kind of.Wherein, closing lightly building stones C can for closing lightly stone, closing lightly stone material or closing lightly stone sand slurry.
After surface area layer 5 adopts the drying of surperficial mortar 52; in order to the intensity on more protection surface; a S6 can be performed further in surface area layer outside and spray maintenance layering steps; this step is the maintenance lamination 6 that spraying performs a protective effect on surperficial mortar 52; and this maintenance lamination 6 is paint agent 61, this paint agent 61 can be transparent paint agent or reflectorised paint agent.
The foregoing is only the schematic detailed description of the invention of the present invention, and be not used to limit scope of the present invention.Any those skilled in the art, the equivalent variations done under the prerequisite not departing from design of the present invention and principle and amendment, all should belong to the scope of protection of the invention.And it should be noted that, each ingredient of the present invention is not limited in above-mentioned overall applicability, the each technical characteristic described in manual of the present invention can select one to adopt separately or select the multinomial use that combines according to actual needs, therefore, the present invention naturally covers other relevant with this case innovative point and combines and embody rule.

Claims (10)

1. a lamination shell structure, is characterized in that, this lamination shell structure includes:
Basic unit's moulding framework, for going out the architecture of curtain moulding with metal base framework;
Embeddingly plant stratum reticulare, for correspondence combines the metal net layer being coated on this basic unit's moulding framework external surface;
Mud makes lamination, embeddingly plants stratum reticulare surface for correspondence is coated, and this mud includes as lamination and is coated on first on this metal net layer and builds to connect agent and be coated on this and first build the cement mortar connect in agent;
Glue shell lamination, make build-up surface for correspondence covers in this mud, and this glue shell lamination includes the first fleece be pasted on from first direction this cement mortar, coats second on this first fleece and build and connect agent, be pasted on this second build the second fleece of connecing agent and the 3rd block coated on this second fleece connects agent from second direction;
Surface area layer, for correspondence coats this glue shell build-up surface, this surface area layer includes the 4th block coating this glue shell build-up surface and connects agent and be coated on the 4th block and connect surperficial mortar in agent.
2. lamination shell structure as claimed in claim 1, is characterized in that, in the outside corresponding spraying maintenance lamination of this surface area layer, this maintenance lamination is paint agent, and this paint agent is transparent lacquer and reflectorised paint agent one wherein.
3. lamination shell structure as claimed in claim 1 or 2, it is characterized in that, the metal base that this basic unit's moulding framework uses is at least the one in llowing group of materials: shaped steel, steel board, wire rod.
4. lamination shell structure as claimed in claim 3, is characterized in that, this embedding metal net layer of planting stratum reticulare is fixed on this basic unit's moulding framework for establishing part correspondence lock to establish with lock, and this lock sets part as screw and iron wire one wherein.
5. lamination shell structure as claimed in claim 1, it is characterized in that, the surface of the surperficial mortar of this surface area layer is equipped with closes lightly building stones, ceramic tile and marble one wherein.
6. a lamination shell structure construction method, is characterized in that, this lamination shell structure construction method comprises the following steps:
Mould basic moulding framework (S1)-for mould the base frame of curtain moulding with metal base framework according to required building shape;
Locking mud makes the embedding stratum reticulare (S2)-in this embedding metal net layer of planting in basic moulding framework surface of planting, and is laid by metal net layer and is coated on this basic moulding framework surface, and establish part that the locking of this metal net layer is positioned this basic moulding framework with lock;
Perform mud and make lamination (S3)-lock this lock in this metal net layer to establish the surface of part to be coated with the first block to connect agent, afterwards, then on this metal net layer coating one deck cement mortar;
Paving gluing shell lamination (S4)-after this cement mortar drying, first fleece is pasted on this cement mortar surface with first direction, on this first fleece, be coated with one deck second block after stickup completes connect agent, second build in this and connect agent surface and paste the second fleece with the second direction of Relative vertical first direction again, complete being coated with the 3rd block again and connecing agent in this second web surface in stickup;
Perform surface area layer (S5)-after the 3rd block connects agent drying, more corresponding coating the 4th is built and is connect agent in this glue shell build-up surface, meanwhile, builds connect agent covering surface layer of surface mortar in the 4th.
7. lamination shell structure construction method as claimed in claim 6, it is characterized in that, the metal base that this basic unit's moulding framework uses is at least the one in llowing group of materials: shaped steel, steel board, wire rod.
8. lamination shell structure construction method as claimed in claim 7, is characterized in that, this embedding metal net layer of planting stratum reticulare is fixed on basic unit's moulding framework for establishing part correspondence lock to establish with lock, and this lock sets part as screw and iron wire one wherein.
9. the lamination shell structure construction method as described in claim 6 or 8, is characterized in that, the surface of the surperficial mortar of this surface area layer is equipped with closes lightly building stones, ceramic tile and marble one wherein.
10. the lamination shell structure construction method as described in claim 6 or 8; it is characterized in that; after performing surface area layer (S5) step; spraying maintenance lamination (S6) step on protection surface can be performed; this spraying maintenance lamination (S6) step is for after this surperficial mortar drying; for on this surperficial mortar, spraying performs the paint agent of a protective effect, this paint agent is transparent lacquer and reflectorised paint agent one wherein.
CN201410424273.9A 2014-08-26 2014-08-26 Laminated layer structure and construction method thereof Pending CN105442717A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410424273.9A CN105442717A (en) 2014-08-26 2014-08-26 Laminated layer structure and construction method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410424273.9A CN105442717A (en) 2014-08-26 2014-08-26 Laminated layer structure and construction method thereof

Publications (1)

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CN105442717A true CN105442717A (en) 2016-03-30

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1055783A1 (en) * 1999-05-27 2000-11-29 Hans-Ulrich Jüttner Multi-layered wall structure
CN1307159A (en) * 2000-01-24 2001-08-08 许琦 Steel-frame building structure
CN1786364A (en) * 2005-10-17 2006-06-14 朱秦江 Composite warm preservation heat insulation concrete graded layer integrated pouring system and its construction method
CN101096860A (en) * 2006-06-30 2008-01-02 台湾浆造工业有限公司 Laminated corrugated wall plate beam surrounding construction method

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1055783A1 (en) * 1999-05-27 2000-11-29 Hans-Ulrich Jüttner Multi-layered wall structure
CN1307159A (en) * 2000-01-24 2001-08-08 许琦 Steel-frame building structure
CN1786364A (en) * 2005-10-17 2006-06-14 朱秦江 Composite warm preservation heat insulation concrete graded layer integrated pouring system and its construction method
CN101096860A (en) * 2006-06-30 2008-01-02 台湾浆造工业有限公司 Laminated corrugated wall plate beam surrounding construction method

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
张彦等: "玻璃纤维网格布在外墙外保温中的应用", 《建筑科技》 *
杨蕊亲: "网格布和界面剂在外墙抹灰工程中的应用", 《科技情报开发与经济》 *

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