CN101585205A - Method for producing and mounting moulded concrete anaglyph unit plate - Google Patents

Method for producing and mounting moulded concrete anaglyph unit plate Download PDF

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Publication number
CN101585205A
CN101585205A CNA200910064816XA CN200910064816A CN101585205A CN 101585205 A CN101585205 A CN 101585205A CN A200910064816X A CNA200910064816X A CN A200910064816XA CN 200910064816 A CN200910064816 A CN 200910064816A CN 101585205 A CN101585205 A CN 101585205A
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unit
concrete
embossment
crossbeam
construction
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CN101585205B (en
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秦太宏
陈松华
郭健萍
李水才
宋广明
郭永良
郭强
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HENAN TAIHONG HOUSE BUILDING CO Ltd
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HENAN TAIHONG HOUSE BUILDING CO Ltd
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Abstract

The invention discloses a method for producing and mounting a moulded concrete anaglyph unit plate, the production method thereof comprises the steps of: layout-resolving a unit relief body, manufacturing a unit gypsum convex pattern plate, coating demoulding wax, pouring concrete to manufacture a concave pattern plate, coating silica gel on the concave pattern plate to form a silica gel isolation layer, manufacturing a steel frame mesh, fixing a preembedded piece and a hoisting hook and pouring fine aggregate concrete to manufacture the moulded concrete anaglyph unit plate. The mounting method thereof comprises the steps of: measuring layout, processing and mounting post-embedded parts on upper and lower beams of building, completing the mounting of connecting pieces, steel posts and beams, mounting a fixed concrete anaglyph unit plate on a metallic framework, driving in sealant and using fluorocarbon paint to realize spray painting on outer surface. Using the method of the invention leads to small overall investment, fast effect of construction and greatly reduced project cost, the invention has tremendous economical benefit and popularization prospect, and the decoration project completed by the invention has magnificent shape, exquisite decoration, strict structure and sophisticated manufacture.

Description

Moulded concrete anaglyph unit plate is produced and installation method
One, technical field:
The present invention relates to the building decoration field, particularly a kind of moulded concrete anaglyph unit plate production and installation method.
Two, background technology:
At present, a large amount of theme class buildings are in order to highlight theme, build the special culture atmosphere, often adopt a large amount of decorative means in design, wherein exterior wall employing large tracts of land bossage curtain wall is a kind of main means, and this large tracts of land bossage curtain wall construction difficulty is big, complex process, long in time limit, construction costs is high, is the difficult point in the building decoration engineering.Stone embossed, all piecemeal making in advance of artificial stone's embossment, each unit independently makes, and amalgamation is embedded on the wall face, the expense height, cost is big, long construction period; Using the concrete for making embossment is site operation, and labour intensity is big, and working environment is more abominable, and form cost is used high, the integrated engineering long construction period, and operating expenses is high.
The patent No. is the patent of invention " method for making cement reliefs groups on building " of ZL96115104.8, a kind of building cement relief construction method is proposed, method step is earlier embossment to be resolved into a plurality of parts, make mould by every part body then, the bar line is partly made mould and is undercuted bar line prototype with Korean pine timber, utilize bar line prototype fiber reinforced plastic mold, utilize mould to turn over system bar line parts, with cement slurry bar line parts bonding on metope, seeing through bar line parts with percussion drill holes on metope, in the hole, clog cement slurry, and hammer into the reinforcing bar pin and fix; Make relief die white clay sculpture embossment floriation prototype; brushing is not several all over releasing agent when chamotte mould parches; treat the dried back brushing of releasing agent Silastic paste four times; make flexible resilient rubber internal mold and flexible resilient rubber module; after to be formed; paste the fiberglass cover die thereon; have air chamber between internal mold and cover die, utilize the fiberglass cover die to turn over system relief flower trim, insert is fixedly the time on metope; on metope, hole; in the hole, clog cement slurry, hammer into reinforcing bar, with the steel bar end welding that leans out on the steel bar end at embossment floriation back and the metope; each several part embossment parts are installed in building exterior wall face and are spliced into whole embossment group, make color protective layer.This method has solved building cement relief construction problem preferably, but this method can't be produced the embossment unit in batches, the cost of manufacture height; The embossment unit is installed must be attached on the outer body of wall, and embossment body member specification is subjected to bigger restriction, and it is little, in light weight to make area, and how resolving cell prolongs construction period virtually; Each unit is installed and is handled through leakproof, antiseepage, and the weatherability of engineering is poor, is applied in a word to have in the large tracts of land bossage curtain wall construction that cost cost height, complex process, long construction period, antiseepage weatherability are poor, the problem of decorative effect difference.
Three, summary of the invention:
The technical problem to be solved in the present invention is: solve large area concrete decorative curtain wall construction difficult problem, overcome weak point of the prior art, provide that a kind of construction costs is low, technology is simple, the concrete anaglyph unit plate production and the installation method of short construction period, antiseepage good weatherability, good decorating effect.
Technical scheme of the present invention is:
A kind of moulded concrete anaglyph unit plate production method, comprise that the embossed designs pattern is by the setting-out of actual design size, embossing pattern five equilibrium after the setting-out or not five equilibrium resolve into a certain number of unit embossment body, make unit gypsum convex template by each unit embossment body size engraving, and on unit gypsum template even brushing demoulding wax layer, around unit gypsum relief convex template, install template, to weld steel framework reinforcing bar sheet and place gypsum relief convex template surface, unit certain altitude, build pea gravel concreten and maintenance and make unit concrete embossment concave template, it is the unit caster, even brushing silica gel repeatedly on unit concrete embossment concave template forms the silica gel separation layer; Around the unit caster that is provided with the silica gel separation layer, install template, to weld the steel framework reinforced mesh and place master mold top certain altitude, by designing requirement fixing metal built-in fitting and Lift hook, build the pea gravel concreten maintenance finish after the demoulding, make moulded concrete anaglyph unit plate.
The decomposition principle of unit embossment is: consider the relative integrality of local embossing pattern, the local pattern that repeats in whole embossing pattern; Unit embossment body size is unsuitable excessive overweight, be convenient to operation, lifting, carrying, and edge abnormity local unit embossment body is independently cut apart.
After gypsum convex embossment cell cube engraving is finished, use clean soft cloth, as cotton, atoleine evenly is applied in sculpture surface with rotation mode, after 15~30 minutes, will wax the surface wiping to light with clean-cloth, and leave standstill more than 1 hour; After the unit concrete embossment die demoulding, embossment die surface is repaired, be coated with brush glazing, form smooth units concrete embossment die, external coating multilayer silica gel at described smooth units concrete embossment die, between layer of silica gel, solidify one deck mould cloth, form the silica gel release layer, thickness is 3~5mm, after unit concrete decoration plate with relief sculpture is built and is finished, be no less than 7 days watering maintenance, treating that concrete strength reaches at 50% o'clock can the demoulding, and relief surface is carried out the surface with cement mortar and smeared polishing after the demoulding.
A kind of moulded concrete embossment cell board installation method comprises:
A, with reference to the column and the girder space distance of the size design of moulded concrete embossment cell board fixed installation metallic framework, make every module unit plate surrounding just by solid near two root posts and two crossbeam center lines, column and crossbeam position should be complementary with the built-in fitting position at each cell board back side simultaneously;
B, by designing requirement, at the top building crossbeam that metallic framework is installed and building bottom on the crossbeam, determine the benefit embedded part installation metallic plate particular location of fixing every root post by the setting-out routing, and the fixing embedded part of mending of fastener is adopted in punching, mending weld clip gripping member vertical columns on the buried plate, between adjacent two root posts, finish the cell board steel skeleton by the affixed crossbeam of designing requirement and make, perhaps imbed pre-embedded bolt in the position of fixing every root post during crossbeam bottom building top building crossbeam and building;
The order that C, all moulded concrete embossment unit decorative panels that will installation in place are installed by hoisted in position tries assembly unit, determine errorless back numbering, behind hoisted in position, the welding of cell board four angle points is fixing, inspection with regard to bit error qualified after, it is fixed to add solid welding, and cell board back side built-in fitting is fixing with position column and the crossbeam welding that is complementary;
The seam that reaches between D, each unit decorative panel between edge cells decorative panel and the adjacent surface decorative panel will be carried out waterproof, antiseep processing perfusion fluid sealant, and cushioning expanded plastic material layer at the bottom of the injecting glue slot keeps off gummed paper in the two sides stickup of injecting glue seam.
The column of metallic framework and crossbeam, benefit embedded part connecting bolt adopt preservative treatment, and the crab-bolt that tightens up of mending embedded part adopts chemical anchor bolts, and fluid sealant adopts silicon copper seal gum.
After all molded embossed decorating unit plate installs, patterned surfaces rubbish, greasy dirt to relief surface are cleared up, guarantee surfacing, smooth, carry out the flat putty construction, every module unit plate from top to bottom, the from left to right smooth putty of scraping one time, one-time-reach-place does not steadily stop midway, and putty solidifies polishing after 4 hours, carry out the second road Puttying construction again, step is the same; The bottom closing paint construction, with the short wool roller embossing pattern surface is arrived in the priming paint roller coating, do not have to hang stream, no holiday, treat the priming paint drying after, adopt thin plucking roller roller coating elastic coating, requirement decorative pattern unanimity is carried out the construction of elastic fluorocarbon intermediate layer paint after to be dried, and construction of elastic fluorocarbon metallic paint and self-clean type elastic fluorocarbon finishing varnish construction method are the same, require the enamelled coating roller coating even, consistency of thickness.
The invention has the beneficial effects as follows:
1, construction costs significantly reduces, remarkable in economical benefits.Construct according to concrete decoration plate with relief sculpture of the present invention production and installation method, save a large amount of construction materials, overall investment is little, the construction instant effect is compared with the cast-in-place method of large tracts of land embossment decorative pattern, has saved dedicated templates and plank sheathing installs expense, adopt the inventive method deutomerite to economize template nearly 95%, significantly reduced the dedicated templates expense, only one of dedicated templates expense is saved 5,720,000 yuan, and construction costs declines to a great extent; 36 days reductions of erection time planned the reduction of erection time 30%, saved the about 280,000 yuan of joints of labour cost and descended 20% than budget; Construction equipment and construction material are common in the architectural engineering, commonly used, need not special equipment and raw material, have significantly reduced equipment and material cost, and the inventive method remarkable in economical benefits has huge economic benefit and promotion prospect.
2, construction technology is simple, improves efficiency of construction.This method is produced, anaglyph unit plate is installed, and construction technology is simple, and technology maturity height, cell board can streamline productions, improved production efficiency greatly; Technological process is simple, and it is little that difficulty is implemented in operation, and general experienced operator can finish; Cell board production, installation can be carried out as required synchronously, greatly the reduction of erection time.
3, job specfication, antiseep, good weatherability.The rigorous standard of this method, each link, main member all carry out waterproof, anticorrosion, antirust processing in the construction, improve the weatherability of whole engineering greatly.
4, good decorating effect.According to the embossment decorative pattern concrete decorative curtain wall engineering that the inventive method is finished, the cell board streamline is produced, and makes standard, steady quality; The ripe standard of mounting technique, amalgamation is tight, the concrete surface free from flaw, concrete compaction is clean and tidy, and surface layer is smooth; The decorative pattern lifelike image, of a tightly knit structure, pattern is exquisite, the whole imposing manner of decorative curtain wall is extensive, decorative pattern is exquisite, of a tightly knit structurely, perfect in workmanship reach designing requirement fully.
Four, description of drawings:
Fig. 1 implements schematic diagram for the inventive method square frame;
Fig. 2 faces one of embossment structure schematic diagram for moulded concrete anaglyph unit plate;
Fig. 3 is an A-A sectional structure schematic diagram;
Fig. 4 faces two of embossment structure schematic diagram for moulded concrete anaglyph unit plate;
Fig. 5 is a B-B sectional structure schematic diagram;
Fig. 6 is the concrete anaglyph unit plate scheme of installation;
Five, the specific embodiment:
The invention process is applied in the construction project in certain museum, and large area concrete embossment decorative pattern decorative curtain wall is adopted in the outer eaves swash plate design of building in this project, the construction height height, and gradient is big, and first floor setting height(from bottom) reaches 15.7m, the about 5200m of integral construction area 2
Referring to Fig. 1-Fig. 5,1-1-concrete embossment decorative pattern decorating unit plate 1 among Fig. 2,1-2 concrete embossment decorative pattern decorating unit plate 2,2-Lift hook, 3-embedded board, 4-concrete, 5-angle iron frame.
At first carry out the production of moulded concrete anaglyph unit plate, on CAD software, carry out setting-out according to the decorative curtain wall design size, consider the relative integrality of local embossing pattern, and the local pattern that in whole embossing pattern, repeats, cutting unit embossment body size is unsuitable excessive overweight, be convenient to principles such as operation, lifting, carrying five equilibrium is carried out in setting-out, form unified standard masterplate type.With cell board 1-1,1-2 is an example, and at first in conjunction with CAD setting-out size production standard gypsum version, the space of a whole page that was undertaken 1: 1 by design pattern is arranged then, carries out convex embossment decorative pattern engraving again, thereby forms unit gypsum convex template.Even brushing demoulding wax layer equably is applied in gypsum template surface with rotation mode with atoleine with clean cotton on unit gypsum template, after 15 minutes, will wax the surface wiping to light with clean-cloth, and leave standstill 1 and a half hours; Around unit gypsum relief convex template, install template, to weld steel framework reinforcing bar sheet and place gypsum relief convex template surface, unit certain altitude (stay and establish protective layer 40mm), build pea gravel concreten and maintenance and make unit concrete embossment concave template, it is the unit caster, after the unit concrete embossment die demoulding, embossment die surface is repaired, be coated with brush glazing, form smooth units concrete embossment die; For making the matrix template can repeatedly have enough to meet the need use, use layer of silica gel as separation layer, even brushing silica gel repeatedly on unit concrete embossment concave template, three layers of each layer thickness of brushing are 1mm in this enforcement, last layer solidifies one deck under the brushing of back in brushing silica gel process, solidify one deck mould cloth between layer of silica gel, finally form the silica gel release layer, thickness is 4mm; According to setting-out size welding angle iron frame 5, the angle steel specification is 63 * 63 * 5, and the spot welding diameter is the reinforced mesh of 8mm in steel framework, around the unit caster that is provided with the silica gel separation layer, install template, to weld the steel framework reinforced mesh and place master mold top certain altitude, require to carry out concreting according to design thickness 130mm, and in concrete set aside pre-embedded fixing metal built-in fitting 3 and Lift hook 2, after concreting finishes, carry out 7 days watering maintenance, treat that concrete strength reaches the demoulding in 50% o'clock, and carry out the surface with cement mortar and smear modification, make moulded concrete anaglyph unit plate 1-1 and 1-2, as Fig. 2-shown in Figure 5.When needs are made decorative pattern, measure-alike concrete anaglyph unit plate, do not need production unit caster again, repetition brushing silica gel on the unit caster forms the silica gel separation layer, make the steel framework reinforced mesh, build the demoulding, steps such as maintenance, promptly can be made into decorative pattern, measure-alike concrete anaglyph unit plate, repeatedly repeat and to produce in batches.
During concrete embossment cell board is made the back or made, begin to carry out the installation of concrete embossment cell board.Referring to Fig. 6,1-1-concrete embossment cell board 1,1-2-concrete embossment cell board 2,6-mends embedded part anchor slab, 7-crab-bolt, 8-fastening bolt, 9-holder, 10-column, 11-crossbeam, end floor beam on the 12-building, end floor beam under the 13-building.
At first, fixedly mount the column 10 and crossbeam 11 spacing distances of metallic framework with reference to the size design of moulded concrete embossment cell board, make every module unit plate surrounding just by solid near two root posts and two crossbeam center lines, column and crossbeam position should be complementary with embedded board 3 positions at each cell board back side simultaneously; By designing requirement, at the top building crossbeam 12 that metallic framework is installed and building bottom on the crossbeam 13, determine benefit embedded part anchor slab 6 particular locations of fixing every root post by the setting-out routing, and the fixing embedded part of mending of fastener is adopted in punching, mend embedded part and adopt the Q235B anchor slab, the crab-bolt 8 that tightens up of mending embedded part can be pre-buried or mend and bury chemical anchor bolts, holder 9 is weldingly fixed on to be mended on the embedded part 6, column 10 is fixed on the holder 9 by fastening bolt 8, between adjacent two root posts, finish the cell board steel skeleton by the affixed crossbeam of designing requirement and make; To the column 10 of metallic framework and crossbeam 11, mend parts preservative treatments such as embedded part 6, connecting bolt 8.The order that all moulded concrete embossment unit decorative panels that will installation in place are installed by hoisted in position tries assembly unit, finish errorless back numbering, lift by crane with the mode that hoist engine promotes, truck crane is auxiliary during installation, behind hoisted in position, cell board four angle points are weldingly fixed on column and the crossbeam, inspection with regard to bit error qualified after, it is fixed to add solid welding, and cell board back side built-in fitting is fixing with position column and the crossbeam welding that is complementary; Seal then, the seam that reaches between each unit decorative panel between edge cells decorative panel and the adjacent surface decorative panel is carried out waterproof, antiseep processing perfusion fluid sealant, fluid sealant is selected silicon copper seal gum for use, cushioning expanded plastic material layer at the bottom of the injecting glue slot, paste the retaining gummed paper in injecting glue seam two sides, squeeze into fluid sealant.After all molded embossed decorating unit plate installations, sealing finish, patterned surfaces rubbish, greasy dirt to relief surface are cleared up, guarantee surfacing, smooth, carry out the flat putty construction, every module unit plate from top to bottom, the from left to right smooth putty of scraping one time, one-time-reach-place does not steadily stop midway, and putty solidifies polishing after 4 hours, carry out the second road Puttying construction again, step is the same; Then carry out the bottom closing paint construction, with the short wool roller embossing pattern surface is arrived in the priming paint roller coating, do not have to hang stream, no holiday, treat the priming paint drying after, adopt thin plucking roller roller coating elastic coating, requirement decorative pattern unanimity is carried out the construction of elastic fluorocarbon intermediate layer paint after to be dried, and construction of elastic fluorocarbon metallic paint and self-clean type elastic fluorocarbon finishing varnish construction method are the same, require the enamelled coating roller coating even, consistency of thickness.
Use method of the present invention to construct, save a large amount of construction materials, overall investment is little, the construction instant effect, decoration plate with relief sculpture production can streamline production, has improved production efficiency greatly, compares with the cast-in-place method of large tracts of land embossment decorative pattern in the former design, save dedicated templates and plank sheathing installs expense, adopted the inventive method deutomerite to economize the nearly 5180m of template 2, one of dedicated templates expense is saved 5,720,000 yuan; 36 days reductions of erection time, save about 280,000 yuan of labour cost; Technological process of the present invention is simple, and it is little that difficulty is implemented in operation, and general experienced operator can finish; Relate to construction equipment and construction material, be common in the architectural engineering, commonly used, need not special equipment and raw material, significantly reduced equipment and material cost.The present invention has huge economic benefit and promotion prospect for construction unit has saved very considerable cost.The embossment decorative pattern concrete decorative curtain wall engineering of using the inventive method to finish, imposing manner is extensive, decorative pattern is exquisite, of a tightly knit structurely, perfect in workmanship reached designing requirement fully.

Claims (6)

1, a kind of moulded concrete anaglyph unit plate production method, it is characterized in that: comprise that the embossed designs pattern is by the setting-out of actual design size, embossing pattern five equilibrium after the setting-out or not five equilibrium resolve into a certain number of unit embossment body, make unit gypsum convex template by each unit embossment body size engraving, and on unit gypsum template even brushing demoulding wax layer, around unit gypsum relief convex template, install template, to weld steel framework reinforcing bar sheet and place gypsum relief convex template surface, unit certain altitude, build pea gravel concreten and maintenance and make unit concrete embossment concave template, it is the unit caster, even brushing silica gel repeatedly on unit concrete embossment concave template forms the silica gel separation layer; Around the unit caster that is provided with the silica gel separation layer, install template, to weld the steel framework reinforced mesh and place master mold top certain altitude, by designing requirement fixing metal built-in fitting and Lift hook, build the pea gravel concreten maintenance finish after the demoulding, make moulded concrete anaglyph unit plate.
2, cell board production method according to claim 1, it is characterized in that: the decomposition principle of unit embossment is: consider the relative integrality of local embossing pattern, the local pattern that repeats in whole embossing pattern; Unit embossment body size is unsuitable excessive overweight, be convenient to operation, lifting, carrying, and edge abnormity local unit embossment body is independently cut apart.
3, cell board production method according to claim 1 and 2, it is characterized in that: after gypsum convex embossment cell cube engraving is finished, use clean soft cloth, as cotton, with rotation mode atoleine evenly is applied in sculpture surface, after 15~30 minutes, will wax the surface wiping to light with clean-cloth, and leave standstill more than 1 hour; After the unit concrete embossment die demoulding, embossment die surface is repaired, be coated with brush glazing, form smooth units concrete embossment die, external coating multilayer silica gel at described smooth units concrete embossment die, between layer of silica gel, solidify one deck mould cloth, form the silica gel release layer, thickness is 3~5mm, after unit concrete decoration plate with relief sculpture is built and is finished, be no less than 7 days watering maintenance, treating that concrete strength reaches at 50% o'clock can the demoulding, and relief surface is carried out the surface with cement mortar and smeared polishing after the demoulding.
4, a kind of moulded concrete embossment cell board installation method is characterized in that:
A, with reference to the column and the girder space distance of the size design of moulded concrete embossment cell board fixed installation metallic framework, make every module unit plate surrounding just by solid near two root posts and two crossbeam center lines, column and crossbeam position should be complementary with the built-in fitting position at each cell board back side simultaneously;
B, by designing requirement, at the top building crossbeam that metallic framework is installed and building bottom on the crossbeam, determine the benefit embedded part installation metallic plate particular location of fixing every root post by the setting-out routing, and the fixing embedded part of mending of fastener is adopted in punching, mending weld clip gripping member vertical columns on the buried plate, between adjacent two root posts, finish the cell board steel skeleton by the affixed crossbeam of designing requirement and make, perhaps imbed pre-embedded bolt in the position of fixing every root post during crossbeam bottom building top building crossbeam and building;
The order that C, all moulded concrete embossment unit decorative panels that will installation in place are installed by hoisted in position tries assembly unit, determine errorless back numbering, behind hoisted in position, the welding of cell board four angle points is fixing, inspection with regard to bit error qualified after, it is fixed to add solid welding, and cell board back side built-in fitting is fixing with position column and the crossbeam welding that is complementary;
The seam that reaches between D, each unit decorative panel between edge cells decorative panel and the adjacent surface decorative panel will be carried out waterproof, antiseep processing perfusion fluid sealant, and cushioning expanded plastic material layer at the bottom of the injecting glue slot keeps off gummed paper in the two sides stickup of injecting glue seam.
5, installation method according to claim 4 is characterized in that: the column of metallic framework and crossbeam, benefit embedded part connecting bolt adopt preservative treatment, and the crab-bolt that tightens up of mending embedded part adopts chemical anchor bolts, and fluid sealant adopts silicon copper seal gum.
6, according to claim 4 or 5 described installation methods, it is characterized in that: after all molded embossed decorating unit plate installs, patterned surfaces rubbish, the greasy dirt of relief surface are cleared up, guaranteed surfacing, smooth, carry out the flat putty construction, every module unit plate is from left to right smoothly scraped putty, one-time-reach-place one time from top to bottom, steadily do not stop midway, putty solidifies polishing after 4 hours, carries out the second road Puttying construction again, and step is the same; The bottom closing paint construction, with the short wool roller embossing pattern surface is arrived in the priming paint roller coating, do not have to hang stream, no holiday, treat the priming paint drying after, adopt thin plucking roller roller coating elastic coating, requirement decorative pattern unanimity is carried out the construction of elastic fluorocarbon intermediate layer paint after to be dried, and construction of elastic fluorocarbon metallic paint and self-clean type elastic fluorocarbon finishing varnish construction method are the same, require the enamelled coating roller coating even, consistency of thickness.
CN200910064816XA 2009-05-07 2009-05-07 Method for producing and mounting moulded concrete anaglyph unit plate Expired - Fee Related CN101585205B (en)

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