CN1264775A - High-speed building technology by permanent pattern plates, predecoration, self solidification and silkworm-like advance - Google Patents

High-speed building technology by permanent pattern plates, predecoration, self solidification and silkworm-like advance Download PDF

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Publication number
CN1264775A
CN1264775A CN 99124677 CN99124677A CN1264775A CN 1264775 A CN1264775 A CN 1264775A CN 99124677 CN99124677 CN 99124677 CN 99124677 A CN99124677 A CN 99124677A CN 1264775 A CN1264775 A CN 1264775A
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China
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plate
admittedly
terrace
plate body
certainly
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陈艺通
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Individual
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Priority to CN 99124677 priority Critical patent/CN1264775A/en
Publication of CN1264775A publication Critical patent/CN1264775A/en
Priority to PCT/CN2000/000735 priority patent/WO2001048327A1/en
Priority to AU23428/01A priority patent/AU2342801A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00Methods or apparatus specially adapted for erecting or assembling bridges
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D1/00Bridges in general
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84Walls made by casting, pouring, or tamping in situ
    • E04B2/86Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8635Walls made by casting, pouring, or tamping in situ made in permanent forms with ties attached to the inner faces of the forms

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Finishing Walls (AREA)

Abstract

A high-speed building technology without scaffolding, temporary shutterings and plastering decoration features that the building material including concrete or decorative materials are used to make self-fixed slabs, which are permanently fixed to building and can replace traditional temporary shutterings and bracks, the decorative surface is arranged on the self-fixed slabs in advance, and the reinforcing bars of said slabs and the temporary diagonal bars are used to support and fix the self-fixed slabs. Its advantages are no need of large mechanical equipment, high quality and beautiful appearance of building.

Description

The pre-decorations of mould advance the fast construction technology from consolidating silkworm forever
The present invention is a kind of brand-new building method, particularly relates to the building method of concrete structure.Building method as buildings such as building, bridge, tunnel, dykes and dams, cement platform chairs.
At present, the building method of existing building, bridge, tunnel, dykes and dams, cement platform chair or the like building generally uses temporary formwork such as plank or steel plate and supports built dress mould to build admittedly.As build a building, the firstth, need to become the base wall with mortar walling with fragment of brick earlier, need criticize the ash bottoming then again, also need whitewash or paste at last to adorn to fit up just to accuse and finish, and back two procedures can't be constructed simultaneously, decoration construction from top to bottom after part above needing is built up needs to wait for a lot of times that construction speed is very slow; The secondth, build needs such as post, beam, terrace and put up frame with template such as wood or steel and support earlier and install mould, just can roll reinforcing bar and concreting then, and need wait until after the hardening of concrete could form removal, fits up again afterwards, very consuming time, consumptive material and labor intensive.There is following shortcoming in they:
1. need to use consumptive materials such as the temporary formwork a large amount of, support, framework with loss.
2. waste a large amount of bamboo and woods, mould, material such as steel.
3. need to use a large amount of fragments of brick, destroy land resources.
4. need to carry out later stage form removal and hard finishing operations such as batch ash, subsides decorations.
5. building operations is long in time limit, serious waste human and material resources and time.
6. the object of building high large span is very difficult.
7. building costs is big, cost is high.
8. serious environment pollution.
9. do not bring into play the support force effect of reinforcing bar.Do not have prestressing force, do not bring into play the forceful action of drawing of reinforcing bar to greatest extent.
10. use inferior materials and turn out substandard goods easily, hidden danger causes the accident.
The objective of the invention is to design a kind of brand-new building method of creation, it is a kind of mould, decorations, Gu, the pre-decorations of the mould forever that settles at one go of building unification advance the fast construction method from consolidating silkworm, overcome existing needs fully and take the shortcoming of traditional building method such as the construction method of interim mould bases and Qin brick and Han tile construction method, cast off once and for all and cause the serious temporary frame work template support of waste and fragment of brick and batch ash in the traditional architecture method, paste decorations and wait material and operation, for silkworm advances the formula building, there is not great machinery can build the object of high large span yet, reduce building costs and building difficulty fully and effectively, improve building speed, the building method of quality and outward appearance level.
Technical scheme of the present invention is:
The pre-decorations of mould advance the fast construction technology from silkworm admittedly and comprise that pre-decorations of mould forever are from plate 1 admittedly, the pre-decorations of mould advance fast construction method 3 from the manufacture method 2 of plate admittedly and the pre-decorations of Yong Mo from silkworm admittedly forever forever.
1, the pre-decorations of mould are a kind of plate bodys of making of constructional materials itself from consolidating plate 1 forever, it is the part of building, dual-use function with template and decoration is the template and the decorative panel of the never demoulding of a kind of permanent set on the building body, forms by plate body 1.1 with from fixing apparatus 1.2.It is characterized in that: plate body 1.1 itself is prefabricated the forming of material itself with buildings, as steel concrete, various decoration materials etc., promptly becomes the part of building behind the dress mould; Plate body one side wherein is for the face of connecting firmly is reverse side (or claim the back side or inner face), be provided with fixed plate body when being used to adorn mould from fixing apparatus 1.2; The another side of plate body comprises that the limit face is decorative cover 1.3 promptly positive (or claiming facing or outside), and decorative cover 1.3 is divided into facing forms such as compound facing 1.3.1 and bare facing 1.3.2 again.
1.1, plate body has sizing plate body 1.1.1 by the material branch, as concrete plate body 1.1.1.1, slag or flyash plate body 1.1.1.2 etc., with the concrete compound plate body 1.1.2 of overlay on various decoration materials, and the pure plate body of itself making with various decoration materials, as the plate body of ceramic laminate body 1.1.3, natural or artificial stone's plate body 1.1.4, glass plate body 1.1.5, various unlike materials such as timber plate body 1.1.6, plastic cement plate body 1.1.7; Wall is arranged from plate 1.1.8 admittedly from solid plate by the purposes branch, window frame, doorframe and door leaf be from plate 1.1.9 admittedly, and post, beam be from plate 1.1.10 admittedly, and terrace is from plate 1.1.11 admittedly, and platform, chair be from plate 1.1.12 admittedly, and dykes and dams are from the plate admittedly certainly of various uses such as plate 1.1.13 admittedly.
1.1.1, the sizing plate body is by filled make a kind of from plate body admittedly, as concrete, slag or flyash etc. of sizing.
1.1.1.1, the concrete plate body is to build the concrete plate body that forms by concrete, reinforcing bar etc.
1.1.1.2, slag or flyash plate body be to be a kind of plate body that the filler compacting forms with slag or flyash.
1.1.2, compound be on plate bodys such as ceramic laminate body, glass plate body, natural and man-made stone plate body, to repave a kind of high-strength complex unification body compound of building one deck steel concrete and connecting firmly device from plate admittedly from plate body admittedly.Should be a kind of being suitable for to produce thin body thin material greatly from consolidating plate body in the factory normalization commercialization earlier from consolidating plate, conveniently to transport and to be transported to the construction plant, thicken with overlay steel concrete at the construction field (site) again and be enhanced to the species complex that meets instructions for use from plate admittedly.As shown in Figure 1.
1.1.3, ceramic laminate body be with ceramic materials make a kind of from plate body admittedly.
1.1.4, natural or artificial stone plate's plate body be with lithotome or artificial imitated stone material make a kind of from plate body admittedly.
1.1.5, glass plate body be with glass material make a kind of from plate body admittedly.
1.1.6, the timber plate body be with wood materials make a kind of from plate body admittedly.
1.1.7, the plastic cement plate body be with plastic material make a kind of from plate body admittedly.
1.1.8, wall is from the plate admittedly certainly that plate admittedly is that a kind of specification is less and reinforcing bar is less, generally gets length=60-90, and is wide=30-50, thick about 3-4 (cm).
1.1.9, window frame, doorframe and door leaf be the plate admittedly certainly that is used for door, window part from plate admittedly, its specification size and shape and facing fibrous root wait definite according to doorframe, window frame, door leaf.
1.1.10, post, beam be the partly plate admittedly certainly of usefulness of post, beam from plate admittedly, its concrete specification size and shape and facing fibrous root are next prefabricated according to the concrete shape and the specification of post, beam.
1.1.11, terrace is the plate admittedly certainly that is used for building floor, bridge plate etc. from plate admittedly, its specification decide according to the concrete grammar of the method that binds, electrothermal prestressing to consolidate plate certainly then less, generally get length=50-90, wide=30-60, thick about 3-4 (cm); The die method admittedly plate is then big and reinforcing bar is closeer certainly, connect firmly a little also morely, generally get length=150-250, wide=30-60, thick about 3-4 (cm).
1.1.12, platform, chair be the plate admittedly certainly that is used to make platform Zhuo, chair special use from plate admittedly, its specification size and shape designs and varieties etc. are decided according to the requirement of platform, chair.Its form of connecting firmly is used gong silk formula or integral type more.Gong silk formula is that the pin and the main body of platform, chair is fixing with the gong silk; Integral type is meant that the pin of platform, chair and plate face formed by integrally casting form, and are non-dismountable formula.
1.1.13, dykes and dams are a kind of thicker thicker plates admittedly certainly from plate admittedly.
1.2, be a kind ofly to be provided with or to cement on the plate body from fixing apparatus, when installing, be used for fixing from a kind of device of plate admittedly from plate admittedly, comprise structured sort 1.2.1, form 1.2.2 and fixing means 1.2.3 be set.Wherein, structured sort is meant the frame mode from fixing apparatus, has: the multiple frame modes that connect firmly such as branch formula 1.2.1.1 (as reinforcement bar), gong silk formula 1.2.1.2, eyelet formula 1.2.1.3, gib head formula 1.2.1.4, mosaic 1.2.1.5, viscose glue formula 1.2.1.6; The form of setting is meant from the placement form of fixing apparatus on plate body have 2 kinds, is respectively protruding dew formula 1.2.2.1 peace dew formula 1.2.2.2; Fixing means is meant by the method from the fixing apparatus fixed plate body, has: welding 1.2.3.1, strapping 1.2.3.2, gong silk method 1.2.3.3, various fixed methods such as gluing method 1.2.3.4, chimeric method 1.2.3.5.
1.2.1.1, the branch formula is that an end of branch (as reinforcement bar) has crotch or imbeds in the plate body bendingly or collude with or be welded on the reinforcing bar in the plate body from fixing apparatus, the other end then is exposed to plate body outer (protruding dew formula), when the dress mould, utilization is colluded bundle or is welded the branch that is exposed to outside the plate body and fixes from a kind of fastening devices of consolidating plate; Or all there is crotch at the two ends of branch (as reinforcement bar) or imbeds in the plate body bendingly or collude with or be welded on the reinforcing bar in the plate body, the middle-end of branch then is exposed in the plane of plate body (Ping Lushi), at dress during mould, then use branch to collude in addition to prick or welding flat reveal or claim to bury dews, the heavy branch that is exposed in the plate body fixes from a kind of fastening devices of consolidating plate.
1.2.1.2, gong silk formula is that an end of gong silk is imbedded in the plate body or is welded on the reinforcing bar in the plate body from fixing apparatus, the other end then is exposed to outside the plate body.When the dress mould, the supporting device (as gong mother, joint etc.) of the gong silk on utilization and the plate body fixes from a kind of fastening devices of consolidating plate.
1.2.1.3, the eyelet formula is provided with eyelet in fixing apparatus is plate body.When the dress mould, the supporting device (as bolt rod, expansion post etc.) of the eyelet on utilization and the plate body fixes from a kind of fastening devices of consolidating plate;
1.2.1.4, the gib head formula is that plate body is provided with gib head from fixing apparatus.When the dress mould, the supporting device (as the collar, joint etc.) of the gib head on utilization and the plate body fixes from a kind of fastening devices of consolidating plate.
1.2.1.5, mosaic is that plate body is provided with chimeric head or embeded slot from fixing apparatus.At dress during mould, utilize with plate body on chimeric and the device that coincide (as recessed chimeric or tuck pointing is closed, swallow-tail form etc.) fix from a kind of fastening devices of plate admittedly.
1.2.1.6, the viscose glue formula is that plate body is provided with gluing position from fixing apparatus.When the dress mould, the supporting device (as branch, rod etc.) in the gluing position on utilization and the plate body comes adhesion splicing or hot melt adhesive connection to fix certainly a kind of fastening devices of plate admittedly.
1.2.2.1, protruding dew formula is the outside that plate body is protruded at the position that connects firmly from fixing apparatus.The protruding plate body that exposes of one end is arranged outward as connecting firmly part as embedding reinforcement bar or gong bolt; Or the reinforcing bar of burying underground has as the protruding plate body face that exposes of ring ear shape reinforcing bar part that connects firmly usefulness; Or plate body itself has chimeric protrusion or the like.
1.2.2.2, Ping Lushi be from fixing apparatus connect firmly that the position is not protruding exposes outside the plate body, only be exposed in the plane of plate body.The position that connects firmly as embedding reinforcement bar exposes on the plane that is not higher than plate body, or embedding gong mother is submerged in the plane of plate body.In addition, connect for convenience, also be provided with pit on the plate body at position connecting firmly.
1.2.3.1, welding is at dress during mould, will be with welding methods such as electric welding or melten gel welderings from consolidating a kind of fixing means that plate is fixed.
1.2.3.2, strapping is at dress during mould, will carry out a kind of fixing means that colligation is fixed from plate admittedly with binding methods such as iron wire or cotton ropes.
1.2.3.3, gong silk method is to be connected and fixed from a kind of fixing means of plate admittedly with the gong silk.
1.2.3.4, gluing method is to fix from a kind of fixing means of plate admittedly at the place of connecting firmly coating or melting welding viscose glue.This method has need not be provided with on plate admittedly and connects firmly thing, need only reserve and connect firmly the advantage that the position gets final product.
1.2.3.5, chimeric method is to make chimeric shape loose joint (as dovetail) and fix from a kind of fixing means of plate admittedly connecting firmly the position.
1.3.1, compound facing is to preset on decorative cover and the coherent ornament materials of plate body, as ceramic tile, mosaic, marble, glass, plastic cement etc.;
1.3.2, bare facing is to preset some lines, coating even have only simple plane or true qualities etc. from body on the decorative cover;
2, the pre-decorations of mould comprise coagulation local method and mould 2.1 thereof, china-clay method 2.2, glass method 2.3, plastic cement method 2.4, natural or artificial stone's method 2.5, mixing method 2.6, timber method 2.7, slag or multiple method for prefabricating such as flyash method and mould 2.8 thereof from board fabrication method admittedly forever.When prefabricated fibrous root according to architectural object determine the material of the material of plate body and shape specification size, facing and pattern, from type of fixing apparatus etc.
2.1, coagulation local method and mould thereof divide again and paste decorations coagulation local method and mould 2.1.1, light decorations coagulation local method and several method for prefabricating such as mould 2.1.2, bare coagulation local method and mould 2.1.3 thereof thereof.
2.1.1, paste decorations coagulation local method and mould is: 1 is making in the mould of plate admittedly, and reverse side is placed ornament materials in advance on face that needs are decorated and limit, as ceramic tile, ceramics, mosaic, glass plate, marble slab, plastic plate etc.; 2 put the plate body reinforcing bar well and connect firmly device in mould, as reinforcement bar, gong silk etc.; 3 water concrete and mix real floating, note simultaneously making connect firmly the position connect firmly device such as cleanings such as reinforcement bar, gong silk expose out; 4 treat that concrete is a collapsible die after receiving slurry, need not wait until just form removal after the dried fully solid sclerosis.If from the plate face of plate admittedly is the plane, and then its mould is that a kind of limit mould of simple removable activity does not need face mould, can be easily on the level land or on the platform or in the stacked construction on the plate face admittedly certainly of same specification.The limit mould can be mixed movable anchor clamps, blade-rotating, latch etc. with angle steel, batten, iron plate etc. and be made; If from the plate face of consolidating plate is not the plane, then also to increase face mould.It is simple that this law has a mould, good decorating effect, the advantage of easy construction on the spot.
2.1.2, light decorations coagulation local method and mould thereof be: 1 requires to make face mould according to the light decorations, as requires the face mould that then need be manufactured with lines or pattern of lines or pattern.2 put the plate body reinforcing bar well and connect firmly reinforcing bar in mould.3 water concrete and mix real floatingly, note making the reinforcing bar cleaning that connects firmly the position to expose out simultaneously.This law mould and manufacture craft are had relatively high expectations, and are fit to use machine-building.
2.1.3, bare coagulation local method and mould thereof be basic with to paste decorations coagulation local method and mould thereof identical, different is that bare coagulation local method does not have the decorations of subsides part, is to replace pasting the subsides exterior material of adoring in the coagulation local method with paper or cloth etc. as antiseized isolated material to construct.
2.2, china-clay method is the plate of similarly making with ceramic materials with ceramic tile, glazed tile etc. admittedly certainly.This law is fit to the big production of industrialization commercialization, and facing is beautiful attractive in appearance durable, but matter is crisp frangible.
2.3, glass method is a kind of plate of manufacturing with glass material admittedly certainly.Be suitable for the building of extra-high-speed level finishing.
2.4, the plastic cement method is a kind of plate made from plastic material admittedly certainly.Be suitable for the building of superelevation level finishing.
2.5, natural or artificial stone's method is a kind of plate of manufacturing with lithotome or artificial stone admittedly certainly.As marble, marble or the like.Be suitable for the building of more senior finishing.
2.6, mixing method is earlier to produce thin body from plate body admittedly with methods such as china-clay method, glass method, plastic cement method, natural or artificial stone's methods respectively in factory, and then adding a kind of method that needs the secondary thickening to strengthen making of watering steel concrete on the plate admittedly certainly at the construction field (site).It integrates the advantage of the whole bag of tricks, connects firmly device with convenient transportation, increase plate body intensity and convenient the setting.This law is fit to the big production of heavy industrialization commercialization standardization from plate admittedly, has better beautiful, the secondary attractive in appearance of facing and makes easier and do not need the advantage in mould and special place, and it is more simple and direct, conveniently especially to make platform, chair, door, window.
2.7, the timber method is a kind of plate of making of timber admittedly certainly that decorative cover is arranged, the one side of its decoration or through polish, scrape, embossing, engraving, paint etc.This kind is suitable for indoor pre-decorations from consolidating plate, as smallpox, interior wall etc.
2.8, slag or flyash method and mould thereof be a kind of plate admittedly certainly that forms through mechanical compaction as filler with slag or flyash.
3, forever the pre-decorations of mould from silkworm admittedly advance that the fast construction method comprises the method for building a wall 3.1, builds post method 3.2, the method for setting a roof beam in place 3.3, method 3.4 binds.The method of building a wall appropriate architecture wall; Build post method appropriate architecture pillar and bridge pier; The method of setting a roof beam in place is suitable for building crossbeam and strides arch; The method of binding is suitable for making transverse slat, terrace and bridge plate etc.
3.1, the method for building a wall is a kind of elder generation with wall from the plate oneself is fixedly connected admittedly, again with concreting bonding strengthen firm a kind of without fragment of brick and again row batch ash, whitewash or paste the wall masonry method that settles at one go of building and fit up unification by laying bricks or stones that decorations etc. are fitted up firmly, as shown in Figure 2.Its step comprises that wall is from placement methods 3.1.1, the wall of plate pollute method 3.1.4 from the self-Fixed setting 3.1.2, the body of wall casting method 3.1.3 that consolidate plate, anti-side seam spillage admittedly.
3.1.1, wall on the placement methods of solid plate is basis at positive wall, the width of press body of wall in two sidelines of body of wall, decorative cover (front) outwards, connect firmly face (back side or claim reverse side) upcountry opposition place wall and consolidate plate certainly, as accompanying drawing 2 1..Wherein, two neighbouring certainly admittedly plate and two opposites certainly admittedly plate can be over against formula, also can be that half formula or the like mode that staggers is placed.
3.1.2, wall from the self-Fixed setting of plate admittedly be with opposite certainly admittedly plate and adjacent in twos certainly admittedly plate use branch at inner face (connecting firmly face), 3. 4. 5. preliminary fixedly connected as accompanying drawing 2, make it to have certain strength of stability, can stand to water concrete pressure of tamping and vibration and a kind of method of phenomenons such as displacement can not occur being out of shape, comprise branch 3.1.2.1, branch placement methods 3.1.2.2 and branch and with certainly admittedly plate connect firmly the connection method 3.1.2.3 at place.
3.1.2.1, branch has 2 kinds of metal species and non-metal kinds, metal species as reinforcement bar, little iron bar etc.; Non-metal kind as chimeric of bamboo batten, plastic strip, concrete or the like.
3.1.2.2, the branch placement methods comprises over against (laterally and vertical or vertically) placement methods 3.1.2.2.1 with tiltedly to (oblique) intersection placement methods 3.1.2.2.2; Over against placement methods 3.1.2.2.1 is that branch connects firmly the place at the relative and adjacent in twos plate of consolidating certainly, places with the most straight the shortest distance to connect; Tiltedly to intersect placement methods 3.1.2.2.2 is branch in twos relative and adjacent certainly admittedly plate connect firmly the place, connect tiltedly the form of intersecting is placed, following to last a, left side to the right side, upper left to the bottom right etc.
3.1.2.3, branch and with certainly admittedly the connection method at the plate place of connecting firmly divide welded type (same 1.2.3.1) as accompanying drawing 2 2., binding-type (same 1.2.3.2), gong silk formula (same 1.2.3.3) as accompanying drawing 8 2. 3., adhesive type (same 1.2.3.4), mosaic (same 1.2.3.5).
3.1.3, the body of wall casting method is to fix one deck or which floor promptly fills a kind of method of fluid concrete after from plate oneself admittedly when wall.If body of wall does not finish building and also needs to continue to build by laying bricks or stones, then do not water and fill up, last layer will reserve 1/3rd, make this layer connect firmly the position and expose from the top of plate admittedly, in order to avoid influence follow-up from the solid certainly of plate admittedly with install.In filling placing of concrete, can suitably fill fillers such as keratite or foam, with the cost of reduction body of wall or the performances such as sound-insulating and heat-insulating of weight and raising wall.
3.1.4, anti-side seam spillage pollution method be for prevent cement paste from certainly admittedly the side seam of plate mix a kind of method of polluting facing that spills.Comprise gluing method 3.1.4.1, mortar method 3.1.4.2, adhesive tape method 3.1.4.3, gummed paper method 3.1.4.4.
3.1.4.1, gluing method is to install from Guan County after plate admittedly, before the placing of concrete, closes or whole facing touch side seam is sticking with glue, makes cement paste flow out to a kind of method that the outside is come in side seam.Glue can be PUR, adhesive sticker, also can be the hydrosol, can brush away at an easy rate behind the convenient construction.
3.1.4.2, the mortar method is to close side seam is sticking installing in plate admittedly with mortar, makes cement paste flow out to a kind of method that the outside is come in side seam.Mortar can be building mortars such as cement paste, lime mortar.
3.1.4.3, the adhesive tape method is to install in plate admittedly with the adhesive tape embedding with not ing in side seam, making cement paste flow out to the next a kind of method in outside in side seam.
3.1.4.4, the gummed paper method is to install from Guan County after plate admittedly, before the placing of concrete, closes or whole facing touch side seam is sticking with gummed paper, makes cement paste flow out to a kind of method that the outside is come in side seam.
3.2, to build the post method be to rise on the basis of post, weld or fasten the reinforcing bar of solid cylinder self earlier, be that inner supporting body ground has installed and fixed cylinder from consolidating plate on the cylinder reinforcing bar with the cylinder reinforcing bar then, last concreting again a kind of do not need exterior sheathing and outer support and batch ash pastes the mould, decorations of decorations finishing, solid, the cylinder building law that settles at one go of building unification, as shown in Figure 3.Its step comprises that the constructional device method 3.2.1 of cylinder reinforcing bar, cylinder advance method 3.2.4, anti-side seam spillage pollution method (same 3.1.4) from self-Fixed setting 3.2.2, cylinder casting method 3.2.3, the silkworm of consolidating plate.If post and wall are combination construction, then post and wall will be constructed simultaneously.
3.2.1, the constructional device method of cylinder reinforcing bar is the structure of cylinder reinforcing bar, its main reinforcement not only will have the reinforcement bar weldering of the common circle formula that curves quadrature (laterally) or fasten solid, but also weldering or bundle have the reinforcement bar of skew crossing type (oblique) such as accompanying drawing 3 7. further to gain in strength, and make it to support consolidating plate certainly and watering the tamping concrete of installing and fixing up.
3.2.2, cylinder is earlier 1. cylinder to be consolidated plate such as accompanying drawing 3 certainly from the self-Fixed setting of consolidating plate, decorative cover is outside, connect firmly the position that is placed on the boundary line from bottom to up towards interior, then with reinforcement bar will with connect firmly position cylinder reinforcing bar firm welding the most nearby, so installed and fixed one from then installing and fixing second the 3rd behind the plate admittedly ... with installed and fixed one deck (circle) after install and fix the 3rd layer of the second layer (circle) (circle) again ... and with reinforcement bar further reinforcing is welded in adjacent in twos plate and the cylinder reinforcing bar interconnection of consolidating certainly more simultaneously, 2. 3. 4. 5. as accompanying drawing 3.
3.2.3, the cylinder casting method is to install and fix a kind of method of promptly filling fluid concrete after the oneself has reinforced one deck (circle) or which floor (circle) that reaches when cylinder on the cylinder reinforcing bar from plate admittedly.If cylinder adorn and has not also been needed to continue dress and build, then do not water and fill up, last layer (circle) will reserve 1/3rd, make this layer connect firmly the position and expose from the top of plate admittedly, unlikely influence follow-up from plate admittedly certainly admittedly and installation.
3.2.4, to advance method be that device firm welding part reinforcing bar promptly connects firmly this part from plate admittedly with build this part concrete to silkworm, treat this part concrete curing scleroma after, repeat above-mentioned steps again and build into building method.Be suitable for building height and stride roomy post, beam, terrace etc., as post, beam, bridge, culvert etc.
3.3, the method for setting a roof beam in place is to install and firm welding beam body reinforcing bar on the beam body position earlier, install and fix with reinforcement bar on beam body reinforcing bar then and weld the beam body from plate admittedly, last concreting again a kind of do not need exterior sheathing and outer support and batch ash pastes the mould, decorations of decorations finishing, solid, the beam body building law that settles at one go of building unification.This method has from prestressed advantage, can give full play to action of steel bars.Its step comprises that the structure of beam body reinforcing bar is installed method (same 3.2.1), the beam body pollutes method (same 3.1.4) from the self-Fixed setting (same 3.2.2) of consolidating plate, beam body casting method (same 3.2.3), anti-side seam spillage.The concrete job practices of the method for setting a roof beam in place is divided into Completion Techniques 3.3.1, a silkworm again and advances method (same 3.2.4), interim tiltedly daraf(reciprocal of farad) 3.3.2.
3.3.1, Completion Techniques is earlier beam body reinforcing bar to be welded in advance admittedly, makes it to have after certain rigidity again that rack is located on the beam body position, then the beam body connected firmly on this beam body reinforcing bar from plate admittedly, builds concrete at last.This method is suitable for the little less beam body of span.
3.3.2, interim tiltedly daraf(reciprocal of farad) is to the especially big beam of span or the unsettled place of reinforcing bar of terrace, interim welding or one of colligation or severally pull out external brace bar, as ribs such as reinforcing bar or iron wires, supporting force with increase beam body reinforcing bar in early stage and terrace reinforcing bar, prevent the beam body reinforcing bar and the tenesmus of terrace reinforcing bar of overhanging portion, wait to connect firmly and install after the hardening of concrete of consolidating plate and building, and reach security insurance to bulk strength and just cut a kind of temporary fixed building law of strengthening from body that removes interim brace when reliable, shown in accompanying drawing 4,5,6.Brace draw strong mode as suspension bridge, be on a fixed point, to erect one to support temporarily, from interim support such as accompanying drawing 4 3., 5 3., 6 4. top pull out solid support muscle 3.3.2.1 and brace 3.3.2.2 downwards.
3.3.2.1, to support muscle admittedly be a kind of brace that is used to draw solid support itself of pulling out on interim the support, the one client link is in interim support, the other end is bound up on the fixed point, as accompanying drawing 4 5., 5 4., 6 5. shown in.
3.3.2.2, brace is a kind of brace of the beam body reinforcing bar at unsettled place and terrace steel mesh reinforcement being drawn solid tension, the one client link is on interim the support, the other end is bound up on the appropriate point of the beam body reinforcing bar at unsettled place or terrace steel mesh reinforcement, as accompanying drawing 4 4., 5 5., 6 6. 7. shown in.
3.4, the method for binding be without exterior sheathing and support outward and batch ash smear the end a kind of mould, decorations, solid, build the terrace spreading method that settles at one go of unification.Have electrothermal prestressing 3.4.1 and two kinds of implementation methods of die method 3.4.2.
3.4.1, electrothermal prestressing is after earlier the tension of terrace steel mesh reinforcement and weldering being fastened solid nothing and returning loose phenomenon, again with terrace from plate facing admittedly down, the face that connects firmly up connects firmly in the bottom of terrace steel mesh reinforcement, repave at last and build the concrete a kind of terrace spreading method of one deck.Its method step comprises that the weldering hypodesmus 3.4.1.2 of peripheral reserved steel bar method 3.4.1.1, the prestressed, reinforced net of terrace, interim tiltedly daraf(reciprocal of farad) (same 3.3.2), terrace are from self-Fixed setting 3.4.1.3, terrace spreading method 3.4.1.4, the anti-side seam spillage of plate pollute method (same 3.1.4) admittedly.Electrothermal prestressing is suitable for wall, beam is less and stride empty big terrace.
3.4.1.1, peripheral reserved steel bar method is two opposite sides on the wall of terrace periphery and two opposite sides above the beam, reserve the steel bar end that equates with the arrangement pitches of terrace steel mesh reinforcement, fastening as the terrace reinforcing bar, and the protruding ridge has been built in the centre of both sides reinforcing bar, so that energy hovering certain height behind the reinforcing bar reflexed on both sides, be convenient to the device terrace, as shown in Figure 2.Note, terrace periphery described here, be not meant whole terrace ragged edge around, and be meant district that each need be arranged as independent steel mesh reinforcement around.Like this, a little terrace then may have only a simple surrounding, a big terrace then has many two two-phases week district on limit altogether, as building is to distinguish in a week with main wall and big room mostly then, the terrace of a big building then just is divided into to be distinguished in many weeks, just need reserve many steel bar ends on the limit in many all districts and on the beam of centre.
3.4.1.2, the weldering hypodesmus of the prestressed, reinforced net of terrace is to satisfy one a kind of on the steel bar end of peripheral opposite side pricked in each bar reinforcing bar tension weldering of terrace steel mesh reinforcement to have the cloth muscle method of answering pulling force in advance.Concrete grammar is an end of each bar reinforcing bar of steel mesh reinforcement to be fastened with the corresponding steel bar end weldering of arbitrary peripheral offside to consolidate earlier, strain with the steel bar end of corresponding peripheral offside with turnbuckle at the other end of reinforcement bar then, fasten solid with being about to the weldering of reinforcement bar and steel bar end, so carrying out the tension weldering of next bar reinforcing bar again pricks, until each the bar reinforcing bar on the terrace steel mesh reinforcement is all strained weldering fasten solid till, afterwards, again each online intersection point weldering bundle is linked up the unlikely pine that returns.In order to increase the intensity of the prestressed, reinforced net of terrace, can on every diagonal angle of net bottom, increase the prestress steel rib, become the prestressed reinforcement net that the intersection diagonal bar is arranged.
3.4.1.3, terrace from plate admittedly do not have Fixed setting that additional template supports be the terrace prestressed reinforcement on the net fixedly terrace from a kind of method of plate admittedly.Its concrete steps are to adorn one by one from periphery earlier, install to the center round and round by rows, and it is smooth that pavcilion is faced.Its concrete grammar is with terrace from the facing of consolidating plate down, the face that connects firmly up is placed on the upper thread position, sky of prestressed net bottom, to connect firmly the position with the bar dowel bar then is connected weldering and fastens solid with prestressed net, so satisfying piece ground will fixedly mount to central authorities from periphery from consolidating plate, simultaneously will be in twos adjacent certainly admittedly plate connect with short distance ground with the bar dowel bar again and weld bundle and get up, until whole terrace is installed and fixed finish and facing smooth till.
3.4.1.4, the terrace spreading method is to install and fix firmly to repave behind plate admittedly to build the concrete terrace building method of one deck.Specific requirement is that the best making of distinguishing in each week of terrace finishes, not the gradation making.
3.4.2, the die method be earlier with terrace from plate facing admittedly down, connect firmly towards be tiled in lastly beam, wall top above and put firmly and the ornamenting face of leveling up, laying weldering bundle terrace steel mesh reinforcement on the plate admittedly certainly, repave at last and build the concrete a kind of terrace spreading method of one deck again.Its method step comprises that cloth beam method 3.4.2.1, hard terrace are from installation method 3.4.2.2, the weldering hypodesmus 3.4.2.3 of terrace steel mesh reinforcement, interim tiltedly daraf(reciprocal of farad) (same 3.3.2), terrace spreading method (same 3.4.1.4), the anti-side seam spillage of plate pollute method (same 3.1.4) admittedly.The die method needs relatively large plate admittedly certainly, and needs more crossbeam.
3.4.2.1, cloth beam method is that the location gap of beam will meet hard terrace from the placement requirement of plate admittedly, make hard terrace from plate admittedly just across between the Liang Yuliang or between beam and the wall.The center distance of generally getting Liang Yuliang or beam and wall is about 2.1 meters.So the beam of this method is more closeer.
3.4.2.2, hard terrace from the installation method of plate admittedly be with hard terrace from plate facing admittedly down, the face that connects firmly is up across on beam and wall Shang Heliang and beam, consolidating the position that the two ends of plate are pressed on beam or the wall certainly is 5-10 centimetre.
3.4.2.3, the weldering hypodesmus of terrace steel mesh reinforcement be at the good hard terrace of discharging behind plate admittedly, again certainly admittedly on the plate weldering prick one deck steel mesh reinforcement.Steel mesh reinforcement arrange with the steel mesh reinforcement that welds bundle method and common external schema arrange and to roll method the same; Also can become and have prestressed terrace steel mesh reinforcement, increase the intensity of terrace with turnbuckle with tension of every reinforcing bar and weldering or fasten admittedly.
Principle of the present invention is: 1, a kind ofly can permanent set have template and decorate and the plate admittedly certainly of building effect admittedly on the building body with concrete or various building materials and decoration materials are prefabricated, thereby can cancel support of temporary frame work template and fragment of brick.2, utilize that adding spreads concrete make on decoration materials mould decorations one certainly admittedly plate or concrete be provided with facing or directly make from plate admittedly from plate itself admittedly of decoration materials, thereby save batch ash, paste hard finishing operations such as decorations.3, utilize inner reinforcing bar to support and fix from plate admittedly, the supporting role of performance reinforcing bar and draw and make usefulness, thus need not interim support and framework comes solid model, realize certainly admittedly and silkworm advances formula and builds from pre-stress type.
Advantage of the present invention is:
Compared with prior art, the present invention has:
1, the pre-decorations of mould advance the formula building from consolidating silkworm forever, save a large amount of interim exterior sheathing, framework and consumptive material.
2, mould decorations one is save fragment of brick and batch ash, pastes material such as decorations and is fitted up operation firmly, thoroughly abandons
The Qin brick and Han tile construction method.
3, settle at one go, build by laying bricks or stones and finishing settles at one go, what build by laying bricks or stones promptly equal what have been fitted up, or
The person turns around, what has been fitted up just can what build by laying bricks or stones.Save the time, reduced cost.
4, inner reinforcing bar solid model, the support of performance reinforcing bar and draw and make usefulness is saved a large amount of interim outer
Support, framework, frame and consumptive material.
5, have from prestressing force, give full play to drawing of reinforcing bar and pretend usefulness.Particularly terrace and frame beam these
Bear the part of cross-section power, more need and the construction of easier realization prestressing force.
6, silkworm advances the formula building, does not have great machinery or special machine also can build the building of large span.
7, realize the big production of standardization industrialization commercialization easily.
8, realize the artistic type building easily, as sculptured wall, polymorphic structure building or the like.
9, can significantly reduce building costs and building difficulty, shorten the building time, raising building speed,
Work efficiency, quality and outward appearance level.Compare building costs with equal quality with the outward appearance level
With difficulty reduce approximately 1/3rd to half about, the building time shortens 2/3rds approximately, builds
Build speed and work efficiency improves about half approximately.
Representative embodiment of the present invention has 3 kind 4 big class, is respectively: the 1st kind, the pre-decorations of mould are from consolidating plate forever.The 2nd kind, make the pre-method and the mould thereof of plate admittedly adornd certainly of mould forever.The 3rd kind, the pre-decorations of mould advance the fast construction method from consolidating silkworm forever, comprising: 3.1, building constructions class; 3.2, the bridge construction class; 3.3, the tunnel builds class; 3.4, the tea table tables and chairs make class.Respectively lift an example description below.
1, the pre-decorations of mould are consolidated plate certainly forever.Present embodiment certainly admittedly plate be many a kind of compound in plate admittedly from plate admittedly, and be many compound a kind of in plate admittedly.Shown in accompanying drawing 1a-d.It is characterized in that 2. 1. and from fixing apparatus this be made of plate body from consolidating plate.3. plate body by being that 4. ceramic tile or glazed tile and reinforcing bar are made with concrete is 5. compound, and 6. the one side of plate body is front or decorative cover, is the porcelain facing of ceramic tile or the glaze of glazed tile.As required, 7. whole limits face of plate body or part limit face also can be porcelain facing or glaze; 8. the another side of plate body is the back side or connects firmly face that its surface is for coarse concrete surface or be printed on the matsurface that glues line.Connect firmly that device has 4 or 6 to connect firmly device 2. on the face, these connect firmly device or stretch out in 2. a of the outer reinforcement bar of plate body, or a bit of flat 2. b1 of reinforcement bar that is exposed in the plate body plane is arranged, or there is a bit of arch to be exposed to 2. b2 of reinforcement bar in the plate body plane, and the heavy 2. c of gong mother that is exposed in the plate body plane, or stretch out 2. d of the outer gong silk of body plate, or a facet is printed on the facet of rough line.
For the ease of welding, the reinforcement bar 2. flat dew part place of b1 can be provided with pit.
In order to strengthen the intensity that connects firmly device, connecting firmly the part of device in plate body will link to each other with the reinforcing bar in the plate body.
2, make the pre-method and the mould thereof of plate admittedly adornd certainly of mould forever.Present embodiment certainly admittedly the manufacture method of plate and mould thereof be multiple from plate admittedly manufacture method and mould in a kind of, be and paste decorations coagulation local method and mould thereof.It is characterized in that: 1 is making in the mould of plate admittedly, and reverse side is placed ornament materials in advance on face that needs are decorated and limit, as ceramic tile, ceramics, mosaic, glass plate, marble slab, plastic plate etc.; 2 put the plate body reinforcing bar well and connect firmly device in mould, as reinforcement bar, gong silk etc.; 3 water concrete and mix real floating, note simultaneously making connect firmly the position connect firmly device such as cleanings such as reinforcement bar, gong silk expose out; 4 treat that concrete is a collapsible die after receiving slurry, need not wait until just form removal after the dried fully solid sclerosis.If from the plate face of plate admittedly is the plane, and then its mould is that a kind of limit mould of simple removable activity does not need face mould, can be easily on the level land or on the platform or in the stacked construction on the plate face admittedly certainly of same specification.The limit mould can be mixed movable anchor clamps, blade-rotating, latch etc. with angle steel, batten, iron plate etc. and be made; If from the plate face of consolidating plate is not the plane, then also to increase face mould.It is simple that this law has a mould, good decorating effect, the advantage of easy construction on the spot.
3, the pre-decorations of mould advance the fast construction method from consolidating silkworm forever.
3.1, the building constructions example.After ground being risen, as shown in Figure 2 and build post method 3.2 and play positive wall and pillar and doorframe and window frame, stair etc. as shown in Figure 3 with regard to the method for building a wall 3.1 in available the building law with traditional method.When wall and post play the height of enough one decks, with regard to the method for setting a roof beam in place in available the building law 3.3 and the method 3.4 that binds, interim tiltedly daraf(reciprocal of farad) 3.3.2 building crossbeam and terrace such as shown in accompanying drawing 4,5.Thus and thus the another floor of first floor ground is up built.
The building of building with this building law, if certainly admittedly the facing of plate be ceramic, then the entire building room will be the bright and beautiful beautiful novel building of hard of clean U.S. as the porcelain inside and outside, and its cost is just with half of equal matter U.S. of conventional method building! If the facing of plate is sculptured admittedly certainly, then can be rich in art and graceful and grand effect; If body of wall is consolidated plate and terrace certainly, and plate, cylinder are consolidated the unified standard of plate formulation certainly from consolidating plate or the like admittedly certainly, unified specification, make it to have good cooperation and installation easily, be suitable for carrying out industrialization, commercialization, the big production of standardization in factory in advance, it will be faster shorter then building speed and time, quality can be higher, and cost is lower.
3.2, the bridge construction example.Bridge pier is exactly a kind of big pillar in fact, therefore after accomplishing fluently the basis of bridge pier with traditional method, build bridge pier with regard to post method of building in available the building law such as accompanying drawing 3, promptly to weld the reinforcing bar of bridge pier earlier, make it to have certain intensity and supporting force, weldering is pasted bridge pier from consolidating plate on the bridge pier reinforcing bar then, and real concrete is mixed in pouring afterwards, the another circle layer upon layer of a circle like this ground is up built, till building the height that requires.Bridge pier can be nude in this law or light decorations from plate admittedly from plate admittedly, also can be more beautiful subsides decorations or mixes from plate admittedly.Build up behind the bridge pier with regard to the method for setting a roof beam in place in available this law, the method that binds, silkworm advance method, interim tiltedly daraf(reciprocal of farad), electrothermal prestressing or the like method building is striden beam and bridge floor, as shown in Figure 6.Like this, also can build the bridge of large span by silkworm even without big machinery and special machine with advancing.
3.3, the tunnel builds example.When excavating the tunnel, use this building law, can dig into be welded arch reinforcing bar and plate admittedly certainly, and meanwhile accomplish to excavate to be welded to build with hardening and construct, as shown in Figure 7.Owing to excavate and fix that to build that sclerosis waits be successively to carry out, therefore can avoid phenomenons such as landslide, seepage preferably, overcome traditional outer dress mould casting method, need with a large amount of support frames, the mounting or dismounting mould and build with the whole process of hardening in, have a strong impact on and excavate construction, thus greatly accelerating construction progress and quality and reduce cost significantly.
3.4, the tea table tables and chairs make example.Use this law making tea table and desk not only very simple, and very firm, beautiful, wear-resisting, heatproof, durable and with low cost, convenient transportation.Usually, furniture such as making tea table desk should adopt mixing method and gong silk formula in this law to connect firmly method, as shown in Figure 8.Be to place suitable reinforcing bar earlier as the ceramic wafer (monoblock or polylith are arranged) of desktop or the reverse side on the facing plates such as glass plate, slabstone in size, on the appropriate location of reinforcing bar, be welded with the gong silk or the gong mother that are used to connect firmly the platform pin, the layer overlay concrete is as the deck plate of tea table desk then, and the gong in the plate body of noting not making dirty female or expose plate body outer connect firmly the gong silk.The platform pin is to place a reinforcing bar in the middle of using blank pipes such as porcelain tube, glass tube, stainless steel tube earlier, and one of reinforcing bar is welded with gong mother or gong silk, fills concrete then and note not clogging and besmirching gong mother or gong silk in blank pipe.During installation,, goes up on the platform pin that will make as long as tightening the gong silk or the gong mother that are fixed on platen.
The drawing explanation:
Accompanying drawing 1A-D is from the enforcement illustration of consolidating plate.In accompanying drawing 1A-D, 1. be from consolidating plate; 2. a is that protruding dew formula reinforcement bar connects firmly device; 2. b is that the Ping Lushi reinforcement bar connects firmly device; 2. c is that heavy dew formula gong parent form connects firmly device; 2. d is that protruding dew formula gong silk type connects firmly device; 3. be dalle, as ceramic tile, ceramics etc.; 4. be stiffener; 5. be concrete; 6. be the plate body front; 7. be the limit face; 8. be the back side.
Accompanying drawing 2 is enforcement illustrations of the method for building a wall.In accompanying drawing 2,1. be that wall is from consolidating plate; 2. be to connect firmly pad; 3. be the vertical connection strap of plate body; 4. be the plate body lateral connection bar; 5. be the oblique stiffener of plate body.
Accompanying drawing 3 is enforcement illustrations of building the post method.In accompanying drawing 3,1. be that cylinder is from consolidating plate; 2. be that cylinder is from consolidating the plate pad; 3. be that cylinder is from consolidating the vertical connection strap of plate; 4. be that cylinder connects firmly joint from consolidating plate; 5. be the cylinder main reinforcement; 6. be cylinder transverse reinforcement circle; 7. be the oblique reinforcing rib of cylinder.
Accompanying drawing 4 is the interim tiltedly daraf(reciprocal of farad) building enforcement illustrations of setting a roof beam in place.In accompanying drawing 4,1. be body of wall; 2. be beam body reinforcing bar; 3. be interim support; 4. be brace; 5. be solid support muscle.
Accompanying drawing 5 is that the terrace method that binds is built the enforcement illustration.In accompanying drawing 5,1. be body of wall; 2. be the terrace steel mesh reinforcement; 3. be interim support; 4. be solid support muscle; 5. be brace.
Accompanying drawing 6 is enforcement illustrations of bridge construction example.In Fig. 6,1. be bridge pier; 2. be that bridge is from consolidating plate; 3. be bridge reinforcement; 4. be interim support; 5. be solid support muscle; 6. 7. be brace.
Accompanying drawing 7 is enforcement illustrations of tunnel construction example.In Fig. 7,1. be that the tunnel is from consolidating plate; 2. be that the tunnel is from consolidating the plate longitudinal bond strip; 3. be that the tunnel is from consolidating plate tacking joint; 4. be the tunnel reinforcing bar.
Accompanying drawing 8 is tea table tables and chairs embodiment figure.In accompanying drawing 8,1. be that the tea table tables and chairs are from consolidating plate; 2. be that heavy dew formula connects firmly the gong mother; 3. be that the protruding dew formula of foot rest connects firmly the gong silk; 4. be the foot rest reinforcing bar; 5. be the foot rest concrete; 6. be foot rest.
Accompanying drawing 9 is peripheral reserved steel bar method schematic diagrames.In accompanying drawing 9,1. be wall or crossbeam; 2. be the protruding ridge; 3. be one of offside reinforcing bar; 4. be two of offside reinforcing bar.

Claims (10)

1), the pre-decorations of a kind of mould forever advance the fast construction technology from silkworm admittedly, need not materials such as interim support, built, template and fragment of brick; Need not batch ash and paste operations such as decorations; Be easy to the big production of industrialized standard commercialization; No great machinery also can be built the building of height, large span; Super quality and competitive price are attractive in appearance durable; It is characterized in that forever the pre-decorations of mould from silkworm admittedly advance the fast construction technology by certainly admittedly the pre-decorations of plate 1 and Yong Mo advance fast construction method 3 from silkworm admittedly and constitute, the first utilize the material (as concrete and decoration materials and slag and flyash etc.) of buildings itself make a kind of can permanent set plate 1 admittedly certainly on building, replace temporary formwork and fragment of brick; It two is admittedly to preset facing 1.3 on the plate certainly, to save batch ash, to paste hard finishing operations such as decorations; The 3rd, utilize from body reinforcing bar and interim brace and support and fix certainly plate and beam body admittedly, thereby save support;
2), according to claim 1) the pre-decorations of described mould forever advance the fast construction technology from silkworm admittedly, it is characterized in that:
From solid plate 1 is a kind of plate body of making of constructional materials itself, is the part of building, has the dual-use function of template and decoration, is the template and the decorative panel of the never demoulding of a kind of permanent set on the building body, forms by plate body 1.1 with from fixing apparatus 1.2; It is characterized in that: plate body 1.1 itself is prefabricated the forming of material itself with buildings, as steel concrete, various decoration materials etc., promptly becomes the part of building behind the dress mould; Plate body one side wherein is for the face of connecting firmly is reverse side (or claim the back side or inner face), be provided with fixed plate body when being used to adorn mould from fixing apparatus 1.2; The another side of plate body comprises that the limit face is decorative cover 1.3 promptly positive (or claiming facing or outside), and decorative cover 1.3 is divided into facing forms such as compound facing 1.3.1 and bare facing 1.3.2 again;
3), according to claim 2) the pre-decorations of described mould forever advance the fast construction technology from silkworm admittedly, it is characterized in that:
Plate body 1.1 has sizing plate body 1.1.1 by the material branch, as concrete plate body 1.1.1.1, slag or flyash plate body 1.1.1.2 etc., with the concrete compound plate body 1.1.2 of overlay on various decoration materials, and the pure plate body of itself making with various decoration materials, as the plate body of ceramic laminate body 1.1.3, natural or artificial stone's plate body 1.1.4, glass plate body 1.1.5, various unlike materials such as timber plate body 1.1.6, plastic cement plate body 1.1.7; Wall is arranged from plate 1.1.8 admittedly by the purposes branch, window frame, doorframe and door leaf be from plate 1.1.9 admittedly, and post, beam be from plate 1.1.10 admittedly, and terrace is from plate 1.1.11 admittedly, and platform, chair be from plate 1.1.12 admittedly, and dykes and dams are from the plate admittedly certainly of various uses such as plate 1.1.13 admittedly;
4), according to claim 3) the pre-decorations of described mould forever advance the fast construction technology from silkworm admittedly, it is characterized in that:
Sizing plate body 1.1.1 is by filled make a kind of from consolidating plate body, as concrete, slag or flyash etc. of sizing;
Concrete plate body 1.1.1.1 builds the concrete plate body that forms by concrete, reinforcing bar etc.;
Slag or flyash plate body 1.1.1.2 are to be a kind of plate body that filler compacting forms with slag or flyash;
Compound is repave a kind of high-strength complex unification body of building one deck steel concrete on plate bodys such as ceramic laminate body, glass plate body, natural and man-made stone plate body compound from plate body admittedly from plate 1.1.2 admittedly; Should be a kind of being suitable for to produce thin body thin material greatly from consolidating plate body in the factory normalization commercialization earlier from consolidating plate, conveniently to transport and to be transported to the construction plant, thicken with overlay steel concrete at the construction field (site) again and be enhanced to the species complex that meets instructions for use from plate admittedly;
Ceramic laminate body 1.1.3 is a kind of plate body of consolidating certainly made from ceramic materials;
Natural or artificial stone plate's plate body 1.1.4 is a kind of plate body of consolidating certainly made from lithotome or artificial imitated stone material;
Glass plate body 1.1.5 is a kind of plate body of consolidating certainly made from glass material;
Timber plate body 1.1.6 is a kind of plate body of consolidating certainly made from wood materials;
Plastic cement plate body 1.1.7 is a kind of plate body of consolidating certainly made from plastic material;
Wall is generally got length=60-90 from the plate admittedly certainly that plate 1.1.8 admittedly is that a kind of specification is less and reinforcing bar is less, and is wide=30-50, thick about 3-4 (cm);
Window frame, doorframe and door leaf are the plates admittedly certainly that is used for door, window part from plate 1.1.9 admittedly, and its specification size and shape and facing fibrous root wait definite according to doorframe, window frame, door leaf;
Post, beam are the partly plates admittedly certainly of usefulness of post, beam from plate 1.1.10 admittedly, and its concrete specification size and shape and facing fibrous root are next prefabricated according to the concrete shape and the specification of post, beam;
Terrace is the plate admittedly certainly that is used for building floor, bridge plate etc. from plate 1.1.11 admittedly, and its specification decide according to the concrete grammar of the method that binds, electrothermal prestressing to consolidate plate certainly then less, generally get length=50-90, wide=30-60, thick about 3-4 (cm); The die method admittedly plate is then big and reinforcing bar is closeer certainly, connect firmly a little also morely, generally get length=150-250, wide=30-60, thick about 3-4 (cm);
Platform, chair are the plates admittedly certainly that is used to make platform Zhuo, chair special use from plate 1.1.12 admittedly, and its specification size and shape designs and varieties etc. are decided according to the requirement of platform, chair, and its form of connecting firmly is used gong silk formula or integral type more; Gong silk formula is that the pin and the main body of platform, chair is fixing with the gong silk; Integral type is meant that the pin of platform, chair and plate face formed by integrally casting form, and are non-dismountable formula;
Dykes and dams are a kind of thicker thicker plates admittedly certainly from plate 1.1.13 admittedly;
5), according to claim 2) the pre-decorations of described mould forever advance the fast construction technology from silkworm admittedly, it is characterized in that:
From fixing apparatus 1.2 are a kind of being arranged on the plate body, are installing when consolidating plate, are used for fixing from a kind of device of consolidating plate, comprise structured sort 1.2.1, form 1.2.2 and fixing means 1.2.3 are set; Wherein, structured sort is meant the frame mode from fixing apparatus, has: the multiple frame modes that connect firmly such as branch formula 1.2.1.1 (as reinforcement bar), gong silk formula 1.2.1.2, eyelet formula 1.2.1.3, gib head formula 1.2.1.4, mosaic 1.2.1.5, viscose glue formula 1.2.1.6; The form of setting is meant from the placement form of fixing apparatus on plate body have 2 kinds, is respectively protruding dew formula 1.2.2.1 peace dew formula 1.2.2.2; Fixing means is meant by the method from the fixing apparatus fixed plate body, has: welding 1.2.3.1, strapping 1.2.3.2, gong silk method 1.2.3.3, various fixed methods such as gluing method 1.2.3.4, chimeric method 1.2.3.5;
6), according to claim 5) the pre-decorations of described mould forever advance the fast construction technology from silkworm admittedly, it is characterized in that:
The branch formula is that an end of branch (as reinforcement bar) has crotch or imbeds in the plate body bendingly or collude with or be welded on the reinforcing bar in the plate body from fixing apparatus 1.2.1.1, the other end then is exposed to plate body outer (protruding dew formula), when the dress mould, utilization is colluded bundle or is welded the branch that is exposed to outside the plate body and fixes from a kind of fastening devices of consolidating plate; Or all there is crotch at the two ends of branch (as reinforcement bar) or imbeds in the plate body bendingly or collude with or be welded on the reinforcing bar in the plate body, the middle-end of branch then is exposed in the plane of plate body (Ping Lushi), at dress during mould, then use branch to collude in addition to prick or welding flat reveal or claim to bury dews, the heavy branch that is exposed in the plate body fixes from a kind of fastening devices of consolidating plate;
Gong silk formula is that an end of gong silk is imbedded in the plate body or is welded on the reinforcing bar in the plate body from fixing apparatus 1.2.1.2, the other end then is exposed to outside the plate body, when the dress mould, the supporting device (as gong mother, joint etc.) of the gong silk on utilization and the plate body fixes from a kind of fastening devices of consolidating plate;
The eyelet formula is to be provided with eyelet in the plate body from fixing apparatus 1.2.1.3, and when the dress mould, the supporting device (as bolt rod, expansion post etc.) of the eyelet on utilization and the plate body fixes from a kind of fastening devices of consolidating plate;
The gib head formula is that plate body is provided with gib head from fixing apparatus 1.2.1.4, and when the dress mould, the supporting device (as the collar, joint etc.) of the gib head on utilization and the plate body fixes from a kind of fastening devices of consolidating plate;
Mosaic is that plate body is provided with chimeric head or embeded slot from fixing apparatus 1.2.1.5, when the dress mould, utilize with plate body on chimeric and the device that coincide (as recessed chimeric or tuck pointing is closed, swallow-tail form etc.) fix from a kind of fastening devices of plate admittedly;
The viscose glue formula is that plate body is provided with gluing position from fixing apparatus 1.2.1.6, and when the dress mould, the supporting device (as branch, rod etc.) in the gluing position on utilization and the plate body comes adhesion splicing or hot melt adhesive connection to fix certainly a kind of fastening devices of plate admittedly;
Protruding dew formula 1.2.2.1 connects firmly external of position protruding plate from fixing apparatus; The protruding plate body that exposes of one end is arranged outward as connecting firmly part as embedding reinforcement bar or gong bolt; Or the reinforcing bar of burying underground has as the protruding plate body face that exposes of ring ear shape reinforcing bar part that connects firmly usefulness; Or plate body itself has chimeric protrusion or the like;
Ping Lushi 1.2.2.2 be from fixing apparatus connect firmly that the position is not protruding exposes outside the plate body, only be exposed in the plane of plate body; The position that connects firmly as embedding reinforcement bar exposes on the plane that is not higher than plate body, or embedding gong mother is submerged in the plane of plate body; In addition, connect for convenience, also be provided with pit on the plate body at position connecting firmly;
Welding 1.2.3.1 is when the dress mould, will be from consolidating a kind of fixing means that plate is fixed with welding methods such as electric welding or melten gel welderings;
Strapping 1.2.3.2 is when the dress mould, will carry out the fixing a kind of fixing means of colligation from consolidating plate with binding methods such as iron wire or cotton ropes;
Gong silk method 1.2.3.3 is connected and fixed from a kind of fixing means of consolidating plate with the gong silk;
Gluing method 1.2.3.4 fixes from a kind of fixing means of consolidating plate in the place's of connecting firmly coating or melting welding viscose glue;
Chimeric method 1.2.3.5 makes chimeric shape loose joint (as dovetail) and fixes from a kind of fixing means of plate admittedly connecting firmly the position;
Compound facing 1.3.1 presets on decorative cover and the coherent ornament materials of plate body, as ceramic tile, mosaic, marble, glass, plastic cement etc.;
Nude facing 1.3.2 is from the more prefabricated lines of body, coating even have only simple plane or true qualities etc. on the decorative cover;
7), according to claim 1) the pre-decorations of described mould forever advance the fast construction technology from silkworm admittedly, it is characterized in that:
Forever the pre-decorations of mould from silkworm admittedly advance that fast construction method 3 comprises the method for building a wall 3.1, builds post method 3.2, the method for setting a roof beam in place 3.3, method 3.4 binds; The method of building a wall appropriate architecture wall; Build post method appropriate architecture pillar and bridge pier; The method of setting a roof beam in place is suitable for building crossbeam and strides arch; The method of binding is suitable for making transverse slat, terrace and bridge plate etc.;
The method of building a wall 3.1 is a kind of elder generations with wall from the plate oneself is fixedly connected admittedly, again with the concreting bonding strengthen firm a kind of without fragment of brick and again row batch ash, whitewash or paste the wall masonry method that settles at one go of building and fit up unification by laying bricks or stones that decorations etc. are fitted up firmly; Its step comprises that wall is from placement methods 3.1.1, the wall of plate pollute method 3.1.4 from the self-Fixed setting 3.1.2, the body of wall casting method 3.1.3 that consolidate plate, anti-side seam spillage admittedly;
Building post method 3.2 is to rise on the basis of post, weld or fasten the reinforcing bar of solid cylinder self earlier, be that inner supporting body ground has installed and fixed cylinder from plate admittedly on the cylinder reinforcing bar with the cylinder reinforcing bar then, last concreting again a kind of do not need exterior sheathing and outer support and batch ash pastes the mould, decorations of decorations finishing, solid, the cylinder building law that settles at one go of building unification; Its step comprises that the constructional device method 3.2.1 of cylinder reinforcing bar, cylinder advance method 3.2.4, anti-side seam spillage pollution method (same 3.1.4) from self-Fixed setting 3.2.2, cylinder casting method 3.2.3, the silkworm of consolidating plate; If post and wall are combination construction, then post and wall will be constructed simultaneously;
The method of setting a roof beam in place 3.3 is to install and firm welding beam body reinforcing bar on the beam body position earlier, on beam body reinforcing bar, install and fix then and weld the beam body from plate admittedly with reinforcement bar, last concreting again a kind of do not need exterior sheathing and outer support and batch ash pastes the mould, decorations of decorations finishing, solid, the beam body building law that settles at one go of building unification, have from prestressed advantage, can give full play to action of steel bars; Its step comprises that the structure of beam body reinforcing bar is installed method (same 3.2.1), the beam body pollutes method (same 3.1.4) from the self-Fixed setting (same 3.2.2) of consolidating plate, beam body casting method (same 3.2.3), anti-side seam spillage; The concrete job practices of the method for setting a roof beam in place comprises that again Completion Techniques 3.3.1, a silkworm advance method (same 3.2.4), interim tiltedly daraf(reciprocal of farad) 3.3.2;
The method that binds 3.4 be without exterior sheathing and outer support and batch ash smear the end a kind of mould, decorations, solid, build the terrace spreading method that settles at one go of unification; Comprise electrothermal prestressing 3.4.1 and two kinds of implementation methods of die method 3.4.2;
Wall is on the placement methods 3.1.1 of solid plate is basis at positive wall, the width of pressing body of wall is in two sidelines of body of wall, decorative cover (front) outwards, connect firmly face (back side or claim reverse side) upcountry opposition place wall from plate admittedly, wherein, two neighbouring certainly admittedly plate and two opposites certainly admittedly plate can be over against formula, also can be that half formula or the like mode that staggers is placed;
8), according to claim 7) the pre-decorations of described mould forever advance the fast construction technology from silkworm admittedly, it is characterized in that:
Wall is on the placement methods 3.1.1 of solid plate is basis at positive wall, the width of pressing body of wall is in two sidelines of body of wall, decorative cover (front) outwards, connect firmly face (back side or claim reverse side) upcountry opposition place wall from plate admittedly, wherein, two neighbouring certainly admittedly plate and two opposites certainly admittedly plate can be over against formula, also can be that half formula or the like mode that staggers is placed;
Wall from the self-Fixed setting 3.1.2 of plate admittedly be with opposite plate and the adjacent in twos plate of consolidating certainly tentatively are connected and fixed with branch at inner face (connecting firmly face) admittedly certainly, make it to have certain strength of stability, can stand to water concrete pressure of tamping and vibration and a kind of method of phenomenons such as displacement can not occur being out of shape, comprise branch 3.1.2.1, branch placement methods 3.1.2.2 and branch and with certainly admittedly plate connect firmly the connection method 3.1.2.3 at place;
Body of wall casting method 3.1.3 consolidates a kind of method that the plate oneself fixes one deck or which floor promptly fills fluid concrete after certainly when wall; If body of wall does not finish building and also needs to continue to build by laying bricks or stones, then do not water and fill up, last layer will reserve 1/3rd, make this layer connect firmly the position and expose from the top of plate admittedly, in order to avoid influence follow-up from the solid certainly of plate admittedly with install; In filling placing of concrete, can suitably fill fillers such as keratite or foam, with the cost of reduction body of wall or the performances such as sound-insulating and heat-insulating of weight and raising wall;
Anti-side seam spillage pollute method 3.1.4 be for prevent cement paste from certainly admittedly the side seam of plate mix a kind of method of polluting facing that spills.Comprise gluing method 3.1.4.1, mortar method 3.1.4.2, adhesive tape method 3.1.4.3, gummed paper method 3.1.4.4;
Gluing method 3.1.4.1 is installing from Guan County after plate admittedly, before the placing of concrete, closes or whole facing touch side seam is sticking with glue, makes cement paste flow out to a kind of method that the outside is come in side seam.Glue can be PUR, adhesive sticker, also can be the hydrosol, can brush away at an easy rate behind the convenient construction;
Mortar method 3.1.4.2 closes side seam is sticking installing in plate admittedly with mortar, makes cement paste flow out to a kind of method that the outside is come in side seam.Mortar can be building mortars such as cement paste, lime mortar;
Adhesive tape method 3.1.4.3 is installing from using the adhesive tape embedding not in side seam in the plate admittedly, makes cement paste flow out to a kind of method that the outside is come in side seam;
Gummed paper method 3.1.4.4 is installing from Guan County after plate admittedly, before the placing of concrete, closes or whole facing touch side seam is sticking with gummed paper, makes cement paste flow out to a kind of method that the outside is come in side seam;
The constructional device method 3.2.1 of cylinder reinforcing bar is the structure of cylinder reinforcing bar, its main reinforcement not only will have the reinforcement bar weldering of the common circle formula that curves quadrature (laterally) or fasten solid, but also weldering or bundle have the reinforcement bar of skew crossing type (oblique) further to gain in strength, and make it to support consolidating plate certainly and watering the tamping concrete of installing and fixing up;
Cylinder from the self-Fixed setting 3.2.2 of plate admittedly be earlier with cylinder from the decorative cover of plate admittedly outwards, connect firmly the position that is placed on the boundary line from bottom to up towards interior, to connect firmly position and cylinder reinforcing bar firm welding the most nearby with reinforcement bar then, so installed and fixed one from then installing and fixing second the 3rd behind the plate admittedly ... with installed and fixed one deck (circle) after install and fix the 3rd layer of the second layer (circle) (circle) again ..., and with reinforcement bar further reinforcing is welded in adjacent in twos plate and the cylinder reinforcing bar interconnection of consolidating certainly more simultaneously;
Cylinder casting method 3.2.3 is a kind of method of promptly filling fluid concrete when cylinder after the plate oneself has installed and fixed one deck (circle) or which floor (circle) admittedly; If cylinder adorn and has not also been needed to continue dress and build, then do not water and fill up, last layer (circle) will reserve 1/3rd, make this layer (circle) certainly admittedly the top of plate connect firmly the position and expose, unlikely influence is follow-up consolidate certainly plate certainly admittedly and installation;
It is that device firm welding part reinforcing bar promptly connects firmly this part from plate admittedly with build this part concrete that silkworm advances method 3.2.4, treat this part concrete curing scleroma after, repeat above-mentioned steps again and build into building method; Be suitable for building height and stride roomy post, beam, terrace etc., as post, beam, bridge, culvert or the like;
Completion Techniques 3.3.1 welds beam body reinforcing bar admittedly earlier in advance, makes it to have after certain rigidity again that rack is located on the beam body position, then the beam body is connected firmly on this beam body reinforcing bar from plate admittedly, builds concrete at last; This method is suitable for the little less beam body of span;
Interim tiltedly daraf(reciprocal of farad) 3.3.2 is to the especially big beam of span or the unsettled place of reinforcing bar of terrace, interim welding or one of colligation or severally pull out external brace bar, as ribs such as reinforcing bar or iron wires, supporting force with increase beam body reinforcing bar in early stage and terrace reinforcing bar, prevent the beam body reinforcing bar and the tenesmus of terrace reinforcing bar of overhanging portion, wait to connect firmly installing after plate admittedly and the hardening of concrete of building, and reach security insurance to bulk strength and just cut a kind of temporary fixed building law of strengthening from body that removes interim brace when reliable; Brace draw strong mode as suspension bridge, be on a fixed point, to erect one to support temporarily, pull out solid support muscle 3.3.2.1 and brace 3.3.2.2 downwards from interim support top;
Electrothermal prestressing 3.4.1 is after earlier the tension of terrace steel mesh reinforcement and weldering being fastened solid nothing and returning loose phenomenon, again with terrace from plate facing admittedly down, the face that connects firmly up connects firmly in the bottom of terrace steel mesh reinforcement, repave at last and build the concrete a kind of terrace spreading method of one deck; Its method step comprises that the weldering hypodesmus 3.4.1.2 of peripheral reserved steel bar method 3.4.1.1, the prestressed, reinforced net of terrace, interim tiltedly daraf(reciprocal of farad) (same 3.3.2), terrace are from self-Fixed setting 3.4.1.3, terrace spreading method 3.4.1.4, the anti-side seam spillage of plate pollute method (same 3.1.4) admittedly; Electrothermal prestressing is suitable for wall, beam is less and stride empty big terrace;
Die method 3.4.2 be earlier with terrace from plate facing admittedly down, connect firmly towards be tiled in lastly beam, wall top above and put firmly and the ornamenting face of leveling up, prick the terrace steel mesh reinforcement laying weldering on the plate admittedly certainly again, repave at last and build the concrete a kind of terrace spreading method of one deck; Its method step comprises that cloth beam method 3.4.2.1, hard terrace are from installation method 3.4.2.2, the weldering hypodesmus 3.4.2.3 of terrace steel mesh reinforcement, interim tiltedly daraf(reciprocal of farad) (same 3.3.2), terrace spreading method (same 3.4.1.4), the anti-side seam spillage of plate pollute method (same 3.1.4) admittedly; The die method needs relatively large plate admittedly certainly, and needs more crossbeam;
9), according to Claim 8) the pre-decorations of described mould forever advance the fast construction technology from consolidating silkworm, it is characterized in that:
Branch 3.1.2.1 has 2 kinds of metal species and non-metal kinds, metal species as reinforcement bar, little iron bar etc.; Non-metal kind as chimeric of bamboo batten, plastic strip, concrete or the like;
Branch placement methods 3.1.2.2 comprises over against (laterally with vertical or vertical) placement methods 3.1.2.2.1 with tiltedly to (oblique) intersection placement methods 3.1.2.2.2; Over against placement methods 3.1.2.2.1 is that branch connects firmly the place at the relative and adjacent in twos plate of consolidating certainly, places with the most straight the shortest distance to connect; Tiltedly to intersect placement methods 3.1.2.2.2 is branch in twos relative and adjacent certainly admittedly plate connect firmly the place, connect tiltedly the form of intersecting is placed, following to last a, left side to the right side, upper left to the bottom right etc.;
Branch and with certainly admittedly the connection method 3.1.2.3 at the plate place of connecting firmly comprise welded type (same 1.2.3.1), binding-type (same 1.2.3.2), gong silk formula (same 1.2.3.3), adhesive type (same 1.2.3.4), mosaic (same 1.2.3.5);
Admittedly support muscle 3.3.2.1 is a kind of brace that is used to draw solid support itself of pulling out on interim the support, and the one client link is on interim the support, and the other end is bound up on the firm fixed point;
Brace 3.3.2.2 is a kind of brace of the beam body reinforcing bar at unsettled place and terrace steel mesh reinforcement being drawn solid tension, and the one client link is on interim the support, and the other end is bound up on the appropriate point of the beam body reinforcing bar at unsettled place or terrace steel mesh reinforcement;
Periphery reserved steel bar method 3.4.1.1 is two opposite sides on the wall of terrace periphery and two opposite sides above the beam, reserve the steel bar end that equates with the arrangement pitches of terrace steel mesh reinforcement, fastening as the terrace reinforcing bar, and the protruding ridge has been built in the centre of both sides reinforcing bar, so that energy hovering certain height behind the reinforcing bar reflexed on both sides is convenient to the device terrace; Note, terrace periphery described here, be not meant whole terrace ragged edge around, and be meant district that each need be arranged as independent steel mesh reinforcement around; Like this, a little terrace then may have only a simple surrounding, a big terrace then has many two two-phases week district on limit altogether, as building is to distinguish in a week with main wall and big room mostly then, the terrace of a big building then just is divided into to be distinguished in many weeks, just need reserve many steel bar ends on the limit in many all districts and on the beam of centre;
The weldering hypodesmus 3.4.1.2 of the prestressed, reinforced net of terrace satisfies one a kind of on peripheral opposite side steel bar end pricked in each bar reinforcing bar tension weldering of terrace steel mesh reinforcement to have the cloth muscle method of answering pulling force in advance; Concrete grammar is an end of each bar reinforcing bar of steel mesh reinforcement to be fastened with the corresponding steel bar end weldering of arbitrary peripheral offside to consolidate earlier, strain with the steel bar end of corresponding peripheral offside with turnbuckle at the other end of reinforcement bar then, fasten solid with being about to the weldering of reinforcement bar and steel bar end, so carrying out the tension weldering of next bar reinforcing bar again pricks, until each the bar reinforcing bar on the terrace steel mesh reinforcement is all strained weldering fasten solid till, afterwards, again each online intersection point weldering bundle is linked up the unlikely pine that returns; In order to increase the intensity of the prestressed, reinforced net of terrace, can on every diagonal angle of net bottom, increase the prestress steel rib, become the prestressed reinforcement net that the intersection diagonal bar is arranged;
Terrace from the self-Fixed setting 3.4.1.3 of plate admittedly be the terrace prestressed reinforcement on the net fixedly terrace from a kind of method of plate admittedly; Its concrete steps are to adorn from periphery earlier, install round and round by rows to the center, and it is smooth that pavcilion is faced; Its concrete grammar is with terrace from the facing of consolidating plate down, the face that connects firmly up is placed on the upper thread position, sky of prestressed net bottom, to connect firmly the position with the bar dowel bar then is connected weldering and fastens solid with prestressed net, so satisfying piece ground will fixedly mount to central authorities from periphery from consolidating plate, simultaneously will be in twos adjacent certainly admittedly plate connect weldering with bar dowel with short distance ground again and prick, until whole terrace is adorned finish admittedly and facing smooth till;
Terrace spreading method 3.4.1.4 installs and fixes firmly to repave after consolidating plate to build the concrete terrace building method of one deck; Specific requirement is that the best making of distinguishing in each week of terrace finishes, not the gradation making;
Cloth beam method 3.4.2.1 is that the location gap of beam will meet hard terrace from the admittedly placement requirement of plate, make hard terrace from plate admittedly just across between the Liang Yuliang or between beam and the wall; The center distance of generally getting Liang Yuliang or beam and wall is about 2 meters; So the beam of this method is more closeer;
Hard terrace from the installation method 3.4.2.2 of plate admittedly be with hard terrace from plate facing admittedly down, the face that connects firmly is up across on beam and wall Shang Heliang and beam, consolidating the position that the two ends of plate are pressed on beam or the wall certainly is 5-10 centimetre;
The weldering hypodesmus 3.4.2.3 of terrace steel mesh reinforcement is that hard terrace is welding bundle one deck steel mesh reinforcement on the plate more certainly admittedly after consolidating plate discharging well; The arranging and weld bundle method arranging of steel mesh reinforcement with the steel mesh reinforcement of common external schema with to roll method the same; Also can become and have prestressed terrace steel mesh reinforcement, increase the intensity of terrace with turnbuckle with tension of every reinforcing bar and weldering or fasten admittedly;
10), the pre-decorations of mould advance the fast construction technology from silkworm admittedly forever, comprise, it is characterized in that from board fabrication method 2 admittedly:
Comprise multiple method for prefabricating such as coagulation local method and mould 2.1 thereof, china-clay method 2.2, glass method 2.3, plastic cement method 2.4, natural or artificial stone's method 2.5, mixing method 2.6, timber method 2.7 from solid board fabrication method 2; When prefabricated fibrous root according to architectural object determine the material of the material of plate body and shape specification size, facing and pattern, from type of fixing apparatus etc.;
Coagulation local method and mould 2.1 thereof divide again to paste adorns coagulation local method and mould 2.1.1, light decorations coagulation local method and several method for prefabricating such as mould 2.1.2, bare coagulation local method and mould 2.1.3 thereof thereof;
Pasting decorations coagulation local method and mould 2.1.1 thereof is: 1 is making in the mould of plate admittedly, and reverse side is placed ornament materials in advance on face that needs are decorated and limit, as ceramic tile, ceramics, mosaic, glass plate, marble slab, plastic plate etc.; 2 put the plate body reinforcing bar well and connect firmly device in mould, as reinforcement bar, gong silk etc.; 3 water concrete and mix real floating, note simultaneously making connect firmly the position connect firmly device such as cleanings such as reinforcement bar, gong silk expose out; Treat that concrete is a collapsible die after receiving slurry, need not wait until just form removal after the dried fully solid sclerosis;
Figure A9912467700091
If from the plate face of plate admittedly is the plane, and then its mould is that a kind of limit mould of simple removable activity does not need face mould, can be easily on the level land or on the platform or in the stacked construction on the plate face admittedly certainly of same specification; The limit mould can be mixed movable anchor clamps, blade-rotating, latch etc. with angle steel, batten, iron plate etc. and be made; If from the plate face of consolidating plate is not the plane, then also to increase face mould; It is simple that this law has a mould, good decorating effect, the advantage of easy construction on the spot;
Light decorations coagulation local method and mould 2.1.2 thereof are: 1 according to light decorations requirement making face mould, as requires the face mould that then need be manufactured with lines or pattern of lines or pattern; 2 put the plate body reinforcing bar well and connect firmly reinforcing bar in mould; 3 water concrete and mix real floatingly, note making the reinforcing bar cleaning that connects firmly the position to expose out simultaneously; This law mould and manufacture craft are had relatively high expectations, and are fit to use machine-building;
Nude coagulation local method and mould 2.1.3 thereof are identical with subsides decorations coagulation local method and mould thereof substantially, and different is that bare coagulation local method does not have the decorations of subsides part, are to replace the subsides exterior material in the subsides decorations coagulation local method to construct with paper or cloth etc. as antiseized isolated material;
China-clay method 2.2 is plates admittedly certainly of similarly making with ceramic materials with ceramic tile, glazed tile etc.; This law is fit to the big production of industrialization commercialization, and facing is beautiful attractive in appearance durable, but matter is crisp frangible;
Glass method 2.3 is a kind of plates admittedly certainly of manufacturing with glass material; Be suitable for the building of extra-high-speed level finishing;
Plastic cement method 2.4 is a kind of plates admittedly certainly made from plastic material; Be suitable for the building of superelevation level finishing;
Natural or artificial stone's method 2.5 is a kind of plates admittedly certainly of manufacturing with lithotome or artificial stone; As marble, marble or the like; Be suitable for the building of more senior finishing;
Mixing method 2.6 is earlier to produce thin body from plate admittedly with methods such as china-clay method, glass method, plastic cement method, natural or artificial stone's methods respectively in factory, and then at the construction field (site) toward from adding a kind of method that needs secondary thickening reinforcement making of watering steel concrete on the plate admittedly; It integrates the advantage of the whole bag of tricks, connects firmly device with convenient transportation, increase plate body intensity and convenient the setting; This law is fit to the big production of heavy industrialization commercialization standardization from plate admittedly, has better beautiful, the secondary attractive in appearance of facing and makes easier and do not need the advantage in mould and special place, and it is more simple and direct, conveniently especially to make platform, chair, door, window;
Timber method 2.7 is a kind of plates admittedly certainly that decorative cover is arranged of making of timber, the one side of its decoration or through polish, scrape, embossing, engraving, paint etc.This kind is suitable for indoor pre-decorations from plate admittedly, as the smallpox interior wall etc.;
CN 99124677 1999-12-28 1999-12-28 High-speed building technology by permanent pattern plates, predecoration, self solidification and silkworm-like advance Pending CN1264775A (en)

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PCT/CN2000/000735 WO2001048327A1 (en) 1999-12-28 2000-12-27 A quickly building method with permanent fancy self-fixing plate
AU23428/01A AU2342801A (en) 1999-12-28 2000-12-27 A quickly building method with permanent fancy self-fixing plate

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CN102587611A (en) * 2012-01-18 2012-07-18 浙江海天建设集团有限公司 Natural rock block fake-dry-masonry decorating wall and construction method
CN106609590A (en) * 2015-10-23 2017-05-03 邱琼彦 3D print house construction method
CN106609590B (en) * 2015-10-23 2020-04-14 邱琼彦 Building method of 3D printed house
CN107386454A (en) * 2017-08-14 2017-11-24 上海二十冶建设有限公司 High-rise Group of suspended buildings sequence of construction determines method under the conditions of multistage abrupt slope
CN107700842A (en) * 2017-08-14 2018-02-16 上海二十冶建设有限公司 High-rise Group of suspended buildings speed of application control method under the conditions of multistage abrupt slope
CN107386454B (en) * 2017-08-14 2019-05-24 上海二十冶建设有限公司 High-rise Group of suspended buildings sequence of construction determines method under the conditions of multistage abrupt slope
CN107700842B (en) * 2017-08-14 2019-09-13 上海二十冶建设有限公司 High-rise Group of suspended buildings speed of application control method under the conditions of multistage abrupt slope

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