CN107386494A - The light-duty big plate inner wall and its Preparation equipment of nylon wire tendon concrete structure, preparation and installation method - Google Patents
The light-duty big plate inner wall and its Preparation equipment of nylon wire tendon concrete structure, preparation and installation method Download PDFInfo
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- CN107386494A CN107386494A CN201710417180.7A CN201710417180A CN107386494A CN 107386494 A CN107386494 A CN 107386494A CN 201710417180 A CN201710417180 A CN 201710417180A CN 107386494 A CN107386494 A CN 107386494A
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- 239000004677 Nylon Substances 0.000 title claims abstract description 72
- 229920001778 nylon Polymers 0.000 title claims abstract description 72
- 239000004567 concrete Substances 0.000 title claims abstract description 37
- 210000002435 tendon Anatomy 0.000 title claims abstract description 28
- 238000000034 method Methods 0.000 title claims abstract description 18
- 238000009434 installation Methods 0.000 title claims abstract description 14
- 238000002360 preparation method Methods 0.000 title claims abstract description 14
- 239000002002 slurry Substances 0.000 claims abstract description 27
- 238000009413 insulation Methods 0.000 claims abstract description 8
- 239000010410 layer Substances 0.000 claims description 66
- 239000000463 material Substances 0.000 claims description 36
- 238000004321 preservation Methods 0.000 claims description 36
- 238000000926 separation method Methods 0.000 claims description 14
- 210000001161 mammalian embryo Anatomy 0.000 claims description 13
- ATJFFYVFTNAWJD-UHFFFAOYSA-N Tin Chemical compound [Sn] ATJFFYVFTNAWJD-UHFFFAOYSA-N 0.000 claims description 12
- 239000007921 spray Substances 0.000 claims description 11
- 239000000853 adhesive Substances 0.000 claims description 7
- 230000001070 adhesive effect Effects 0.000 claims description 7
- 239000004568 cement Substances 0.000 claims description 6
- 238000009415 formwork Methods 0.000 claims description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 238000005507 spraying Methods 0.000 claims description 6
- 239000000835 fiber Substances 0.000 claims description 5
- 238000005520 cutting process Methods 0.000 claims description 4
- 238000012423 maintenance Methods 0.000 claims description 4
- 239000004576 sand Substances 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- 239000011229 interlayer Substances 0.000 claims description 3
- 239000008267 milk Substances 0.000 claims description 3
- 210000004080 milk Anatomy 0.000 claims description 3
- 235000013336 milk Nutrition 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 2
- 238000004804 winding Methods 0.000 claims 1
- 238000004519 manufacturing process Methods 0.000 abstract description 6
- 230000002708 enhancing effect Effects 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000005336 cracking Methods 0.000 abstract description 2
- 230000009466 transformation Effects 0.000 abstract description 2
- 239000011150 reinforced concrete Substances 0.000 description 11
- 238000010276 construction Methods 0.000 description 6
- 239000004744 fabric Substances 0.000 description 5
- 238000005187 foaming Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 239000001095 magnesium carbonate Substances 0.000 description 4
- ZLNQQNXFFQJAID-UHFFFAOYSA-L magnesium carbonate Chemical compound [Mg+2].[O-]C([O-])=O ZLNQQNXFFQJAID-UHFFFAOYSA-L 0.000 description 4
- 229910000021 magnesium carbonate Inorganic materials 0.000 description 4
- 235000014380 magnesium carbonate Nutrition 0.000 description 4
- 239000002344 surface layer Substances 0.000 description 4
- 239000011509 cement plaster Substances 0.000 description 3
- 238000007596 consolidation process Methods 0.000 description 3
- 239000011521 glass Substances 0.000 description 3
- 239000010451 perlite Substances 0.000 description 3
- 235000019362 perlite Nutrition 0.000 description 3
- 239000004575 stone Substances 0.000 description 3
- 239000006071 cream Substances 0.000 description 2
- 239000000945 filler Substances 0.000 description 2
- 239000011507 gypsum plaster Substances 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 239000010902 straw Substances 0.000 description 2
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 244000082204 Phyllostachys viridis Species 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000002742 anti-folding effect Effects 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 238000009837 dry grinding Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 239000010903 husk Substances 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 230000036244 malformation Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 239000011049 pearl Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
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- 239000011435 rock Substances 0.000 description 1
- 239000011343 solid material Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/7401—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using panels without a frame or supporting posts, with or without upper or lower edge locating rails
- E04B2/7403—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using panels without a frame or supporting posts, with or without upper or lower edge locating rails with special measures for sound or thermal insulation including fire protection
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B1/00—Producing shaped prefabricated articles from the material
- B28B1/30—Producing shaped prefabricated articles from the material by applying the material on to a core or other moulding surface to form a layer thereon
- B28B1/32—Producing shaped prefabricated articles from the material by applying the material on to a core or other moulding surface to form a layer thereon by projecting, e.g. spraying
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/82—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Building Environments (AREA)
Abstract
The invention discloses the light-duty big plate inner wall and its Preparation equipment of nylon wire tendon concrete structure, preparation and installation method, and it includes the double-layer nylon net as inside and outside wall face, filling slurry and the arc ripple heat-insulation layer being spaced between the inside and outside metope that is laid in.The beneficial effects of the invention are as follows the quickening of architectural engineering speed, duration shortens, can be with large-scale industrialized production, building load, cost reduce, and building usable floor area expands, and inner wall becomes entirety with framework, antidetonation, cracking resistance, uprising, fire resistance property enhancing, production site requires low, Economization on land usable floor area, is advantageous to enterprise transformation upgrading, raising, the government finance revenue growth of industrial welfare level.
Description
Technical field
The present invention relates to building field, more particularly to inner wall and its Preparation equipment, preparation and installation method.
Background technology
With Process of Urbanization Construction high speed development, building energy conservation is classified as compulsory index, and various novel energy-conserving wall-body materials exist
It is widely used in architectural engineering, but there is also great number of issues：Such as wall body slit, shockproof, fire protecting performance is poor, while adds operation
Program, improve construction costs.The more build the more high to save building site skyscraper.There is solid concrete frame structure
With superpower lifting means, in addition to exterior wall, interior wall does not need bearing wall material, and the light-duty big board wall material lifting of entirety turns into existing
It is real.With the raising of living standard and quality of life, high intensity physical labourer is fewer and fewer, particularly architectural engineering, builds by laying bricks or stones
Worker is in great shortage, and artificial quota more and more higher, it is the certainty of social development that blocks materials for wall, which is eliminated,.
Chinese invention patent application number CN02138517.3 discloses construction wall plate and construction wall, harmless with lightweight
Waste material is that main body (being not excluded for using the harmless solid material of other lightweights) is combined into ash wall body plate with beaer reinforced concrete housing
Part；By prefabrication wall plate, on-site consolidation combination, by it is whole pour consolidation section be combined into the load-bearing of various buildings,
Exterior wall and the inside and outside wall of non-bearing.Construction wall plate includes the lightweight solid filler with function of heat insulation；
It is structurally characterized in that：Also there is reinforced concrete housing and junction layer；Reinforced concrete housing have reinforced concrete Shell Plate and with outside reinforced concrete
Coverboard is connected as a single entity and perpendicular to the reinforced concrete peripheral panels of reinforced concrete Shell Plate；Filler is filled in the intracavitary of reinforced concrete housing；
Junction layer is arranged on the openend of reinforced concrete housing；Reinforced concrete peripheral panels include left plate, right panel, upper plate and lower plate；Left plate and the right side
Connection steel part is embedded with the outside of plate；Concrete in reinforced concrete housing is concrete or foaming concrete.The wall plate makes complexity, is processed into
This height, it is also necessary to which on-site consolidation combines, and long preparation period, installation effectiveness are low；Chinese utility model patent application number
CN03211884.8 discloses Light trabses, and it includes foaming magnesite body 1, glass fabric or wire netting or nylon wire 2, stone
Cream surface layer or cement surface layer 3.Glass fabric or wire netting or nylon wire are being connected before and after foaming magnesite body 1 on two surfaces
2nd, gypsum plaster layer or cement plaster layer 3, it is glass fibers between foaming magnesite body 1 and gypsum plaster layer or cement plaster layer 3
The wood chip of dimensional fabric or chunky shape or board 4, perlite, straw, rice husk, bamboo chip or wire netting or nylon wire 2, by gypsum
Float coat or cement plaster layer 3 bonding force of itself make foaming magnesite body 1, glass fabric or wire netting or nylon wire 2, stone
Cream surface layer or cement surface layer 3 are fastenedly connected and are integrated.The light-weight wall material insufficient strength, consumptive material is more, and manufacturing cycle is longer.
The content of the invention
The technical problem to be solved in the present invention is that prepared by existing interior wall sheet material, installation period is long, production site takes up an area sky
Between it is big, insufficient strength is high, and a kind of light-duty big plate inner wall of nylon wire tendon concrete structure and its Preparation equipment, preparation are provided for this
And installation method.
The technical scheme is that：The light-duty big plate inner wall of nylon wire tendon concrete structure, it is outer within the walls that it includes conduct
Double-layer nylon net, slurry and at least one layer in face are spaced the arc ripple lining between the inside and outside wall face that is laid in, and the slurry includes bone
Material and adhesive, the arc ripple lining includes crest arc back heat preservation strip upward, be laid in arc back heat preservation strip surface
Double-layer nylon net as separation layer and be laid on the crest online as the double-layer nylon of separation layer arc sunny side directed downwardly
Heat preservation strip.
The interlayer of double-layer nylon net described in such scheme is affixed by fiber.
Aggregate described in such scheme is microlith and sand.
Adhesive described in such scheme is cement.
The heat preservation strip of the arc back described in such scheme and arc sunny side heat preservation strip are light rigid materials.
The making apparatus of the light-duty big plate inner wall of nylon wire tendon concrete structure, if it includes the dry milling of level of linearity distribution
Axle and the supporting plate being placed on roller bearing, the supporting plate top at least horizontal interval are mounted with the first roller, second tin roller and the 3rd
Roller, corresponding spray roller mechanism is also mounted between first roller, second tin roller and the 3rd roller and supporting plate respectively, it is described
Two disk rollers that spray roller mechanism includes the shower nozzle of sprayable slurry and at least one set below shower nozzle is horizontally spaced about, institute
State and be wound with double-layer nylon net on the first roller, second tin roller and the 3rd roller respectively, the double-layer nylon net passes through shower nozzle again
Tiled after sheet embryo material is formed through two disk rollers onto supporting plate.
The preparation method of the making apparatus of the light-duty big plate inner wall of nylon wire tendon concrete structure, it comprises the following steps：
（1）, the first roller of driving double-layer nylon net for wind thereon unreel, successively by shape between shower nozzle and at least two disk rollers
Tiling is to outside formation wall, during which to wall external spray slurry, driving roller bearing rolls to be caused shower nozzle on supporting plate after slabbing embryo material
Advance outside wall on supporting plate；（2）, lay the arc back of crest upward at a certain time interval on outside wall and be incubated
Bar, outside the wall on form the arc protuberance at interval；（3）, the driving second tin roller double-layer nylon net that to wind thereon unreel,
It is applied to successively after forming sheet embryo material between shower nozzle and at least two disk rollers on back heat preservation strip and forms separation layer, during which
Shower nozzle is to separation layer spraying slurry；（4）, to insulation surface lay crest arc sunny side heat preservation strip directed downwardly, the arc back protect
Warm bar and arc sunny side heat preservation strip is staggeredly spaced apart；（5）, the 3rd roller of the driving double-layer nylon net that to wind thereon puts
Volume, successively after forming sheet embryo material between shower nozzle and at least two disk rollers tiling to forming wall on arc sunny side heat preservation strip
Inner face, during which shower nozzle is to face spraying slurry within the walls；（6）, on demand size wall is cut, and the wall after cutting is sent
Enter fog room maintenance.
The installation method of the light-duty big plate inner wall of nylon wire tendon concrete structure, installed, be specifically included in using socket joint method
Framed wall position sets groove, first lays one layer in foundation position when wall lifting is in place and sits slurry, corrects wall and be fixed on
In groove, it is in the milk into groove, then branch upper strata collar tie beam mould.
The installation method of the light-duty big plate inner wall of nylon wire tendon concrete structure, is installed using Synchronos method, is specifically included in
After framework cylinder reinforcing bar colligation, implement wall and gone together in place with carpenter's formwork, exterior wall is installed after interior wall first is installed, it is in place in wall
Afterwards with cylinder reinforcing bar banding fixed and formwork, after column body concrete pours, wall is combined into entirety with cylinder.
The beneficial effects of the invention are as follows the quickening of architectural engineering speed, the duration shortens, and can be built with large-scale industrialized production
Thing load, cost reduce, and building usable floor area expands, and inner wall becomes entirety, antidetonation, cracking resistance, uprising, fire prevention energy with framework
Power strengthens, and production site requires low, Economization on land usable floor area, be advantageous to the horizontal raising of enterprise transformation upgrading, industrial welfare,
Government finance revenue growth.
Brief description of the drawings
Fig. 1 is the unicast structural representation of the light-duty big plate inner wall of nylon wire tendon concrete structure of the present invention；
Fig. 2 is the double wave structural representation of the light-duty big plate inner wall of nylon wire tendon concrete structure of the present invention；
Fig. 3 is the making apparatus schematic diagram of the light-duty big plate inner wall of nylon wire tendon concrete structure of the present invention；
In figure, 1, roller bearing, 2, supporting plate, the 3, first roller, 4, second tin roller, the 5, the 3rd roller, 6, disk roller, 7, double-layer nylon net,
8th, arc back heat preservation strip, 9, arc sunny side heat preservation strip.
Embodiment
Below in conjunction with the accompanying drawings and embodiment the present invention will be further described.
Embodiment 1：As shown in figure 1, the light-duty big plate inner wall of nylon wire tendon concrete structure, it includes being used as inside and outside wall face
Double-layer nylon net 7, slurry and:Arc ripple lining of one interlayer between the inside and outside wall face that is laid in, the slurry include aggregate and
Adhesive, the arc ripple lining include arc back heat preservation strip 8, the work on the arc back heat preservation strip surface that is laid in crest upward
It is incubated for the double-layer nylon net of separation layer with the crest online as the double-layer nylon of separation layer arc sunny side directed downwardly is laid on
Bar 9.
The inner wall of the present invention is using double-layer nylon net as muscle, and using microlith, sand as aggregate, cement is adhesive, mixes
Slurry is made, to reach the enhancing effect of the anti-folding of tension, using plane within the walls, outside and arc ripple heat-insulation layer lining coordinate, arc
Arc back heat preservation strip and arc sunny side heat preservation strip in ripple lining are made of with light rigid materials, can be specifically pearls
Rock/straw concrete material is made, it is preferred to use perlite material, so-called arc ripple refer to arc ridge structure, this structure
The few stress of materials is strong.Fiber in double-layer nylon net primarily serve hanging effect, its usage amount be using can tangle slurry as
Standard, if lacked can not effective hanging, if more infiltration that can hinder slurry, fiber also has enhancing double-layer nylon net overall
The effect of intensity.
One preferred embodiment of such scheme be double-layer nylon net two layers of nylon wire between, aggregate affixed by fiber
It is the mixing of microlith and sand, adhesive is cement, and it is equidistant to form several between the inside and outside wall face that is laid at arc lining interval
Or the waveform configuration at Unequal distance interval, it is laid between arc back heat preservation strip and arc sunny side heat preservation strip as separation layer
Double-layer nylon net.
Sunny side heat preservation strip and back heat preservation strip in such scheme, sunny side therein refer to be located at separation layer outer surface,
The back refers to be located at separation layer inner surface, and the sunny side/back heat preservation strip is rigid, such as can be concrete and perlite
Mixture, one can strengthen overall heat insulation effect, and two can give arcuate-shaped insulation to provide moulding effect, prevent it
Malformation.
As shown in figure 3, the making apparatus of the light-duty big plate inner wall of nylon wire tendon concrete structure, it divides equally including linear water
Some roller bearings 1 of cloth and the supporting plate 2 being placed on roller bearing, at least horizontal interval is mounted with the first roller 3, the above the supporting plate
Two rollers 4 and the 3rd roller 5, also it is mounted with respectively between first roller, second tin roller and the 3rd roller and supporting plate corresponding
Spray roller mechanism, the shower nozzle of the spray roller mechanism including sprayable slurry and at least one set of horizontal interval below shower nozzle are set
Two disk rollers 6 put, double-layer nylon net 7, the bilayer are wound with respectively on first roller, second tin roller and the 3rd roller
Nylon wire forms the tiling of sheet embryo material to supporting plate after shower nozzle is then passed through between two disk rollers.
The preference of above-mentioned making apparatus is that spray roller mechanism has two groups of 4 be horizontally spaced about disk rollers, can be referred to as
First level disk roller group and the second horizontal roller set, every group of horizontal roller set include two two disk rollers being horizontally spaced about,
Two groups of horizontal roller sets are spaced apart in vertical space, shower nozzle by slurry spray to double-layer nylon it is online after, then by two groups
The extruding of disk roller so that slurry uniformly penetrates into double-layer nylon net that two layers of nylon wire is brought into close contact shape after disk roller rolls again
Slabbing embryo material.
The preparation method of the making apparatus of the light-duty big plate inner wall of nylon wire tendon concrete structure, it comprises the following steps：
（1）, the first roller of driving double-layer nylon net for wind thereon unreel, successively by shape between shower nozzle and at least two disk rollers
Tiling is to outside formation wall, during which to wall external spray slurry, driving roller bearing rolls to be caused shower nozzle on supporting plate after slabbing embryo material
Advance outside wall on supporting plate；（2）, lived at a certain time interval on outside wall and lay crest upward at a certain distance
Arc back heat preservation strip made of the light rigid materials to flat down；（3）, driving second tin roller cause the bilayer that winds thereon
Nylon wire unreels, and is applied on back heat preservation strip is formed after forming sheet embryo material between shower nozzle and at least two disk rollers successively
Separation layer, during which shower nozzle is to separation layer spraying slurry；（4）, to insulation surface to lay lightweight of the crest towards lower plane upward firm
Property arc sunny side heat preservation strip made of material；（5）, the 3rd roller of the driving double-layer nylon net that to wind thereon unreel, successively
Tiling is to forming face within the walls, phase on arc sunny side heat preservation strip after forming sheet embryo material between shower nozzle and at least two disk rollers
Between shower nozzle to face spraying slurry within the walls；（6）, on demand size wall is cut, and by after cutting wall be sent into maintenance
Unicast sheet material is made in room maintenance.
The installation method of the light-duty big plate inner wall of nylon wire tendon concrete structure, above-mentioned nylon wire is installed using socket joint method
The light-duty big plate inner wall of tendon concrete structure, it is specifically included in framed wall position and groove is set, wall lifting first exists when in place
Foundation position lays one layer and sits slurry, corrects wall and is fixed in groove, is in the milk into groove, then branch upper strata collar tie beam mould.
The installation method of the light-duty big plate inner wall of nylon wire tendon concrete structure, is installed using Synchronos method, is specifically included in
After framework cylinder reinforcing bar colligation, implement wall and gone together in place with carpenter's formwork, exterior wall is installed after interior wall first is installed, it is in place in wall
Afterwards with cylinder reinforcing bar banding fixed and formwork, after column body concrete pours, wall is combined into entirety with cylinder.
Embodiment 2：The present invention can use unicast double wave sheet material according to indoor diverse location, and more ripple layers are used under outer wall window
Sheet material.Here the more ripples of unicast double wave refer to the number of plies of arc ripple lining.Foregoing description carries out example just for unicast sheet material
Illustrate, the making apparatus of the light-duty big plate inner wall of nylon wire tendon concrete structure of the invention can also set the 4th roller,
Five rollers and roller mechanism is sprayed accordingly, the system of the making apparatus of the corresponding light-duty big plate inner wall of nylon wire tendon concrete structure
Preparation Method is also adjusted to make double wave sheet material, and manufactured double wave plate construction is as shown in Fig. 2 double wave sheet material tool is of five storeys
Double-layer nylon net, two backs and sunny side heat preservation strip, i.e., as the double-layer nylon net of inside and outside wall face and as the bilayer outside wall
Two layers of arc ripple lining is accompanied between nylon wire, the like more ripple sheet materials can also select to set as needed.
Claims (8)
1. the light-duty big plate inner wall of nylon wire tendon concrete structure, it is characterized in that it includes the double-layer nylon net as inside and outside wall face
（7）, the arc ripple lining that is laid between inside and outside wall face of slurry and at least one layer of interval, the slurry includes aggregate and adhesive,
The arc ripple lining includes arc back heat preservation strip crest upward（8）, the arc back heat preservation strip surface that is laid in conduct every
The double-layer nylon net of absciss layer and it is laid on the crest online as the double-layer nylon of separation layer arc sunny side heat preservation strip directed downwardly
（9）.
2. the light-duty big plate inner wall of nylon wire tendon concrete structure as claimed in claim 1, it is characterized in that the double-layer nylon
The interlayer of net is affixed by fiber.
3. the light-duty big plate inner wall of nylon wire tendon concrete structure as claimed in claim 1 or 2, it is characterized in that the aggregate is
Microlith and sand, adhesive are cement.
4. the light-duty big plate inner wall of nylon wire tendon concrete structure as claimed in claim 1 or 2, it is characterized in that the arc is cloudy
Face heat preservation strip and arc sunny side heat preservation strip are light rigid materials.
5. the making apparatus of the light-duty big plate inner wall of nylon wire tendon concrete structure as described in claim 1-4 is any, it is special
Sign is that it includes some roller bearings that level of linearity is distributed（1）With the supporting plate being placed on roller bearing（2）, the supporting plate top at least water
Flat interval is mounted with the first roller（3）, second tin roller（4）With the 3rd roller（5）, first roller, second tin roller and the 3rd
Corresponding spray roller mechanism is also mounted between roller and supporting plate respectively, the spray roller mechanism includes shower nozzle and the position of sprayable slurry
Two disk rollers that at least one set below shower nozzle is horizontally spaced about（6）, first roller, second tin roller and the 3rd roller
It is upper to be wound with double-layer nylon net respectively（7）, the double-layer nylon net forms sheet after shower nozzle is then passed through between two disk rollers
Embryo material tiles onto supporting plate.
6. the preparation method of the making apparatus of the light-duty big plate inner wall of nylon wire tendon concrete structure as claimed in claim 5,
It is characterized in that it comprises the following steps：（1）, the first roller of driving double-layer nylon net for wind thereon unreel, pass through successively
Tiling is to outside formation wall, during which shower nozzle sprays to wall outside on supporting plate after sheet embryo material is formed between shower nozzle and at least two disk rollers
Slurry is applied, driving roller bearing, which rolls, on supporting plate to advance outside wall；（2）, lay at a certain time interval on outside wall
The arc back heat preservation strip of crest upward, outside the wall on form the arc protuberance at interval；（3）, driving second tin roller cause it
The double-layer nylon net of upper winding unreels, and is applied to the back after forming sheet embryo material between shower nozzle and at least two disk rollers successively
Separation layer is formed on heat preservation strip, during which shower nozzle is to separation layer spraying slurry；（4）, to insulation surface lay crest arc directed downwardly
Shape sunny side heat preservation strip, arc back heat preservation strip and arc sunny side heat preservation strip are staggeredly spaced apart；（5）, driving the 3rd roller cause
The double-layer nylon net wound thereon unreels, and arc is arrived in tiling after forming sheet embryo material between shower nozzle and at least two disk rollers successively
Face within the walls is formed on shape sunny side heat preservation strip, during which shower nozzle is to face spraying slurry within the walls；（6）, on demand size to wall carry out
Cutting, and the wall after cutting is sent into fog room maintenance.
7. the installation method of the light-duty big plate inner wall of nylon wire tendon concrete structure as described in claim 1-5 is any, it is special
Sign is installed using socket joint method, is specifically included in framed wall position and is set groove, first in foundation position when wall lifting is in place
Slurry is sat in one layer of laying, is corrected wall and is fixed in groove, is in the milk into groove, then branch upper strata collar tie beam mould.
8. the installation method of the light-duty big plate inner wall of nylon wire tendon concrete structure as described in claim 1-5 is any, it is special
Sign is installed using Synchronos method, after being specifically included in framework cylinder reinforcing bar colligation, is implemented wall and is gone together in place with carpenter's formwork, first
Exterior wall is installed after installation interior wall, in wall rear and cylinder reinforcing bar banding fixed in place and formwork, after column body concrete pours, wall
Body is combined into entirety with cylinder.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710417180.7A CN107386494B (en) | 2017-06-06 | 2017-06-06 | The light-duty big plate inner wall of nylon wire tendon concrete structure and its Preparation equipment, preparation and installation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710417180.7A CN107386494B (en) | 2017-06-06 | 2017-06-06 | The light-duty big plate inner wall of nylon wire tendon concrete structure and its Preparation equipment, preparation and installation method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107386494A true CN107386494A (en) | 2017-11-24 |
| CN107386494B CN107386494B (en) | 2019-10-11 |
Family
ID=60333049
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710417180.7A Active CN107386494B (en) | 2017-06-06 | 2017-06-06 | The light-duty big plate inner wall of nylon wire tendon concrete structure and its Preparation equipment, preparation and installation method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107386494B (en) |
Citations (8)
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| CN1259610A (en) * | 1999-11-30 | 2000-07-12 | 刘景先 | Compound heat insulating wall board and mfg. method thereof |
| CN2435447Y (en) * | 2000-07-27 | 2001-06-20 | 赵仲星 | Light-weight insulating precast sandwith wall board |
| CN2753822Y (en) * | 2004-11-18 | 2006-01-25 | 何德江 | Two-layer corrugated plate planel |
| CN2780871Y (en) * | 2005-04-08 | 2006-05-17 | 山西天华轻钢模网建筑有限公司 | Partition plate with light steel building module net |
| KR100675225B1 (en) * | 2004-06-28 | 2007-01-26 | 대림산업 주식회사 | Light weight wall system and its installation method for improving performance of sound insulating and thermal insulating |
| CN203307991U (en) * | 2013-05-31 | 2013-11-27 | 裴广田 | Light heat-insulation wall board |
| CN203307976U (en) * | 2013-04-25 | 2013-11-27 | 武汉鼎加达建材有限公司 | Building curtain wall metal clad plate |
| KR20140012461A (en) * | 2012-07-20 | 2014-02-03 | 삼성중공업 주식회사 | Sound insulation structure |
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2017
- 2017-06-06 CN CN201710417180.7A patent/CN107386494B/en active Active
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1259610A (en) * | 1999-11-30 | 2000-07-12 | 刘景先 | Compound heat insulating wall board and mfg. method thereof |
| CN2435447Y (en) * | 2000-07-27 | 2001-06-20 | 赵仲星 | Light-weight insulating precast sandwith wall board |
| KR100675225B1 (en) * | 2004-06-28 | 2007-01-26 | 대림산업 주식회사 | Light weight wall system and its installation method for improving performance of sound insulating and thermal insulating |
| CN2753822Y (en) * | 2004-11-18 | 2006-01-25 | 何德江 | Two-layer corrugated plate planel |
| CN2780871Y (en) * | 2005-04-08 | 2006-05-17 | 山西天华轻钢模网建筑有限公司 | Partition plate with light steel building module net |
| KR20140012461A (en) * | 2012-07-20 | 2014-02-03 | 삼성중공업 주식회사 | Sound insulation structure |
| CN203307976U (en) * | 2013-04-25 | 2013-11-27 | 武汉鼎加达建材有限公司 | Building curtain wall metal clad plate |
| CN203307991U (en) * | 2013-05-31 | 2013-11-27 | 裴广田 | Light heat-insulation wall board |
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| CN107386494B (en) | 2019-10-11 |
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