CN102776980B - Outer wall board of composite concrete shear wall and manufacture and site-installation method - Google Patents
Outer wall board of composite concrete shear wall and manufacture and site-installation method Download PDFInfo
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- CN102776980B CN102776980B CN201210111871.1A CN201210111871A CN102776980B CN 102776980 B CN102776980 B CN 102776980B CN 201210111871 A CN201210111871 A CN 201210111871A CN 102776980 B CN102776980 B CN 102776980B
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Abstract
The invention discloses an outer wall board of a composite concrete shear wall and a manufacture and site-installation method. The outer wall board is characterized in that a rough board is 6m in length, adopts the sum of the height of a building layer and the edge cutting allowance as the height and is 220mm-560mm in thickness; the cross surface comprises a cementing material layer A, a light material insulating layer, a cementing material layer B, a reinforced concrete shear wall stress layer and a cementing material layer C; the light material insulating layer is provided with a U-shaped or V-shaped groove; and cementing material connecting columns are arranged on the part sections of long connecting bars between the cementing material layer B and the cementing material layer C. The manufacture and site-installation method comprises the steps of prefabricating wall board components and casting the cementing materials to the wall board; the site installation comprises the steps of: welding a reinforcement frame, bonding sealing strips in the wall board and casting concrete at the connecting positions of a wall-board reserved concrete cavity layer and the wall board. The wall board disclosed by the invention is energy-saving, low-consumption, environmental-friendly, economic, practical, firm and is suitable for living, is prefabricated in factories, is installed integrally, and has the full-functional universality of the four-step energy-saving houses at all regions and all masses for the requirement of a wall body.
Description
Technical field
The present invention relates to a kind of composite concrete class shear wall side fascia and manufacture and field installation process, belong to housing construction wall technology.
Background technology
In current existing Housing Structure System, housing construction mainly comprises basis, concrete shearing inner-outer wall, beam, floor, elevator barrel, staircase, infilled wall, paste insulation layer after exterior wall, decorating inner and external walls is plastered, adopt Cast-in-place concrete shear wall structure system, concrete manomelia structural system, exterior wall separately must do isothermal holding with polyphenyl plate or extruded sheet; This structural system build housing construction there is following deficiency in actual applications: traditional construction material from great, energy consumption is high, function singleness, for reaching required body of wall profile, handwork superposes body of wall repeatedly at the scene.Because heat insulating material is asynchronous for application life with main building, heat insulating material needs repeatedly to change, and causes and brings construction cost high, and resource consumption is large, contaminated environment, increases the drawbacks such as disaster hidden-trouble.
Summary of the invention
The object of the invention is to provide a kind of composite concrete class shear wall side fascia and manufacture and field installation process.Described composite concrete class shear wall side fascia has energy-conservation, low consumption, environmental protection; Economical and practical; Firm livable; Batch production is prefabricated, integrated installation; Adjustment insulation layer and steel bar concrete class shear wall stressor layers thickness, have each department, the various scale of construction four step energy-saving residence to the Full Featured universality of body of wall requirement.
The present invention is realized by the following technical programs, a kind of composite concrete class shear wall side fascia, this composite concrete class shear wall side fascia is by multiple building materials, by installing two procedures in factory's complex configuration and job site cast, be made into the global function compound external wall panel of similar concrete shear wall stress proterties, it is characterized in that, this wallboard makes the long 6m of hair plates, cutting edge surplus is added for its height to build floor height, thickness is 220mm-560mm, in a state of use, this composite concrete class shear wall side fascia cross-sectional configuration, comprise successively from outside to inside: A cementitious material topping, light-weight thermal insulation material layer, B cementitious material layer, steel bar concrete class shear wall stressor layers, C cementitious material layer, wherein, the thickness of A cementitious material topping is 10mm-20mm, light thermal-insulation layer thickness 20mm-200mm, the thickness of B cementitious material layer is 10mm-20mm, steel bar concrete class shear wall stressor layers thickness is that the thickness of 145mm-320mm, C cementitious material layer is 10mm-20mm and its width and be less than B cementitious material layer 80mm-300mm highly respectively, regularly arranged long dowel is set between A cementitious material topping and C cementitious material layer, regularly arranged short dowel is set between A cementitious material topping and B cementitious material layer, be in the position Duan Shangshe cementitious material joint pin of the long dowel between B cementitious material layer and C cementitious material layer, cementitious material joint pin cross sectional dimensions is 43mm × 100mm, and the two ends of cementitious material joint pin connect B, C cementitious material layer place folder armpit, fillet, scald in the middle part of the upper and lower both sides of light-weight thermal insulation material layer and move back a U-shaped groove, scald in the middle part of light-weight thermal insulation material layer arranged on left and right sides and move back a v-depression.
The cementitious material of the A cementitious material topping in above-mentioned structure, B cementitious material layer and C cementitious material layer is the composition of high strength gypsum, cement, flyash, glass fiber-reinforced polymer and waterproof agent; or be the composition of high strength gypsum, cement, glass fiber-reinforced polymer and waterproof agent, or be the composition of high strength gypsum, glass fiber-reinforced polymer and waterproof agent.
Light material in light-weight thermal insulation material layer in above-mentioned structure is polyphenyl plate or extruded sheet or rock wool or vegetable fibre board.
In above-mentioned structure, long and short dowel is square plastic pipe, and the two ends of pipe are shaped with many lobes type umbrella head respectively, interspersed reel in pipe, and short dowel nozzle sizes is 10*10mm, and reel length is 20mm-200mm, the long 30mm of umbrella head; Long dowel nozzle sizes is 15*15mm, and reel length is 100mm-350mm, the long 30mm of umbrella head; Long and short dowel is along the length direction arrangement in a row of composite concrete class shear wall side fascia, often row is arranged alternately by long dowel group and short dowel group, the spacing of two groups of adjacent long dowels is 333mm, and each long dowel group is made up of upper and lower two long dowels, spacing 60mm; Each short dowel group is made up of three short dowels of level, adjacent two short dowel spacing 60mm; Distance 380mm between the row of long dowel group and short dowel group and row.
The manufacture of the composite concrete class shear wall side fascia of said structure and mounting method, its process realizes with on-the-spot two procedures in the factory, it is characterized in that comprising following process:
(1) preparation of wallboard used unit
A) long and short dowel preparation: long and short dowel is the special square plastic pipe manufactured, and the two ends of pipe are shaped with many lobes type umbrella head respectively, the interior reel that interts of pipe, short dowel nozzle sizes is 10*10mm, and reel length is 20mm-200mm, the long 30mm of umbrella head; Long dowel nozzle sizes is 15*15mm, and reel length is 100mm-350mm, the long 30mm of umbrella head;
B) installation of tongue and groove light-weight thermal insulation material layer and long and short dowel is with: by the scale that operating desk is indicated, light heat insulation material plate scalds hole, first the palpus of falling umbrella head is scalded in long and short dowel one end, be 1 group, 2 long dowels by 3 short dowels it is 1 group, pass at eyelet in parallel, blend compounds bonds, long and short dowel worn by light heat insulation material plate, after reaching length requirement, daub on dowel, squeeze tight through position, light heat insulation material turn-over, is fixed to long and short for the other end of long and short dowel dowel blanching the head of falling umbrella; Make light-weight thermal insulation material layer and long and short dowel shape all-in-one-piece parts;
C) loose-leaf polyphenyl interim chamber rib module preparation: adopt polyphenyl, the height being chamber rib module with the thickness of steel bar concrete class shear wall stressor layers, with the distance between the long dowel group of upper and lower two row for length, take 43mm as width; It is B, C cementitious material flaggy cementitious material joint pin that gelling material and long dowel combine between two interim chamber rib sections, interim chamber rib section is as the composition mould of cementitious material joint pin and C flaggy, upper end, rib section side, this polyphenyl interim chamber is made can folding loose-leaf, is cementitious material joint pin haunch mould;
D) square-section column reinforced frame welding preparation;
E) embedded iron parts preparation is held under lock;
F) the reservation operations hole shutoff preparation of cementitious material plate;
(2) composite concrete class shear wall side fascia makes:
A) can the template of the edge-on demoulding hold concurrently operation pallet upper berth cementitious material, roll flat, in cementitious material, cloth pressure fiber bar, forms A cementitious material layer;
B) on A layer cementitious material layer drain steps (1) b) light-weight thermal insulation material layer that item is made and long and short dowel prepare all-in-one-piece parts;
C) in light-weight thermal insulation material layer plate upper berth cementitious material, roll flat, in cementitious material, cloth pressure fiber bar, forms B cementitious material layer;
D) on B cementitious material layer, by between long dowel group odd number or even column direction, discharge square-section column mould; Between the adjacent two long dowel groups of the both sides of each square-section column mould, lay polyphenyl loose-leaf interim chamber rib module with hoisting gripping member, squeeze tight, interim chamber rib loose-leaf is translated into above rib;
E) measuring fiber muscle and cementitious material of being put together to by the fiber bar on the rib of interim chamber connect post holes position;
F) between square-section column mould and each row of interim chamber rib module array, from press-in second batch square-section, top column mould, so, square-section column mould forms the cementitious material joint pin plug hole including long dowel together with the rib module of polyphenyl loose-leaf interim chamber, presses design attitude place reservation operations casement plate in wallboard surrounding;
G) in the plane of plug hole and square-section column mould and polyphenyl loose-leaf interim chamber rib module generation, encapsulating compound gel material, forms cementitious material joint pin and C cementitious material layer;
H) on C layer cementitious material layer, measuring fiber muscle, press-in C cementitious material layer, floating, press polish;
I) after the shaping consolidation of cementitious material, lay down reservation operations casement plate, extract the square-section column mould in plate body out, edge-on operating desk, the wallboard demoulding, moves on to maintenance district;
I) will reach the cavity plate of intensity, standard is cut into body of wall positioning plate by drawing, cuts out and draws out door and window mouth, pick the interim polyphenyl chamber rib module in board falling chamber, clean out in plate chamber;
K) in the middle part, upper and lower both sides of wallboard lightweight thermal insulation layer scald move back U-shaped groove; Arranged on left and right sides middle part is scalded and is moved back v-depression;
(3) process of installing is carried out at scene:
A) the position wallboard will determined, by erection sequence sequence, numbering is transported to scene;
B) reinforcing bar shelf is loaded in chamber, and horizontal thread reinforcing bar is penetrated in reinforcing bar shelf iron hoop, stop lap length;
C) in mounted wallboard groove, stick with glue lightweight olive shape and rhombus weather strip, be connected on limit at mounted plate and be coated with brush board seam putty, stitch putty with plate outside wallboard root, inboard high grade retarding mortar holds wallboard;
D) lift wallboard to put in place, levelling, squeeze tight with mounted wallboard, fix;
E) weld reinforcing bar and the reinforcing bar of floor, mounted wallboard in wallboard, seal seam at the bottom of B, C laminate root with high-grade cement mortar;
F) mounting door-window mouth built-in fitting, is connected handle hole, with rough ground and bracing reinforcement wallboard medial and lateral wooden partition with prefabricated gelling material plate shutoff wallboard;
G) laminated pouring concrete, every layer is no more than 120cm, after lower floor's initial set, pour into a mould last layer, holds upper iron piece under installing lock during cast floor.
The invention has the advantages that, this composite concrete class shear wall side fascia has energy-conservation, low consumption, environmental protection; Economical and practical; Firm livable; Batch production is prefabricated, integrated installation; After adjusting insulation layer and reinforced concrete shear wall stressor layers thickness, there is each department, the various scale of construction four step energy-saving residence to the Full Featured universality of body of wall requirement.Wall plate structure is simple, rationally, it is composited by the insulation layer of superperformance and the steel bar concrete layer of good resistance to stress, has excellent energy saving and safety in utilization; Its raw materials part source is come in discarded object, has the cheap property of the feature of environmental protection, recycling economy, raw material sources popularity and manufacturing price; Its manufacture process is simple, shaping in factory, and machining shape size is easy to control and accurately, have the simple and efficient property of in-site installation.
Accompanying drawing explanation
Fig. 1 is composite concrete class shear wall external wall panel structure schematic perspective view of the present invention.
In figure: 1, A cementitious material layer; 2, light material insulation layer; 3, B cementitious material layer; 4, concrete class shearing wall layers; 5, C cementitious material layer; 6, cementitious material joint pin; 7, reservation operations hole;
Fig. 2 be the composite concrete class shear wall side fascia prefabrication in Fig. 1 good after top plan view.
In figure: 1, A cementitious material layer; 2, light material insulation layer; 3, B cementitious material layer; 4, concrete class shearing wall layers; 5, C cementitious material layer; 6, cementitious material joint pin; 8, long dowel; 9, short dowel;
Fig. 3 be the composite concrete class shear wall side fascia prefabrication in Fig. 1 good after side cutaway view.
In figure: 1, A cementitious material layer; 2, light material insulation layer; 3, B cementitious material layer; 4, concrete class shearing wall layers; 5, C cementitious material layer; 6, cementitious material joint pin; 8, long dowel;
Fig. 4 be composite concrete class shear wall side fascia in-site installation in Fig. 1 well after the top plan view of section.
In figure: 1, A cementitious material layer; 2, light material insulation layer; 3, B cementitious material layer; 4, concrete class shearing wall layers; 5, C cementitious material layer; 6, cementitious material joint pin; 8, long dowel; 9, short dowel; 10, reinforcing bar shelf
Fig. 5 is prefabricated band length dowel light-weight thermal insulation material layer plate.
Fig. 6 is the structural representation configuring olive shape light heat insulation material weather strip between composite concrete class shear wall side fascia in horizontal U-shaped groove.
The cross sectional shape of olive shape light material thermal-insulating sealing bar as can be seen from Figure.
Fig. 7 holds upper connector schematic diagram under lock.
Fig. 8 is the structural representation configuring rhombus light heat insulation material weather strip between composite concrete class shear wall side fascia in vertical v-depression.
The cross sectional shape of rhombus light material thermal-insulating sealing bar as can be seen from Figure.
Detailed description of the invention
Below in conjunction with accompanying drawing, the present invention is illustrated further:
Composite concrete class shear wall side fascia, by multiple building materials, is installed two procedures in factory's complex configuration and job site cast, is made into the global function compound external wall panel of similar concrete shear wall stress proterties.
Concrete structure and the manufacture process of composite concrete class shear wall side fascia of the present invention are as follows:
Composite concrete class shear wall side fascia makes on special operating platform.Platform edge-on 90 degree of operating platforms can make cavity plate by being with, and having under operating platform can the axle of edge-on pallet and hydraulic power unit.
A) height of A cementitious material layer is 3m, and length is 6m, in-plant platform template manufactures and forms.Its process first to pave cementitious material in platform template, repaves afterwards into glass fiber-reinforced polymer, then strike off and form the A cementitious material layer that thickness is 13mm.Described cementitious material adopts high strength gypsum, cement, flyash, glass fiber-reinforced polymer and waterproof agent mixture to be cementitious material, mass fraction ratio, gypsum is 60 parts, cement is 20 parts, flyash is 18 parts, glass fiber-reinforced polymer is 1 part, waterproof agent is 1 part.
B) on A cementitious material layer, discharge prefabricated light thermal-insulation laminate, squeeze tight, leveling.Light thermal-insulation laminate thickness 85mm.Long and short dowel established by described light thermal-insulation laminate, and long and short dowel is square plastic pipe, interior interspersed reel.The two ends of pipe are shaped with many lobes type umbrella head respectively, and managing short dowel nozzle sizes is 10*10mm, and reel length is 91mm, two ends umbrella head length 30mm; Long dowel nozzle sizes is 15*15mm, and reel length is 246mm, two ends umbrella head length 30mm.First the palpus of falling umbrella head being scalded in long and short dowel one end, is 1 group by 3 short dowels, spacing 60mm; 2 long dowels are 1 group, spacing 60mm; Pass at eyelet in parallel, blend compounds bonds, by the scale that operating desk is indicated, light heat insulation material scalds hole, wears long and short dowel, through a half, daub, through position, squeezes tight, light heat insulation material turn-over, long and short for other end dowel blanching is fixed to the head of falling umbrella, obtained light-weight thermal insulation material layer plate.
C) pave B cementitious material on light thermal-insulation laminate, then be pressed into glass fiber-reinforced polymer, strikes off and form 10mm thick B cementitious material layer.The component of B cementitious material layer, proportioning and A cementitious material topping component, proportioning are identical.
D) on B cementitious material layer, by between long dowel group odd number or even column direction, discharge square-section column mould, square-section column mould is jump an interval every one to place, square-section column mold sections is of a size of 290mm*145mm, enters mould length 3000mm.Between the adjacent two long dowel groups of the both sides of each square-section column mould, lay polyphenyl loose-leaf interim chamber rib module with hoisting gripping member, spacing distance 100mm, squeeze tight, loose-leaf is translated into above rib.Described polyphenyl loose-leaf interim chamber rib module height 145mm, wide 43mm, long 280mm, made by polyphenyl.Interim chamber rib module is as the composition mould of cementitious material joint pin and C flaggy, and upper end, rib module side, this polyphenyl interim chamber is made can folding loose-leaf, is cementitious material joint pin folder armpit mould.Bare cloth glass fiber-reinforced polymer on the square-section column mould placed and loose-leaf polyphenyl interim chamber rib module, glass fiber-reinforced polymer of putting together is to cementitious material joint pin position, and make except the rib module of interim chamber, all the other positions are evenly equipped with glass fiber-reinforced polymer.
E) between square-section column mould and each row of interim chamber rib module array, from press-in second batch concrete stressor layers square-section, top column mould, square-section column mould forms the plug hole of cementitious material joint pin together with the rib module of polyphenyl loose-leaf interim chamber, places reservation operations casement plate in wallboard surrounding.The long 300mm of plate, wide 290mm, thick 17mm, thickness is identical with C cementitious material layer thickness.
F), in plug hole and in the plane of square-section column mould and polyphenyl loose-leaf interim chamber rib module generation, encapsulating compound gel material, forms cementitious material joint pin and C cementitious material layer.C cementitious material layer can be identical or different with A cementitious material topping cementitious material, and the C cementitious material of this example is identical with A cementitious material topping cementitious material, and the C cementitious material decorative layer thickness made is 17mm.2 long dowels are included in each cementitious material joint pin.
G), after pouring C cementitious material, paving glass fiber-reinforced polymer, press-in C cementitious material layer, floating, press polish, forms C cementitious material layer.
H), after the shaping consolidation of cementitious material, extract the square-section column mould in plate body out, edge-on operating desk, the wallboard demoulding, moves on to maintenance district.Carry out maintenance process.
I) will reach the cavity plate of intensity, standard is cut into body of wall positioning plate by drawing, cuts out and draws door and window mouth, pick the interim polyphenyl chamber rib module in board falling chamber.Clean out between B cementitious material layer and C cementitious material layer, only leave cementitious material joint pin;
J) in wallboard lightweight thermal insulation layer middle part, upper and lower limit is scalded and is moved back U-shaped groove, and the left and right sides is scalded and moved back v-depression, wide 100mm, dark 10mm;
Wallboard is transported to job site, carries out integrated installation, and process is:
A) the position wallboard will determined, by erection sequence sequence, numbering is transported to scene;
B) reinforcing bar shelf is loaded in chamber, and horizontal thread reinforcing bar is penetrated in reinforcing bar shelf iron hoop, stop lap length.Described reinforcing bar shelf is welded by four vertical reinforcements and stirrup, and cross sectional shape is rectangle.Be welded with little iron hoop, for wearing transverse reinforcement wearing transverse reinforcement position.
C) on mounted wallboard, stick with glue lightweight olive shape and rhombus weather strip, be connected on limit at mounted wallboard and be coated with brush board seam putty, stitch putty with plate outside wallboard root, the steady wallboard heel of inboard high grade retarding mortar;
D) lift wallboard to put in place, levelling, squeeze tight with mounted wallboard, fix;
E) reinforcing bar of reinforcing bar and floor in wallboard, mounted wallboard is welded;
F) with reservation operations hole shutoff cementitious material plate shutoff wallboard handle hole, with rough ground and bracing reinforcement wallboard medial and lateral wooden partition;
G) laminated pouring concrete, every layer is no more than 120cm, after lower floor's initial set, pour into a mould last layer.Upper iron piece is held under floor bar is welded with lock.The steel bar concrete class shearing wall layers of holding upper iron piece and side fascia under this lock pours into an integrated entity.After pour concrete, complete wallboard and install.Hold embedded iron parts under described lock to be formed by the reinforcement welding of 6mm steel plate with band crotch.
Above-described embodiment is only be described the preferred embodiment of the present invention; not scope of the present invention is limited; under the prerequisite not departing from the utility model design spirit; the various distortion that those of ordinary skill in the art make technical scheme of the present invention and improvement, all should fall in protection domain that claims of the present invention determines.
Claims (5)
1. a composite concrete class shear wall side fascia, it is characterized in that, this composite concrete class shear wall side fascia is by multiple building materials, by installing two procedures in factory's complex configuration and job site cast, be made into the global function compound external wall panel of similar concrete shear wall stress proterties, it is characterized in that, this wallboard makes the long 6m of hair plates, cutting edge surplus is added for its height to build floor height, thickness is 220mm-560mm, in a state of use, this composite concrete class shear wall side fascia cross-sectional configuration, comprise successively from outside to inside: A cementitious material topping, light-weight thermal insulation material layer, B cementitious material layer, steel bar concrete class shear wall stressor layers, C cementitious material layer, wherein, the thickness of A cementitious material topping is 10mm-20mm, light thermal-insulation layer thickness 20mm-200mm, the thickness of B cementitious material layer is 10mm-20mm, steel bar concrete class shear wall stressor layers thickness is that the thickness of 145mm-320mm, C cementitious material layer is 10mm-20mm and its width and be less than B cementitious material layer 80mm-300mm highly respectively, regularly arranged long dowel is set between A cementitious material topping and C cementitious material layer, regularly arranged short dowel is set between A cementitious material topping and B cementitious material layer, be in the position Duan Shangshe cementitious material joint pin of the long dowel between B cementitious material layer and C cementitious material layer, cementitious material joint pin cross sectional dimensions is 43mm × 100mm, and the two ends of cementitious material joint pin connect B, C cementitious material layer place folder armpit, fillet, scald in the middle part of the upper and lower both sides of light-weight thermal insulation material layer and move back a U-shaped groove, scald in the middle part of light-weight thermal insulation material layer arranged on left and right sides and move back a v-depression.
2. by composite concrete class shear wall side fascia according to claim 1; it is characterized in that; the cementitious material of A cementitious material topping, B cementitious material layer and C cementitious material layer is the composition of high strength gypsum, cement, flyash, glass fiber-reinforced polymer and waterproof agent; or be the composition of high strength gypsum, cement, glass fiber-reinforced polymer and waterproof agent, or be the composition of high strength gypsum, glass fiber-reinforced polymer and waterproof agent.
3. by composite concrete class shear wall side fascia according to claim 1, it is characterized in that, the light material in light-weight thermal insulation material layer is polyphenyl plate or extruded sheet or rock wool or vegetable fibre board.
4., by composite concrete class shear wall side fascia according to claim 1, it is characterized in that, long and short dowel is square plastic pipe, the two ends of pipe are shaped with many lobes type umbrella head respectively, interspersed reel in pipe, and short dowel nozzle sizes is 10*10mm, reel length is 20mm-200mm, the long 30mm of umbrella head; Long dowel nozzle sizes is 15*15mm, and reel length is 100mm-350mm, the long 30mm of umbrella head; Long and short dowel is along the length direction arrangement in a row of composite concrete class shear wall side fascia, often row is arranged alternately by long dowel group and short dowel group, the spacing of two groups of adjacent long dowels is 333mm, and each long dowel group is made up of upper and lower two long dowels, spacing 60mm; Each short dowel group is made up of three short dowels of level, adjacent two short dowel spacing 60mm; Distance 380mm between the row of long dowel group and short dowel group and row.
5., by manufacture and the mounting method of composite concrete class shear wall side fascia according to claim 1, its process realizes with on-the-spot two procedures in the factory, it is characterized in that comprising following process:
(1) preparation of wallboard used unit
A) long and short dowel preparation: long and short dowel is the special square plastic pipe manufactured, and the two ends of pipe are shaped with many lobes type umbrella head respectively, the interior reel that interts of pipe, short dowel nozzle sizes is 10*10mm, and reel length is 20mm-200mm, the long 30mm of umbrella head; Long dowel nozzle sizes is 15*15mm, and reel length is 100mm-350mm, the long 30mm of umbrella head;
B) installation of tongue and groove light-weight thermal insulation material layer and long and short dowel is with: by the scale that operating desk is indicated, light heat insulation material plate scalds hole, first the palpus of falling umbrella head is scalded in long and short dowel one end, be 1 group, 2 long dowels by 3 short dowels it is 1 group, pass at eyelet in parallel, blend compounds bonds, long and short dowel worn by light heat insulation material plate, after reaching length requirement, daub on dowel, squeeze tight through position, light heat insulation material turn-over, is fixed to long and short for the other end of long and short dowel dowel blanching the head of falling umbrella; Make light-weight thermal insulation material layer and long and short dowel shape all-in-one-piece parts;
C) loose-leaf polyphenyl interim chamber rib module preparation: adopt polyphenyl, the height being chamber rib module with the thickness of steel bar concrete class shear wall stressor layers, with the distance between the long dowel group of upper and lower two row for length, take 43mm as width; It is B, C cementitious material flaggy cementitious material joint pin that gelling material and long dowel combine between two interim chamber rib sections, interim chamber rib section is as the composition mould of cementitious material joint pin and C flaggy, upper end, rib section side, this polyphenyl interim chamber is made can folding loose-leaf, is cementitious material joint pin haunch mould;
D) square-section column reinforced frame welding preparation;
E) embedded iron parts preparation is held under lock;
F) the reservation operations hole shutoff preparation of cementitious material plate;
(2) composite concrete class shear wall side fascia makes:
A) can the template of the edge-on demoulding hold concurrently operation pallet upper berth cementitious material, roll flat, in cementitious material, cloth pressure fiber bar, forms A cementitious material layer;
B) on A layer cementitious material layer drain steps (1) b) light-weight thermal insulation material layer that item is made and long and short dowel prepare all-in-one-piece parts;
C) in light-weight thermal insulation material layer plate upper berth cementitious material, roll flat, in cementitious material, cloth pressure fiber bar, forms B cementitious material layer;
D) on B cementitious material layer, by between long dowel group odd number or even column direction, discharge square-section column mould; Between the adjacent two long dowel groups of the both sides of each square-section column mould, lay polyphenyl loose-leaf interim chamber rib module with hoisting gripping member, squeeze tight, interim chamber rib loose-leaf is translated into above rib;
E) measuring fiber muscle and cementitious material of being put together to by the fiber bar on the rib of interim chamber connect post holes position;
F) between square-section column mould and each row of interim chamber rib module array, from press-in second batch square-section, top column mould, so, square-section column mould forms the cementitious material joint pin plug hole including long dowel together with the rib module of polyphenyl loose-leaf interim chamber, presses design attitude place reservation operations casement plate in wallboard surrounding;
G) in the plane of plug hole and square-section column mould and polyphenyl loose-leaf interim chamber rib module generation, encapsulating compound gel material, forms cementitious material joint pin and C cementitious material layer;
H) on C layer cementitious material layer, measuring fiber muscle, press-in C cementitious material layer, floating, press polish;
I) after the shaping consolidation of cementitious material, lay down reservation operations casement plate, extract the square-section column mould in plate body out, edge-on operating desk, the wallboard demoulding, moves on to maintenance district;
I) will reach the cavity plate of intensity, standard is cut into body of wall positioning plate by drawing, cuts out and draws out door and window mouth, pick the interim polyphenyl chamber rib module in board falling chamber, clean out in plate chamber;
K) in the middle part, upper and lower both sides of wallboard lightweight thermal insulation layer scald move back U-shaped groove; Arranged on left and right sides middle part is scalded and is moved back v-depression;
(3) process of installing is carried out at scene:
A) the position wallboard will determined, by erection sequence sequence, numbering is transported to scene;
B) reinforcing bar shelf is loaded in chamber, and horizontal thread reinforcing bar is penetrated in reinforcing bar shelf iron hoop, stop lap length;
C) in mounted wallboard groove, stick with glue lightweight olive shape and rhombus weather strip, be connected on limit at mounted wallboard and be coated with brush board seam putty, stitch putty with plate outside wallboard root, inboard high grade retarding mortar holds wallboard;
D) lift wallboard to put in place, levelling, squeeze tight with mounted wallboard, fix;
E) weld reinforcing bar and the reinforcing bar of floor, mounted wallboard in wallboard, seal seam at the bottom of B, C laminate root with high-grade cement mortar;
F) mounting door-window mouth built-in fitting, is connected handle hole, with rough ground and bracing reinforcement wallboard medial and lateral wooden partition with prefabricated gelling material plate shutoff wallboard;
G) laminated pouring concrete, every layer is no more than 120cm, after lower floor's initial set, pour into a mould last layer, holds upper iron piece under installing lock during cast floor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210111871.1A CN102776980B (en) | 2012-04-17 | 2012-04-17 | Outer wall board of composite concrete shear wall and manufacture and site-installation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210111871.1A CN102776980B (en) | 2012-04-17 | 2012-04-17 | Outer wall board of composite concrete shear wall and manufacture and site-installation method |
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| Publication Number | Publication Date |
|---|---|
| CN102776980A CN102776980A (en) | 2012-11-14 |
| CN102776980B true CN102776980B (en) | 2015-06-10 |
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| CN201210111871.1A Active CN102776980B (en) | 2012-04-17 | 2012-04-17 | Outer wall board of composite concrete shear wall and manufacture and site-installation method |
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| CN107363986B (en) * | 2014-02-12 | 2019-10-11 | 赵光林 | Integrated mobile locking device and wall body module process equipment |
| CN109098381B (en) * | 2018-08-31 | 2020-02-07 | 重庆工程职业技术学院 | Building decoration panel with clamping frame guide and attaching method thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU1803688A (en) * | 1987-06-12 | 1989-01-04 | Foundation Technology Limited | Reinforcement for continuously-cast concrete walls |
| FR2843143A1 (en) * | 2002-07-31 | 2004-02-06 | Ferrari Sa | Prefabricated insulated, molded building construction elements comprise reinforced concrete outer wall fixed on internal reinforced concrete bearing wall with continuous layer of thermally insulating material between them |
| DE10256813A1 (en) * | 2002-12-04 | 2004-06-24 | Roland Wolf | Concrete component, especially a hollow chamber wall element, used in building construction comprises a heat-insulating layer having a contact surface provided with a sealing material forming a water-tight boundary layer with fresh concrete |
| CN202099926U (en) * | 2011-06-03 | 2012-01-04 | 程松林 | Concrete densifying column gypsum cement composite interior wallboard |
| CN102337769A (en) * | 2010-07-16 | 2012-02-01 | 万成年 | Assembly method of plant fiber composite wallboard |
| CN102363989A (en) * | 2011-06-28 | 2012-02-29 | 程松林 | Concrete close column compound outer wall plate and manufacturing method thereof |
-
2012
- 2012-04-17 CN CN201210111871.1A patent/CN102776980B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU1803688A (en) * | 1987-06-12 | 1989-01-04 | Foundation Technology Limited | Reinforcement for continuously-cast concrete walls |
| FR2843143A1 (en) * | 2002-07-31 | 2004-02-06 | Ferrari Sa | Prefabricated insulated, molded building construction elements comprise reinforced concrete outer wall fixed on internal reinforced concrete bearing wall with continuous layer of thermally insulating material between them |
| DE10256813A1 (en) * | 2002-12-04 | 2004-06-24 | Roland Wolf | Concrete component, especially a hollow chamber wall element, used in building construction comprises a heat-insulating layer having a contact surface provided with a sealing material forming a water-tight boundary layer with fresh concrete |
| CN102337769A (en) * | 2010-07-16 | 2012-02-01 | 万成年 | Assembly method of plant fiber composite wallboard |
| CN202099926U (en) * | 2011-06-03 | 2012-01-04 | 程松林 | Concrete densifying column gypsum cement composite interior wallboard |
| CN102363989A (en) * | 2011-06-28 | 2012-02-29 | 程松林 | Concrete close column compound outer wall plate and manufacturing method thereof |
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