CN205369681U - Composite wallboard - Google Patents

Composite wallboard Download PDF

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Publication number
CN205369681U
CN205369681U CN201620148415.8U CN201620148415U CN205369681U CN 205369681 U CN205369681 U CN 205369681U CN 201620148415 U CN201620148415 U CN 201620148415U CN 205369681 U CN205369681 U CN 205369681U
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China
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wall
layer
combined
thick bamboo
function
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余志武
刘鹏
陈颖
丁发兴
郭风琪
肖沐惕
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Central South University
National Engineering Laboratory for High Speed Railway Construction Technology
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Central South University
National Engineering Laboratory for High Speed Railway Construction Technology
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Abstract

The utility model relates to a composite wallboard, including the wall body, pre -buried in the wall body have a rack, and the outer surface bonding of wall body has the function composite bed, its characterized in that, the pre -buried thick bamboo tube that has along vertical layout and be used for lightening the wall body dead weight and increase wall body side direction bearing capacity in wall body middle part, the bamboo joint and the cast in situ concrete of thick bamboo tube combine to form the bamboo joint tie point that is used for increasing thick bamboo tube and cast in situ concrete adhesion strength and improves the side direction bearing capacity. The utility model discloses composite wallboard has advantages such as heat preservation, energy -conservation, decoration, structure and function integration, light, and is applicable in be 7 degrees and regional multi -storey building system and the villa house in following town and country at anti -seismic intensity, adopt the thick bamboo tube to alleviate wall body dead weight, bamboo the steel reinforced concrete closes the wall body cost economical rationality of arrangement of reinforcement, and the sexual valence relative altitude is fit for town and country area urbanization construction developing direction, has great economy and social.

Description

Combined wall board
Technical field
The utility model relates to construction wall technical field of structures, particularly relates to a kind of bamboo-steel hybrid reinforcement many Functional concrete combined wall.
Background technology
Along with development trend and the national policy of building trade guide, China's building industrialization is in vigorously Developing stage.But, the body of wall prepared by building industrialization but faces product category and function singleness, whole The problems such as body is poor, construction joint infiltration.Meanwhile, the building industrialization body of wall of areal was promoted In journey, also the body of wall of single form is directly generalized to different building industrialization by many employing single solution for diverse problems patterns In structural system;This has just caused the contradiction between the supply of single variety body of wall and difference in functionality demand.Therefore, Research and develop the most suitable building industrialization wall technology for different structural-system demand and there is far-reaching meaning Justice.
Utility model content
The defect existed for prior art, the purpose of this utility model is to provide a kind of combined wall board, with Solve the body of wall prepared by existing building industrialization but face product category and function singleness, globality poor, The problems such as construction joint infiltration.
In order to realize above-mentioned technical purpose, the technical scheme of the utility model patent is: a kind of combined wall board, Including body of wall, being embedded with rack in body of wall, exterior surface of wall is bonded with function and service layer, pre-in the middle part of body of wall It is embedded with vertically arranged and conducts oneself with dignity and the thick bamboo tube of increase body of wall side bearing capacity for alleviating body of wall;Thick bamboo tube Ring is combined formation and is used for increasing thick bamboo tube and cast-in-place concrete adhesion strength and improving lateral with cast-in-place concrete The ring tie point of bearing capacity.
Further, rack includes vertically arranged and along thick bamboo tube bamboo chip circumferentially;The ring of bamboo chip Be combined formation to be used for increasing bamboo chip carrying lateral with cast-in-place concrete adhesion strength and raising with cast-in-place concrete The ring tie point of power.
Further, rack includes bamboo chip that is vertically arranged and that arrange near body of wall two side walls;Bamboo chip Ring be combined formation with cast-in-place concrete and be used for increasing bamboo chip and cast-in-place concrete adhesion strength and raising side To the ring tie point of bearing capacity.
Further, rack also includes vertically arranged and U-shaped reinforcing bar along body of wall lateral arrangement, Yan Shui Square to the U-shaped reinforcing bar arranged and be longitudinally arranged along body of wall, the bent-up bar along body of wall lateral arrangement, edge The vertical reinforcement being vertically arranged, the transverse steel transversely arranged and along the horizontal drawknot of body of wall in reinforcing bar hand over Tension rib on point.
Further, body of wall offers for fixing body of wall position and pouring the supporting preformed hole of body of wall.
Further, the wallboard leveling support for adjusting body of wall balance it is provided with bottom body of wall.
Further, function and service layer includes the heat insulation cementing layer adhering on body of wall side wall surface, adheres to Heat-insulation layer, the facing tack coat adhered to outside heat-insulation layer outside heat insulation cementing layer and adhere to facing bonding Decorative layer outside Ceng.
Further, it is embedded with in facing tack coat and splits net for the resistance preventing facing tack coat from rupturing.
Further, be provided with between body of wall and function and service layer sequentially pass through from outside to inside facing tack coat, Resistance splits net, heat-insulation layer, heat insulation cementing layer and body of wall and for function and service layer is anchored in body of wall side wall surface On anchoring piece.
Further, anchoring piece uses umbrella shape, T-shaped, cross or L-shaped.
Further, function and service layer bottom is additionally provided with for seal that is waterproof and that seal;Seal Use sealing strip and/or encapsulant.
Bamboo-steel hybrid reinforcement multifunctional concrete combined wall, splits including decorative layer, facing tack coat, resistance Net, heat-insulation layer, heat insulation cementing layer, anchoring piece, body of wall, tension rib, thick bamboo tube, U-shaped reinforcing bar, bend up Reinforcing bar, sealing strip, encapsulant, body of wall supporting preformed hole, wallboard leveling support, body of wall function and service Layer, vertical reinforcement, transverse steel, bamboo chip.Decorative layer splits net and heat-insulation layer by facing tack coat and resistance Outer surface bonding, and the inner surface of heat-insulation layer is connected with body of wall by heat insulation cementing layer.The one of anchoring piece End is positioned at resistance and splits the outside of net, and its other end inserts body of wall through heat-insulation layer, heat insulation cementing layer.Decorative layer, Facing tack coat, resistance split net, heat-insulation layer, heat insulation cementing layer, anchoring piece constitute body of wall function and service layer, Body of wall function and service layer is fixed on the outside of body of wall.U-shaped reinforcing bar is positioned at the periphery of body of wall.Bent-up bar is then It is positioned at the two ends up and down of body of wall.Thick bamboo tube is in body of wall.Thick bamboo tube, vertical reinforcement, U-shaped reinforcing bar, bamboo chip, Transverse steel and tension rib constitute the bamboo-steel hybrid reinforcement space net rack of body of wall.Body of wall supporting preformed hole position In being perpendicular to wall direction.Tension rib is for contacting the transverse steel of wall outer side and inner side.Wallboard leveling Bearing is positioned at the end of body of wall.Sealing strip is filled between the body of wall function and service layer of the upper and lower body of wall, And use encapsulant to carry out sealing, fixing.The utility model has insulation, energy-conservation, decoration, structure With function integration, cost performance advantages of higher, being applicable at seismic fortification intensity is 7 degree and following city The multi-storey building system in area, township and villa house.
Further, decorative layer splits the outer surface bonding of net and heat-insulation layer by facing tack coat and resistance, and The inner surface of heat-insulation layer is connected with body of wall by heat insulation cementing layer.Resistance splits net because having a large amount of mesh, passes through Mesh facing bonding layer material can be coated with and be bondd with heat-insulation layer, primarily serves resistance and splits, contacts, answers The effects such as power redistribution and enhancing composite effect.Anchoring piece one termination is positioned at resistance and splits the outside of net, its another Hold and insert body of wall through heat-insulation layer, heat insulation cementing layer.Net, insulation are split in decorative layer, facing tack coat, resistance Layer, heat insulation cementing layer, anchoring piece constitute body of wall function and service layer, and body of wall function and service layer is fixed on wall The outside of body.U-shaped reinforcing bar is positioned at the periphery of body of wall, and bent-up bar is then positioned at the two ends up and down of body of wall, bamboo Cylinder is in body of wall.Thick bamboo tube, vertical reinforcement, U-shaped reinforcing bar, bamboo chip, transverse steel are constituted with tension rib The bamboo of body of wall-steel hybrid reinforcement space net rack.U-shaped reinforcing bar and the quantity of bent-up bar, length are by holding Load power calculates and determines with detailing requiments.Body of wall supporting preformed hole is located normal to wall direction, and tension rib is used In contact wall outer side and the transverse steel of inner side.Wallboard leveling support is positioned at the end of body of wall, sealing strip It is filled between the body of wall function and service layer of the upper and lower body of wall, and use encapsulant to carry out sealing, Fixing.Horizontal joint between U-shaped reinforcing bar, bent-up bar and the floorboard of the upper and lower body of wall waters after using Building concrete form and form entirety, the perps between neighboring walls uses after-pouring concrete by U-shaped reinforcing bar Form forms entirety.Therefore, the utility model has good resistance to overturning.
Further, decorative layer is pottery facing tile, color glaze-surface ceramic wall tile, mosaic, glass Change brick, concrete azulejo, colored fired brick, glass (brick), marble slab, coating, emulsion paint and gold Belong to one or more in veneer (brick) decoration materials or metal curtain product, facing tack coat and body can be passed through System is bonded as one, play decoration, beautify, waterproof, the protection effect such as body of wall.
Further, heat-insulation layer is polystyrene foam plastics, polyurethane foam plastics, phenol formaldehyde foam material Material, calcium silicate board, cement-foam panel, cement board, expanded and vitrified small ball plate, rubber-plastic sponge, glue One or more in powder granular polystyrene, rock wool heat-preservation felt and foam concrete are combined, and can be glued by facing Knot layer and heat insulation cementing layer and finish coat, sound absorbing layer are bonded as entirety, play insulation and the effect such as energy-conservation.
Further, facing tack coat and heat insulation cementing layer are by epoxy resin, styrene-acrylic emulsion, phenolic aldehyde tree The extraordinary mortar of fat, sand, mineral admixture, chopped strand, cement composition.Facing tack coat and guarantor The composition material of temperature tack coat can be identical, it is also possible to different;If facing tack coat and the group of heat insulation cementing layer One-tenth material can be different, and its difference is mainly reflected in that the percentage by weight of contained various materials is different.
Further, chopped strand is alkali-resistant glass fibre, carbon fiber, bamboo fibre, rock wool fibers, gathers Ester fiber, Fypro, vinal, polyacrylonitrile fibre, polypropylene fibre and polychlorostyrene second One or more in alkene fiber.
Further, net is split in resistance is wire netting, plastic wire, carbon fibre web, glass fiber mesh, rock wool fibre One or more in dimension net, organic fiber net.Split net because of resistance and there is a large amount of mesh, through mesh facing Tack coat and heat insulation cementing layer material can be coated with and be bondd with heat-insulation layer, primarily serve resistance split, contact, Anti-folding, put more energy into, the effect such as stresses re-distribution and enhancing.
Further, decorative layer, facing tack coat, net is split in resistance, heat-insulation layer, heat insulation cementing layer constitute Body of wall function and service layer.
Further, anchoring piece is umbrella, cross, L-shaped, T-shaped metal or Plastic device. Anchoring piece umbrella, cross, L-shaped, T-shaped termination are positioned at resistance and split the outside of net, and its other end passes Heat-insulation layer, heat insulation cementing layer insert in body of wall, can use vertically according to stress characteristic anchoring piece, inclination etc. Mode inserts body of wall, thus realizes body of wall function and service layer is fixed on Side fascia effect.
Further, sealing strip is EPT rubber packing bar, nitrile rubber sealing strip, neoprene One or more in sealing strip, silica type sealing strip, rubber and plastic class sealing strip and Plastic sealing strip.Close Strip of paper used for sealing is mainly used to cut off the Heat And Mass Transfer between external environment and Side fascia, and then plays waterproof, anti-blending and subtract The effects such as few cross-ventilation, are conducive to improving the water resistance of this structural system and thermal resistance value.
Further, encapsulant be silicone weather resistant glue, aluminate clay, sulfate clay, neoprene, One or more in butyl rubber, modified pitch.Encapsulant is infused in the body of wall of the upper and lower wallboard Between function and service layer, play fixing seal bar, the minimizing cross-ventilation etc. that blends waterproof, anti-acts on, with Sealing strip acts on water resistance and the thermal resistance value beneficially improving this structural system jointly.
Further, wallboard leveling support be positioned at wall end and the steel plate being cast on wallboard, shaped steel or One or more in lead support plate.Wallboard leveling support be mainly used to assembling during regulate body of wall elevation, Inclination angle and corner etc., in order to the upper and lower wallboard accurate assembly.
Further, body of wall function and service layer misplaces on Side fascia, to realize the upper and lower body of wall Body of wall function and service layer forms constructional waterproofing.
Further, with the transverse steel of inner side, vertical reinforcement outside tension rib connecting wall, to be formed Bar frame strengthens the globality of body of wall.
Further, thick bamboo tube use tung oil, iodo carbamate, propiconazole, Tebuconazole, Cypermethrin, One or more in atoleine, ammoniacal copper quaternary, copper citrate, copper azoles, zinc naphthenate carry out insect protected and prevent Corruption processes, and its surface uses silicone coupling agents to carry out interface processing.
Further, the length of thick bamboo tube can be concordant with body of wall upper and lower end parts, it is also possible to stretches out body of wall end Certain length.
Further, if thick bamboo tube its stretch out body of wall end certain length, then can be by the thick bamboo tube of top wall panel Use with the thick bamboo tube in lower floor body of wall insert, compression sleeve mode is connected.
Further, thick bamboo tube connects according to insertion, compression sleeve mode, then be inserted into necessarily at thick bamboo tube Quantity and the reinforcing bar of length, and use grouting material, clay, polymer mortar and high-strength at thick bamboo tube connector area Degree grade mortar mode is filled, to improve body of wall connector area switching performance.
Advantageous Effects of the present utility model is:
The utility model combined wall board, has insulation, energy-conservation, decoration, structure and function integration, light The advantages such as matter, are applicable in the multi-storey building system that seismic fortification intensity is 7 degree and following both urban and rural area And villa house.Using thick bamboo tube can alleviate body of wall deadweight, the wall cost economy of bamboo-steel hybrid reinforcement is closed Reason, cost performance is high, is suitable for both urban and rural area Urbanization Construction developing direction, it is adaptable at seismic fortification intensity It is 7 degree and the multi-storey building system of following both urban and rural area and villa house.
The utility model is described in further detail below in conjunction with the accompanying drawings.
Accompanying drawing explanation
Fig. 1 is that the structure of the utility model embodiment bamboo-steel hybrid reinforcement multifunctional concrete combined wall is shown It is intended to;
Fig. 2 is the cross section of the utility model embodiment bamboo-steel hybrid reinforcement multifunctional concrete combined wall Schematic diagram;
Fig. 3 is that bamboo of the present utility model-steel reinforced concrete closes reinforcement network shelf structure schematic diagram;
Fig. 4 is body of wall function and service layer cross sectional representation of the present utility model;
Fig. 5 is one of anchor arrangement schematic diagram of the present utility model;
Fig. 6 is the two of anchor arrangement schematic diagram of the present utility model;
Fig. 7 is the three of anchor arrangement schematic diagram of the present utility model;
Fig. 8 is the four of anchor arrangement schematic diagram of the present utility model;
Fig. 9 is U-shaped bar construction schematic diagram of the present utility model.
Marginal data:
1, decorative layer;2, facing tack coat;3, net is split in resistance;4, heat-insulation layer;5, heat insulation cementing layer; 6, anchoring piece;7, body of wall;8, tension rib;9, thick bamboo tube;10, U-shaped reinforcing bar;11, bent-up bar; 12, sealing strip;13, encapsulant;14, supporting preformed hole;15, wallboard leveling support;16, merit Can composite bed;17, vertical reinforcement;18, transverse steel;19, bamboo chip.
Detailed description of the invention
Below the utility model technology contents is further illustrated, but not in the utility model essence The restriction held.
Fig. 1 is that the structure of the utility model embodiment bamboo-steel hybrid reinforcement multifunctional concrete combined wall is shown It is intended to;Fig. 2 is the transversal of the utility model embodiment bamboo-steel hybrid reinforcement multifunctional concrete combined wall Face schematic diagram;Fig. 3 is that bamboo of the present utility model-steel reinforced concrete closes reinforcement network shelf structure schematic diagram;Fig. 4 is this reality By novel body of wall function and service layer cross sectional representation;Fig. 5 is that anchor arrangement of the present utility model shows One of it is intended to;Fig. 6 is the two of anchor arrangement schematic diagram of the present utility model;Fig. 7 is the utility model Anchor arrangement schematic diagram three;Fig. 8 is the four of anchor arrangement schematic diagram of the present utility model;Fig. 9 For U-shaped bar construction schematic diagram of the present utility model.
As it is shown in figure 1, the combined wall board of the present embodiment, including body of wall 7, in body of wall 7, it is embedded with rack, Body of wall 7 outer surface is bonded with function and service layer 16, is embedded with vertically arranged and for subtracting in the middle part of body of wall 7 Light body of wall 7 is conducted oneself with dignity and increases the thick bamboo tube 9 of body of wall 7 side bearing capacity;The ring of thick bamboo tube 9 and cast-in-place concrete In conjunction with being formed for increasing thick bamboo tube 9 and cast-in-place concrete adhesion strength and improving the ring of side bearing capacity even Contact.The utility model combined wall board, uses thick bamboo tube can alleviate body of wall deadweight, the wall of bamboo-steel hybrid reinforcement Body cost economic is reasonable, and cost performance is high, is suitable for both urban and rural area Urbanization Construction developing direction, have insulation, Energy-conservation, decoration, structure and the advantage such as function integration, lightweight, being applicable at seismic fortification intensity is 7 Degree and the multi-storey building system of following both urban and rural area and villa house.
As shown in figures 1 and 3, in the present embodiment, rack includes vertically arranged and circumferential along thick bamboo tube 9 The bamboo chip 19 arranged.The ring of bamboo chip 19 is combined formation and is used for increasing bamboo chip 19 with existing with cast-in-place concrete Pouring concrete adhesion strength and the ring tie point of raising side bearing capacity.
As shown in figures 1 and 3, in the present embodiment, rack includes vertically arranged and close body of wall 7 liang The bamboo chip 19 that side wall surface is arranged.The ring of bamboo chip 19 is combined formation and is used for increasing bamboo chip with cast-in-place concrete 19 with cast-in-place concrete adhesion strength and raising side bearing capacity ring tie point.
As shown in Fig. 1, Fig. 3 and Fig. 9, in the present embodiment, rack also includes vertically arranged and along body of wall The U-shaped reinforcing bar 10 of 7 lateral arrangement, in the horizontal direction layout and the U-shaped reinforcing bar being longitudinally arranged along body of wall 7 10, along bent-up bar 11, the vertically arranged vertical reinforcement 17, transversely cloth of body of wall 7 lateral arrangement The transverse steel 18 put and along body of wall 7 horizontal drawknot tension rib 8 on reinforcing bar intersection point.
As shown in figures 1 and 3, in the present embodiment, body of wall 7 offers for fixing body of wall 7 position And pour the supporting preformed hole 14 of body of wall 7.
As it is shown in figure 1, in the present embodiment, be provided with the wallboard for adjusting body of wall 7 balance bottom body of wall 7 Leveling support 15.
As shown in Figure 1, Figure 2 and Figure 4, in the present embodiment, function and service layer 16 includes adhering to body of wall Heat insulation cementing layer 5, the heat-insulation layer 4 adhered to outside heat insulation cementing layer 5 on 7 side wall surfaces, adhere to insulation Layer 4 outside facing tack coat 2 and adhere to the decorative layer 1 outside facing tack coat 2.
As shown in Figure 1, Figure 2 and Figure 4, in the present embodiment, it is embedded with for preventing in facing tack coat 2 Net 3 is split in the resistance of facing tack coat 2 fracture.
As shown in Figure 1, Figure 2, shown in Fig. 4, Fig. 5, Fig. 6, Fig. 7 and Fig. 8, in the present embodiment, body of wall 7 And be provided with between function and service layer 16 and sequentially pass through facing tack coat 2 from outside to inside, net 3 is split in resistance, insulation Layer 4, heat insulation cementing layer 5 and body of wall 7 are also used for being anchored in function and service layer 16 body of wall 7 side wall surface Anchoring piece 6.
As shown in Figure 1, Figure 2, shown in Fig. 4, Fig. 5, Fig. 6, Fig. 7 and Fig. 8, in the present embodiment, anchoring piece 6 use umbrella shape, T-shaped, cross or L-shaped.Fig. 5 is umbrella shape.Fig. 6 is T-shaped.Fig. 7 For cross.Fig. 8 is L-shaped.
As it is shown in figure 1, in the present embodiment, be additionally provided with bottom function and service layer 16 for waterproof and sealing Seal;Seal uses sealing strip 12 and/or encapsulant 13.
During enforcement, it is provided that a kind of bamboo-steel hybrid reinforcement multifunctional concrete combined wall, including decorative layer 1, Net 3, heat-insulation layer 4, heat insulation cementing layer 5, anchoring piece 6, body of wall 7, drawknot are split in facing tack coat 2, resistance Muscle 8, thick bamboo tube 9, U-shaped reinforcing bar 10, bent-up bar 11, sealing strip 12, encapsulant 13, supporting are pre- Box out 14, wallboard leveling support 15, function and service layer 16, vertical reinforcement 17, transverse steel 18, bamboo Sheet 19.
Fig. 1 is that the structure of the utility model embodiment bamboo-steel hybrid reinforcement multifunctional concrete combined wall is shown Be intended to, as it is shown in figure 1, decorative layer 1, facing tack coat 2, resistance to split net 3, heat-insulation layer 4, insulation viscous Knot layer 5 constitutes function and service layer 16, the umbrella of anchoring piece 6, cross, L-shaped, T-shaped end Head is positioned at resistance and splits the outside of net 3, and its other end body of rod inserts body of wall through heat-insulation layer 4, heat insulation cementing layer 5 7;Can use vertically according to stress characteristic anchoring piece 6, the mode such as inclination inserts body of wall 7, thus by function Composite bed 16 is fixed on body of wall 7.Thick bamboo tube 9, vertical reinforcement 17, U-shaped reinforcing bar 10, bamboo chip 19, laterally Reinforcing bar 18 and tension rib 8 constitute the bamboo-steel hybrid reinforcement space net rack of body of wall.Thick bamboo tube 9 is positioned at body of wall 7 In, can play and alleviate wall weight and improve the effects such as wall stiffness.Bent-up bar 11 is then positioned at body of wall 7 Two ends up and down, to realize being connected between body of wall 7 with floorboard;U-shaped reinforcing bar 10 is positioned at the week of body of wall 7 Limit.U-shaped reinforcing bar 10 and the quantity of bent-up bar 11, length are true with detailing requiments by bearing capacity calculation Fixed.Supporting preformed hole 14 is located normal to body of wall 7 direction, and tension rib 8 is used for contacting inside and outside body of wall 7 two The transverse steel 18 of side.Wallboard leveling support 15 is positioned at the end of body of wall 7, and sealing strip 12 is filled in Between layer and the function and service layer 16 of lower floor's body of wall 7, and encapsulant 13 is used to carry out sealing, fixing, So that realizing integrally-built structure and material waterproofing.The upper and lower body of wall 7 U-shaped reinforcing bar above 10, after bent-up bar 11 and floorboard stretch out bar connecting, high-strength concrete can be used to pour and to be integrated. U-shaped reinforcing bar 10 between neighboring walls 7 mutually overlaps, misplaces and form perps and intend using after-pouring concrete Mode forms entirety.Therefore, the structural system formed has good stability and globality.
Fig. 2 is that the wallboard of the utility model embodiment bamboo-steel hybrid reinforcement multifunctional concrete combined wall is horizontal Schematic cross-section, as in figure 2 it is shown, decorative layer 1 splits net 3 and heat-insulation layer 4 by facing tack coat 2 and resistance Outer surface bonding, and the inner surface of heat-insulation layer 4 is bondd with body of wall 7 by heat insulation cementing layer 5.Resistance is split Resistance, because having a large amount of mesh, can be split net 3 through the material of the facing tack coat 2 of mesh and be coated with also by net 3 Bond with heat-insulation layer 4, resistance split net 3 primarily serve resistance split, contact, stresses re-distribution and enhancing is compound imitates The effects such as fruit.Net 3, heat-insulation layer 4, heat insulation cementing layer 5, anchor are split in decorative layer 1, facing tack coat 2, resistance Firmware 6 constitutes function and service layer 16.Function and service layer 16 utilizes the rod end of anchoring piece 6 to be fixed on body of wall 7.Bent-up bar 11 is then positioned at the two ends up and down of body of wall 7, and U-shaped reinforcing bar 10 is positioned at the periphery of body of wall 7, Both quantity, anchorage length can be by forming overall bearing capacity calculation with neighboring walls 7 or floorboard Determine with detailing requiments.
Fig. 3 is that bamboo of the present utility model-steel reinforced concrete closes reinforcement network shelf structure schematic diagram, as it is shown on figure 3, vertically Reinforcing bar 17, transverse steel 18, bamboo chip 19, thick bamboo tube 9, tension rib 8, U-shaped reinforcing bar 10 constitute body of wall The bamboo of 7-steel hybrid reinforcement space net rack.Transverse steel 18 is only located at the horizontal direction of body of wall 7 and lays, perpendicular Then laying along body of wall 7 vertical direction to reinforcing bar 17 and bamboo chip 19, U-shaped reinforcing bar 10 is laid in body of wall 7 Surrounding, thick bamboo tube 9 is vertically placed in the middle part of bamboo-steel hybrid reinforcement space net rack;Transverse steel in same plane 18, bamboo chip 19, vertical reinforcement 17 then constitute bamboo-steel mesh sheet, inside and outside tension rib 8 connecting wall 7 two The transverse steel 18 of side and vertical reinforcement 17;Vertical reinforcement 17, transverse steel 18, bamboo chip 19, thick bamboo tube 9, tension rib 8, U-shaped reinforcing bar 10 composition constitute bamboo-steel hybrid reinforcement space net rack, and mixed by pouring Solidifying soil and become there is lightweight, body of wall 7 that cost performance is high.
Fig. 4 is body of wall function and service layer cross sectional representation of the present utility model, as shown in Figure 4, body of wall Function and service layer 16 is to be split net 3 by decorative layer 1 by facing tack coat 2 and resistance to stick on heat-insulation layer 4, And then be fixed on body of wall 7 by heat insulation cementing layer 5 and anchoring piece 6, there is insulation, energy-conservation and decoration Etc. function.
Fig. 5 is anchor arrangement schematic diagram of the present utility model, as it is shown in figure 5, anchoring piece 6 be umbrella, Cross, L-shaped, T-shaped metal or Plastic device, its umbrella, cross, L-shaped, fourth Font termination is positioned at resistance and splits the outside of net 3, and its other end body of rod is inserted through heat-insulation layer 4, heat insulation cementing layer 5 Enter in body of wall 7, can use vertically according to stress characteristic anchoring piece 6, tilt medium mode and insert body of wall 7, Thus function and service layer 16 is fixed on body of wall 7.
Fig. 6 is U-shaped bar construction schematic diagram of the present utility model, as shown in Figure 6, and U-shaped reinforcing bar 10 cloth It is located at body of wall 7 periphery, for being connected with the U-shaped reinforcing bar 10 in neighboring walls 7 or floorboard, its quantity Determine by bearing capacity calculation and detailing requiments with anchorage length.
Of the present utility model it is further characterized in that described decorative layer 1 is for pottery facing tile, color glaze-surface Ceramic wall tile, mosaic, vitrified tile, concrete azulejo, colored fired brick, glass (brick), marble One or more in plate, coating, emulsion paint and metal veneer (brick) decoration materials or metal curtain product, Can be bonded as one with system by facing tack coat 2, rise decorate, beautify, waterproof, protect body of wall etc. Effect.
Of the present utility model it is further characterized in that described facing tack coat 2 and heat insulation cementing layer 5 are by epoxy The spy of resin, styrene-acrylic emulsion, phenolic resin, sand, mineral admixture, chopped strand, cement composition Plant mortar.Facing tack coat 2 can be identical with the composition material of heat insulation cementing layer 5, it is also possible to different;If The composition material of facing tack coat 2 and heat insulation cementing layer 5 can be different, and its difference is mainly reflected in contained each The percentage by weight planting material is different;Additionally, chopped strand can be alkali-resistant glass fibre, carbon fiber, bamboo Fiber, rock wool fibers, polyester fiber, Fypro, vinal, polyacrylonitrile fibre, One or more in polypropylene fibre and polyvinyl chloride fibre.
Of the present utility model be further characterized in that described resistance split net 3 be wire netting, plastic wire, carbon fibre web, One or more in glass fiber mesh, rock wool fibers net, organic fiber net.Split net 3 because of resistance to have greatly Amount mesh, can be coated with through mesh facing tack coat 2 and heat insulation cementing layer 5 material and with heat-insulation layer 4 Bonding, primarily serve resistance split, contact, anti-folding, put more energy into, stresses re-distribution and enhancing etc. act on.
Of the present utility model it is further characterized in that described heat-insulation layer 4 is for polystyrene foam plastics, polyurethane Foamed plastics, phenolic foam material, calcium silicate board, cement-foam panel, cement board, expansion vitrification One or several in bead plate, rubber-plastic sponge, glue powder polyphenyl particle, rock wool heat-preservation felt and foam concrete Plant compound, entirety can be bonded as by facing tack coat 2 and heat insulation cementing layer 5 with body of wall 7, play guarantor The effects such as gentleness is energy-conservation.
Of the present utility model it is further characterized in that described anchoring piece 6 is for umbrella, cross, L-shaped, T-shaped The metal of shape or Plastic device.Its umbrella, cross, L-shaped, T-shaped termination are positioned at resistance and split net Outside, its other end body of rod inserts in body of wall 7 through heat-insulation layer 4, heat insulation cementing layer 5, special according to stress Levy that anchoring piece 6 can use vertically, the mode such as inclination inserts body of wall 7, it is achieved thereby that by function and service layer 16 are fixed on body of wall 7 acts on.
Of the present utility model it is further characterized in that outside described tension rib 8 connecting wall 7 and inner side horizontal Reinforcing bar 18, vertical reinforcement 17, to form grid structure to strengthen the globality of body of wall 7.
Of the present utility model it is further characterized in that described thick bamboo tube 9 uses tung oil, iodo carbamate, the third ring In azoles, Tebuconazole, Cypermethrin, atoleine, ammoniacal copper quaternary, copper citrate, copper azoles, zinc naphthenate One or more carry out pest control and anticorrosion process, and its surface uses silicone coupling agents to carry out interface Reason.
Of the present utility model it is further characterized in that described sealing strip 12 is for EPT rubber packing bar, Ding Qing Rubber weather strip, neoprene packing bar, silica type sealing strip, rubber and plastic class sealing strip and Plastic seal One or more in bar.Sealing strip 12 is mainly used to cut off the Heat And Mass Transfer between external environment and body of wall 7, Play the minimizing cross-ventilation etc. that blends waterproof, anti-to act on, be conducive to improving the water resistance of this structural system And thermal resistance value.
Of the present utility model be further characterized in that described encapsulant 13 be silicone weather resistant glue, aluminate clay, One or more in sulfate clay, neoprene, butyl rubber, modified pitch.Encapsulant 13 note exists Between the function and service layer 16 of the upper and lower body of wall 7, play fixing seal bar 12, waterproof, anti-blend Reduce the effects such as cross-ventilation, jointly act on sealing strip 13 and be conducive to improving the water proofing property of this structural system Energy and thermal resistance value.
Of the present utility model it is further characterized in that described wallboard leveling support 15 is for being positioned at body of wall 7 end and watering Build one or more in steel plate within it, shaped steel or lead support plate.Wallboard leveling support 15 is mainly used Body of wall 7 elevation, inclination angle and corner etc. are regulated, in order to the upper and lower body of wall 7 essence during assembling Really assembling.
Of the present utility model it is further characterized in that described function and service layer 16 misplaces on body of wall 7, in order to Constructional waterproofing is formed between the function and service layer 16 of the upper and lower body of wall 7.
The length being further characterized in that described thick bamboo tube 9 of the present utility model can be put down with body of wall 7 upper and lower end parts Together, it is also possible to stretch out body of wall 7 end certain length.
It is further characterized in that described thick bamboo tube 9 of the present utility model if it stretches out body of wall 7 end certain length, Then the thick bamboo tube 9 of top wall panel can be used insertion, compression sleeve side with the thick bamboo tube 9 in lower floor's body of wall 7 Formula connects.
Of the present utility model be further characterized in that described thick bamboo tube 9 according to insert, compression sleeve mode connect, Then be inserted into the reinforcing bar of some and length at thick bamboo tube 9, and thick bamboo tube 9 connector area use grouting material, Clay, polymer mortar and high intensity grade mortar mode are filled, to improve body of wall connector area switching performance.
During enforcement, the U-shaped reinforcing bar 10 of the upper and lower body of wall 7, bent-up bar 11, transverse steel 18 Concreting is used to be integrated after being connected with floorboard.The utility model have insulation, energy-conservation, decoration, The advantages such as structure and function integration, cost performance height, lightweight, good integrity, its lateral resistance behavior is in Between shear wall structure and masonry structure, being applicable at seismic fortification intensity is 7 degree and ground, following town and country The multi-storey building system in district and villa house.
1, the utility model has insulation, energy-conservation, decoration, structure and the advantage such as function integration, lightweight, It is applicable to be 7 degree and the multi-storey building system of following both urban and rural area and villa is lived at seismic fortification intensity Residence.
2, the utility model uses with bamboo chip and vertical reinforcement is to indulge muscle, the transverse steel bamboo-steel reinforced concrete as horizontal bar Closing reinforcement network, reduce wall cost, its lateral resistance behavior is between shear wall structure and masonry structure, Function and structure needs can be met.
3, the utility model uses bamboo chip and thick bamboo tube can alleviate body of wall deadweight, and the body of wall of bamboo-steel hybrid reinforcement is made Valency economical rationality, cost performance is high, is suitable for both urban and rural area Urbanization Construction developing direction.
4, the utility model dry wall, plate and beam are connected by cast-in-place concrete at flooring and node, logical Cross different connected modes and form cast-in-place strong, Weak link node, reduce while reinforcement structure globality Situ wet work operations amount, assembly rate is up to more than 80%.
The foregoing is only preferred embodiment of the present utility model, not thereby limit guarantor of the present utility model Protect scope, every equivalent structure transformation utilizing the utility model description to be made, directly or Connect and be used in other relevant technical fields, be the most in like manner included in scope of patent protection of the present utility model.

Claims (10)

1. a combined wall board, including body of wall (7), is embedded with rack, body of wall (7) in body of wall (7) Outer surface is bonded with function and service layer (16), it is characterised in that body of wall (7) middle part is embedded with vertically Arrange and be used for alleviating the thick bamboo tube (9) that body of wall (7) is conducted oneself with dignity and increased body of wall (7) side bearing capacity;Bamboo The ring of cylinder (9) is combined formation and is used for increasing thick bamboo tube (9) and cast-in-place concrete bonding with cast-in-place concrete Intensity and the ring tie point of raising side bearing capacity.
Combined wall board the most according to claim 1, it is characterised in that rack includes vertically arranged And along thick bamboo tube (9) bamboo chip (19) circumferentially;The ring of bamboo chip (19) is combined with cast-in-place concrete Formation is used for increasing bamboo chip (19) and cast-in-place concrete adhesion strength and improving the ring of side bearing capacity even Contact.
Combined wall board the most according to claim 1, it is characterised in that rack includes vertically arranged And near the bamboo chip (19) of body of wall (7) two side walls layout;The ring of bamboo chip (19) and cast-in-place coagulation Soil combines formation and is used for increasing bamboo chip (19) and cast-in-place concrete adhesion strength and improving side bearing capacity Ring tie point.
Combined wall board the most according to claim 3, it is characterised in that rack also includes vertically cloth Put and along body of wall (7) lateral arrangement U-shaped reinforcing bar (10), arrange and along body of wall (7) in the horizontal direction The U-shaped reinforcing bar (10) that is longitudinally arranged, bent-up bar (11), vertically along body of wall (7) lateral arrangement The vertical reinforcement (17) arranged, the transverse steel (18) transversely arranged and horizontal along body of wall (7) Drawknot tension rib (8) on reinforcing bar intersection point.
Combined wall board the most according to claim 4, it is characterised in that body of wall offers use on (7) In fixing body of wall (7) position the supporting preformed hole (14) that pours body of wall (7).
Combined wall board the most according to claim 5, it is characterised in that body of wall (7) bottom is provided with use In adjusting the wallboard leveling support (15) that body of wall (7) balances.
Combined wall board the most according to any one of claim 1 to 6, it is characterised in that function is multiple Close layer (16) to include the heat insulation cementing layer (5) adhering on body of wall (7) side wall surface, adhere to be incubated and glue Knot layer (5) outer heat-insulation layer (4), adhere to the outer facing tack coat (2) of heat-insulation layer (4) and viscous Invest facing tack coat (2) decorative layer (1) outward.
Combined wall board the most according to claim 7, it is characterised in that pre-in facing tack coat (2) It is embedded with and splits net (3) for the resistance preventing facing tack coat (2) from rupturing.
Combined wall board the most according to claim 7, it is characterised in that body of wall (7) and function and service Be provided with between layer (16) and sequentially pass through facing tack coat (2) from outside to inside, net (3), heat-insulation layer are split in resistance (4), heat insulation cementing layer (5) and body of wall (7) for function and service layer (16) is anchored in body of wall (7) anchoring piece on side wall surface (6);Or anchoring piece (6) uses umbrella shape, T-shaped, cross Or L-shaped.
Combined wall board the most according to any one of claim 1 to 6, it is characterised in that function is multiple Close layer (16) bottom to be additionally provided with for seal that is waterproof and that seal;Seal uses sealing strip (12) And/or encapsulant (13).
CN201620148415.8U 2016-02-27 2016-02-27 Composite wallboard Active CN205369681U (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105604237A (en) * 2016-02-27 2016-05-25 中南大学 Composite wallboard
CN109057134A (en) * 2018-10-06 2018-12-21 曹昌仪 A kind of hollow brick of bamboo emptying aperture
CN118345971A (en) * 2024-06-13 2024-07-16 中顾国际工程咨询有限公司 Green wall body for building

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105604237A (en) * 2016-02-27 2016-05-25 中南大学 Composite wallboard
CN105604237B (en) * 2016-02-27 2019-09-20 中南大学 Combined wall board
CN109057134A (en) * 2018-10-06 2018-12-21 曹昌仪 A kind of hollow brick of bamboo emptying aperture
CN118345971A (en) * 2024-06-13 2024-07-16 中顾国际工程咨询有限公司 Green wall body for building

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