CN102776963A

CN102776963A - Insulating composite wall body of building

Info

Publication number: CN102776963A
Application number: CN2011101983232A
Authority: CN
Inventors: 吴淑环
Original assignee: Individual
Current assignee: Individual
Priority date: 2011-05-09
Filing date: 2011-07-04
Publication date: 2012-11-14

Abstract

The invention discloses an insulating composite wall body of a building and relates to a wall body of the building. The invention aims at solving the problems that the concrete bearing cantilever beam damages a concrete mold plate and the construction is inconvenient. The insulating composite wall body structurally comprises a building main body structure, a cantilever steel truss, a core layer and protecting layers, wherein the building main body structure is of a frame structure or a frame shear structure; the protecting layer is made of cement mortar; the core layer is made of macromolecular insulating materials, plant straws and paper honeycomb boards; the cantilever steel truss consists of steel rods and is provided with inclined rods in an erecting manner; the inner end of the cantilever steel truss is anchored with the building main body structure; the core layer is fixed inside and outside an inner frame of the building main body structure; the inner surface and the outer surface of the core layer are provided with the protecting layers; the core layer is connected with the protecting layers; net-shaped tensile materials are positioned in the protecting layers or alkali-resistant net cloth is bonded on the surfaces of the protecting layers; net-shaped tensile materials, steel bars and the cantilever steel truss are connected; therefore, the insulating composite wall body provided with the cantilever steel truss is formed. The insulating composite wall body disclosed by the invention has the advantages that the structure is simple, the safety is good, the construction is convenient, and the cost is low. The insulating composite wall body is a light energy-saving wall body and can meet the requirements such as curtain-wall decoration.

Description

A kind of building heat preservation combined wall

Technical field

The present invention relates to a kind of building heat preservation combined wall.

Background technology

One, some energy-saving wall technology are come the wire lath in fixing insulation layer exterior rendering topping with connector, and these connector rigidity are poor, do not prevent fires, or heat bridge is too many, as:

Be provided with wire lath in the topping of glue powder polyphenyl particle energy-saving heat-insulating body technique, with the bloated nail of lentor wire lath and basic unit's body of wall fixed when being connected with the building-block wall.

(it is the plastic sheet of an about 3mm of thickness, the about 30mm of width that these plastics connect bridge to connect bridge with plastics among the provincial standard DB23/1167 of Heilongjiang Province; Two ends have bayonet socket) the benzene plate module and the cast-in-situ concrete that will have a dovetail groove fixes, and these plastics connect bridge and are used for fixing the gauze wire cloth in the thick floated coat of the outside 22mm of benzene plate simultaneously.

It is all bad that lentor is followed closely the rigidity that is connected bridge with plastics, when insulation layer is thicker, is difficult to satisfy the requirement of secure fixation, benzene plate atrophy when catching fire, and the lentor nail is connected bridge with plastics plastics also melt very soon, and the outer protection layer is plastered to come off and still can be caused danger.

Steel wire net rack cement filled board is every square metre has 200 Φ, 2 cross one another oblique rollering steel silks, with the weight of oblique rollering steel silk fixed outer cement mortar floated coat, increases and conducts heat about 60%.

Two, applicant has proposed the patent of following 4 bodies of wall technology, and the combined wall of these 4 patents all has a common member: support the beam of encorbelmenting.There are problems in the disclosed supporting beam of encorbelmenting.

Patent 1, patent No. ZL200410002698.7, denomination of invention is the patent of " support is arranged, the anti-seismic heat-preservation combined wall of reinforced concrete external protection is arranged ".

Patent 2, number of patent application 200710167871.2, denomination of invention for " both sides be provided with reinforcing bar/with the combined wall of metal net plaster ", the patent of publication number CN101168977A.

Patent 3, number of patent application are 200910141007, and denomination of invention is " a kind of composite component of alkaline-resisting glass fiber net plasterer ", the patent of publication number CN101570981A.

Patent 4, number of patent application 201010253687.1, denomination of invention is " combined wall that a kind of both sides have net to plaster ", the patent of publication number CN101936046A.

Patent 1 is provided with steel and supports 2; Patent 2 is concrete hanging top supporting member 1-5; Patent 3 is the concrete hanging top supporting member, sees Instructions Page 10 the 7th row; Patent 4 is for supporting the beam spare 1-5 that encorbelments, and what this patent Figure 10, Figure 12 provided is concrete hanging top supporting member structure.

The topping in the composite thermal-insulating wall outside of patent 1 is formed by reinforcing bar, metal lath and plaster, hangs the curtain wall of plastering on steel supports through reinforcing bar.Why at that time applicant adopts steel to support in invention, is because the influence that the stone curtain wall decorating structure is installed.Shaped steel all was to penetrate insulation layer and basic unit's body of wall or fix with major structure of construction when stone curtain wall was installed; The shaped steel of stone curtain wall keel is fixed with the shaped steel that penetrates insulation layer again; Then stone curtain wall is connected with keel, adopts steel to support so receive the influence of stone curtain wall decorating structure.It is current when curtain wall decoration, billboard, anti-theft fence, sunbreaker and thick and heavy ornament are installed on composite thermal-insulating wall; All need shaped steel be penetrated insulation layer and basic unit's body of wall is fixed; Vertical and the about 0.8～1.2m of level interval of shaped steel, shaped steel quantity is many, and section is big; Heat output is many, greatly influences effects of energy saving and emission reduction.A high 80mm, the channel-section steel of wall thickness 5mm, section just reach 12.24

cm ²。Even only 1 of every square metre of metope, the revised coefficient of thermal conductivity of EPS plate just reach 0.12w/m approximately ².k, compare 0.05w/m ².k coefficient of thermal conductivity increase heat transfer 140%!

The steel of patent 1 usefulness shaped steel or steel plate welding supports the waste steel, and steel support increase is conducted heat too many, in the combined wall of sealing, is difficult to have effective anticorrosive measure; Can't keep in repair in the future; Can not guarantee 50 years durable yearss, steel supports and is not suitable for the heating area, is not suitable for severe cold area especially; Generally should not adopt, so follow-up patent 2, patent 3 and patent 4 all are to adopt the concrete bearing beam of encorbelmenting.

Fig. 9 of the present invention is exactly the concrete bearing beam construction figure that encorbelments, and concrete bearing is set encorbelments beam except avoiding shortcoming that steel supports, also in order to solve following problem:

1), the concrete bearing beam of encorbelmenting hangs outdoor reinforcing bar, gauze wire cloth and outdoor reinforcing bar binding form the reinforcing bar of being hung, the curtain wall of metal lath and plaster, depth of plastering 22～30mm increases the composite thermal-insulating wall fireproof performance, satisfies the fire endurance requirement.

2), the strand of hot bridging of Guttr board that bodies of wall such as sandwich heat preservation, insulation blocks are existed makes the point-like heat bridge, it is about 90% to reduce heat bridge, reduces the passage that heat runs off significantly, increases body of wall energy-saving heat preserving effect.

3), because the hole is provided with reinforcing bar; Conveniently take the heat-insulating bridge-cut-off measure at door and window hole; Reduce or cancel the passage of door and window hole heat loss, make that the energy-saving heat preserving performance of composite thermal-insulating wall can be considerably beyond the best thin heat-preserving wall of plastering of current energy-saving heat preserving effect.

4), help the combined wall durability.When thick plaster curtain wall topping and insulation layer were bonding, macromolecule adhesive was plastered between topping and the insulation layer in cement mortar, did not receive the ultraviolet ray irradiation, good endurance; And the high-molecular cement polymer mortar of the thin topping of plastering is directly shone by ultraviolet ray, and durability is bad.

There is following problem in beam but concrete bearing is encorbelmented:

1), on-the-spot formwork installs the concrete bearing beam of encorbelmenting, the reinforcing bar that supporting is encorbelmented in the beam is anchored in the concrete, on template, need punch, inconvenient template is installed, and destroys bigger, time-consuming to template.The beam if the precast concrete supporting is encorbelmented; Prefabricated amount too big (each standard width of a room in an old-style house average needs 3, and 10,000 square metres building needs 1500～1800 approximately, needs the prefabricated and transportation in place); And need there be the pre-embedded steel slab welding on steel plate and the agent structure rear end; Steel consumption is big, welding capacity is big, and the construction trouble is more infeasible.Therefore, no matter be cast-in-place installation or the prefabricated installation concrete bearing beam of encorbelmenting, construction is all very inconvenient, and this becomes and adopts the encorbelment obstacle of beam of concrete bearing.

2), concrete bearing is encorbelmented, and beam is inconvenient to be connected with steel work.

Does available other member substitute the concrete bearing beam of encorbelmenting, and has both played the concrete bearing beam action of encorbelmenting, and convenient construction does not destroy template again, and conveniently is connected with steel work?

Three, the technology of energy-saving heat-insulating wall curtain wall decoration installation does not at present solve, and the curtain wall decoration fire prevention is bad, catches fire like CCTV's building big fire, ten thousand prosperous restaurants, Shenyang, is exactly the burning of curtain wall inner thermal insulating layer.

Summary of the invention

The purpose of this invention is to provide a kind of building heat preservation combined wall, particularly be provided with a kind of building heat preservation combined wall of the steel truss of encorbelmenting, to solve the problem that background technology proposes.

A kind of building heat preservation combined wall of the present invention: the present invention includes major structure of construction, the steel truss of encorbelmenting, sandwich layer, netted tensile materials, topping; Said major structure of construction is frame construction, the frame structure that concrete structure, steel work, wooden construction and masonry post form; Said sandwich layer is macromolecule heat insulating material, straw, honeycomb card board, thermal insulation mortar plate, can be two kinds of materials inside and outside the said sandwich layer, and the sandwich layer of said diverse location also can be different materials; Said netted tensile materials is wire lath or alkaline-resisting screen cloth or bamboo reinforcement net; Said topping is cement mortar or fine gravel concrete plaster layers, or is the fine gravel concrete plaster layers of the cement mortar of modification or modification; The said steel truss of encorbelmenting is formed the plane steel truss of encorbelmenting by steel pole, or forms the space steel truss of encorbelmenting by steel pole, and the said steel truss of encorbelmenting is provided with brace, the inner of the steel truss of encorbelmenting and major structure of construction anchoring; Said sandwich layer not only is fixed between the inside casing of beam or plate and post or wall of major structure of construction, also is fixed on the outside of beam or plate and the post or the wall of major structure of construction; At the surfaces externally and internally matcoveredn of sandwich layer, sandwich layer is connected with topping; The installation position of said netted tensile materials is equipped with following 3 kinds; 1), netted tensile materials is positioned at outdoor protection layer select the 1st kind to install or select for use simultaneously multiple installation:; Or alkaline-resisting screen cloth sticks on the outdoor protection layer surface, and netted tensile materials is connected with the steel truss of encorbelmenting; 2), netted tensile materials is positioned at indoor protection layer, or alkaline-resisting screen cloth sticks on the indoor protection layer surface; 3), netted tensile materials overlaps external protection in the hole each other and sockets, a kind of building heat preservation combined wall of insulation outside forming.

The present invention is with the crucial difference of public technology:

A kind of building heat preservation combined wall claim 1 of the present invention setting encorbelment steel truss and major structure of construction anchoring; Be used to hang the floated coat that the outside is provided with netted tensile materials; With described first problem of background technology: come the wire lath in fixing insulation layer exterior rendering topping to compare good rigidity, reliable and secure with connector.

Claim 2 of the present invention becomes the steel truss of encorbelmenting with the beam of encorbelmenting of the applicant concrete bearing of public technology combined wall; Through being installed in the outdoor vertical reinforcement on the steel truss of encorbelmenting, reaching the netted tensile materials that is connected with outdoor vertical reinforcement and hang the floated coat that the outside is provided with netted tensile materials.

Of the present invention encorbelment steel truss neither the steel of steel plate or section steel manufacture support, the beam of neither concrete bearing encorbelmenting, it is the steel truss that a kind of steel pole is made, steel truss one end and major structure of construction are fixed, and become the steel truss of encorbelmenting.Say that from design theory this steel truss of encorbelmenting designs by steel work and truss theory, rather than by the concrete bearing of the concrete structure Design Theory beam of encorbelmenting.Say that from job practices construction and installation and the concrete bearing that the present invention is applied to the steel truss of encorbelmenting of the body of wall technology beam of encorbelmenting is diverse.Say from technique effect; The steel truss of encorbelmenting that the present invention is applied to body of wall technology not only can be born the function of use requirement of beam of encorbelmenting of former concrete bearing, and has avoided the encorbelment shortcoming of beam of concrete bearing, has enlarged the scope of application again; Have easy for installation; Reduce cost, increase body of wall energy-saving heat preserving effect, the advantage of wide application; And shear-stable diagonal member spare conveniently is set, and improve the anti-shearing bearing capacity of combined wall, favourable building aseismicity, these effects all are that the concrete bearing of the public technology beam of encorbelmenting is not available.

Technique effect of the present invention:

1, the present invention is applied to the steel truss that is generally used for roofing in the body of wall technology, adopts the steel truss of encorbelmenting.Both can in concrete, be connected with the steel truss of encorbelmenting by pre-embedded steel slab during installation, but also the steel pole of the steel truss of encorbelmenting is installed in embedded bar or bar planting.The installation steel truss of encorbelmenting does not destroy concrete template, easy construction.Netted tensile materials easily directly is connected with the steel truss of encorbelmenting, and the inconvenient and concrete bearing of the netted tensile materials of the public technology beam of encorbelmenting is connected.And outdoor vertical reinforcement is connected with the steel truss of encorbelmenting, than with the concrete bearing beam outer end steel plate welding simpler (but crotch is connected, also can weld) of encorbelmenting, save manual work and welding material consumption, easy construction be installed.

2, the steel truss of encorbelmenting has overcome the public technology concrete bearing inconvenient shortcoming that is connected with steel work of beam of encorbelmenting; The steel truss of encorbelmenting is not only convenient to be connected with steel work; Also make things convenient for and be connected with wooden construction; On wooden construction, steel plate is installed, just can be connected, or the steel pole of the steel truss of encorbelmenting is that screw rod directly is connected with wooden construction with the steel truss of encorbelmenting with bolt.Therefore can combined wall of the present invention be applied to timber buildings.Encorbelment steel truss and the concrete bearing of the present invention beam ratio of encorbelmenting has enlarged the scope of application, this be concrete bearing encorbelment beam can not than.

3, the encorbelment section of steel truss is generally less than the concrete bearing beam of encorbelmenting, and reduces and conducts heat.With the maximum plane of the application quantity steel truss of encorbelmenting is example, the insulation layer of the steel truss both sides of encorbelmenting on the plane or be referred to as in the slit that sandwich layer reserves the thickness of cement injection polymer mortar and be generally 40mm and get final product the about 140～180mm of the height of the steel truss of encorbelmenting.The polymer mortar coefficient of thermal conductivity is 0.93w/mk with reference to cement mortar, increases wall heat transfer coefficient 0.001～0.002w/m approximately ²K.Concrete coefficient of thermal conductivity 1.54w/mk, the beam specifications section of encorbelmenting generally need 100 * 120mm, increase wall heat transfer coefficient 0.003～0.004w/m approximately ²K.Therefore, the not only convenient construction of steel truss of encorbelmenting is set, and reduces wall heat transfer coefficient, increase body of wall energy-saving heat preserving effect.

4, the fireproof performance of the steel truss of encorbelmenting of the present invention is higher than lentor nail or plastics connection bridge far away.The steel truss of encorbelmenting of the present invention is the primary structure member as structure; Satisfy the ultimate limit state designing requirement, and lentor nail or plastics connection bridge not bearing carriers, can not calculate with structural theory; Do not satisfy the ultimate limit state designing requirement, the two degree of safety is not comparable.

5, a kind of building heat preservation combined wall of the present invention setting convenient facade moulding of complex design on combined wall of steel truss of encorbelmenting, the moulding of horn of plenty elevation of building provides convenience, and this is that the concrete bearing of the public technology beam of encorbelmenting is not available.

6, a kind of building heat preservation combined wall of the present invention can improve the anti-shearing bearing capacity of combined wall, favourable building aseismicity at arranged outside shear-stable diagonal member spare.

7, the invention solves the structure of exterior wall hangers such as decorative curtain wall, billboard or solar opto-electronic board are installed on exterior wall external insulation composite wall body, solved the said composite thermal-insulating wall curtain wall of background technology fireproof problem.

With public technology ratio openly; The invention provides simple structure; Convenient construction reduces the combined wall technology of engineering cost, and its safety is not less than or is higher than current security requirement such as the embodiment one, two that builds fragility infilled walls such as figuline building blocks wall or air-entrained concrete building block wall by laying bricks or stones.The present invention also provides the combined wall that can satisfy the structural limits state design; Have the degree of safety same with major structure of construction; Embodiment three～11 for example, its safety be higher than far away current generally can not be by the filled wall of ultimate limit state design, and because the steel truss of encorbelmenting is set; Construction is simple, can satisfy the requirement of different building function of use.

Do you how to confirm to select for use the body of wall of which kind of safe class in the engineering? Should be in the use according to building character; Different like building height, the building function of use is different, seismic fortification intensity is different, wind load is different not equal; The building RELIABILITY DESIGN standard of confirming is different, thereby selects the heteroid combined wall of the present invention for use.

Combined wall of the present invention has defeats a force with a tenderness, and consumes shear-stable ability in geological process and the plane.A kind of building heat preservation combined wall of the present invention can have simultaneously lightweight, energy-saving heat preserving good, satisfy that fire protection requirement, good endurance, antidetonation wind resistance, safety of structure are good, simple structure, easy construction, excellent properties such as cheap.

Accompanying drawing:

Fig. 1 be the combined wall of embodiment one～four at the window place vertical cross section, a sandwich layer part is positioned at major structure of construction, another part is positioned at the major structure of construction outside;

Fig. 2 is the enlarged drawing of Fig. 1 node A, and the heat insulation break bridge structure hole is represented at the hole, and the hole is with the good heat insulating material of fire protection flame retarding;

Fig. 3 is the combined wall of embodiment one～five; Another kind of joint construction figure above the door and window mouth, door and window mouth top absolute altitude is an absolute altitude under the beam, door and window is directly installed under the beam; Door and window mouth top does not need horizontal reinforcement in the installation room, inside and outside socket that steel wire is inner to be connected with major structure of construction;

Fig. 4 is a kind of sandwich layer of embodiment three and the combined wall vertical cross section of masonry compound tense, and expression embodiment nine is provided with the sketch map that the bloated nail of plastics sockets;

Fig. 5 is the another kind of sandwich layer of embodiment three and the combined wall vertical cross section of masonry compound tense, and expression embodiment nine is provided with the sketch map that the bloated nail of plastics sockets;

Fig. 6 is the combined wall horizontal sectional drawing of embodiment one～five, and a sandwich layer part is positioned at major structure of construction, and another part is positioned at the major structure of construction outside;

Fig. 7 is embodiment three external hanging type composite insulation wall vertical cross sections;

Fig. 8 is embodiment three external hanging type composite insulation wall horizontal sectional drawings;

Fig. 9 is the concrete bearing beam construction figure that encorbelments;

Figure 10 is the steel truss sketch map of encorbelmenting;

Figure 11 is the another kind of organigram of steel truss of encorbelmenting;

Figure 12 is one of door and window mouth stiffener 12 scheme of installations of embodiment two;

Figure 13 be embodiment two door and window mouth stiffener 12 scheme of installations two;

Figure 14 is the embodiment four indoor anchor bar arrangement diagrams that are provided with;

Figure 15 is the outdoor bi-steel arrangement diagram of the combined wall window of embodiment five, and steel plate is partly represented in blacking between the bi-steel;

Figure 16 is the outdoor reinforcing bar of the window of embodiment one～four, the steel truss arrangement diagram of encorbelmenting;

Figure 17 is the outdoor bi-steel arrangement diagram of the external heat insulating composite wall arc-shaped window of embodiment seven;

Figure 18 is embodiment eight outdoor reinforcing bars, steel plate band arrangement diagram;

Figure 19 sockets the installation sectional drawing inside and outside the bloated nail of embodiment nine plastics;

Figure 20 is that embodiment nine is provided with small rack 19 and sockets the netted tensile materials sectional drawing of indoor and outdoor;

Figure 21 is that embodiment nine is provided with the netted tensile materials sectional drawing of fastener 18 installations.

Figure 22 is embodiment ten installs shear-stable diagonal member spare on the steel truss of encorbelmenting an exterior wall front elevation view;

Figure 23 is the encorbelment steel truss scheme of installation of embodiment 11 in the combined wall outside;

Figure 24 is that embodiment 11 has the steel truss of encorbelmenting in the combined wall outside, forms combined wall horizontal profile sketch map outstanding or the depression moulding.

About description of drawings:

1, curve is represented netted tensile materials among the figure, representes all among the figure that netted tensile materials is installed in the centre of topping.

2, the represented hole of the combined wall of Fig. 1～Fig. 8 all is the heat-insulating bridge-cut-off hole.Fig. 6 representes that the hole sandwich layer is a thermal insulation mortar, inside and outside socket line and be arranged in thermal insulation mortar.All the other figure represent that all the hole sandwich layer is a rock wool, socket the inside and outside reinforcing bar in hole inside and outside socket line and should be positioned at the hole core layer surface, rock wool promptly reclines.Fig. 2 is the hole enlarged diagram, representes various material adhesives for whole, but this figure can not the complete reaction truth because rock wool is compressible, inside and outside socket the surface of line can be flat with the rock wool surface.But so on figure, socket line inside and outside just can't representing,, except that Fig. 2, Fig. 6, socket the middle cavity that line 9 is positioned at polyurethane foam glue and rock wool inside and outside among the figure, otherwise represent unintelligible for socketing being connected of line 9 and reinforcing bar inside and outside clear the expression.In fact do not have this cavity, indoor vertical side is plastered, outdoor vertical side is plastered or the paste heat-preserving bar, and the polyurethane sealant of door and window installation, all is linked as integral body with the inside and outside line bonding that sockets.

Embodiment

Embodiment one: see Fig. 1～Fig. 3, Fig. 6, Figure 10, Figure 11, a kind of building heat preservation combined wall of present embodiment is made up of major structure of construction 1, the steel truss 1-5 that encorbelments, sandwich layer 3, netted tensile materials 5, topping 8; Said major structure of construction 1 is frame construction, the frame structure that concrete structure, steel work, wooden construction and masonry post form; Said sandwich layer 3 is macromolecule heat insulating material, straw, honeycomb card board, thermal insulation mortar plate, can be two kinds of materials inside and outside the said sandwich layer 3, and the sandwich layer 3 of said diverse location also can be different materials; Said netted tensile materials 5 is wire lath 5-2 or alkaline-resisting screen cloth 5-1 or bamboo reinforcement net 5-3; Said topping 8 is cement mortar or fine gravel concrete plaster layers, or is the fine gravel concrete plaster layers of the cement mortar of modification or modification; The said steel truss 1-5 that encorbelments forms the plane steel truss of encorbelmenting by steel pole, or forms the space steel truss of encorbelmenting by steel pole, and the said steel truss 1-5 that encorbelments is provided with brace, the inner of the steel truss 1-5 that encorbelments and major structure of construction 1 anchoring; Said sandwich layer 3 not only is fixed between the inside casing of beam or plate and post or wall of major structure of construction 1, also is fixed on the outside of beam or plate and the post or the wall of major structure of construction 1; At the surfaces externally and internally matcoveredn 8 of sandwich layer 3, sandwich layer 3 is connected with topping 8; The installation position of said netted tensile materials 5 is equipped with following 3 kinds; 1), netted tensile materials 5 is positioned at outdoor protection layer 8 select the 1st kind to install or select for use simultaneously multiple installation:; Or alkaline-resisting screen cloth 5-1 sticks on outdoor protection layer 8 surfaces, and netted tensile materials 5 is connected with the steel truss 1-5 that encorbelments; 2), netted tensile materials 5 is positioned at indoor protection layer 8, or alkaline-resisting screen cloth 5-1 sticks on indoor protection layer 8 surfaces; 3), netted tensile materials 5 overlaps external protection in the hole 8 each other and sockets, a kind of building heat preservation combined wall of insulation outside forming.

Door and window hole can have following two kinds of structures, selects one and selects for use: 1), on the sandwich layer 3 of door and window hole, topping 8 is set, forming the hole has the heat bridge structure; 2), door and window is installed on the hole sandwich layer 3 the formation hole heat insulation break bridge structure.

When sandwich layer is the macromolecule heat insulating material; Heat-insulating bridge-cut-off hole sandwich layer should be the good heat insulating material of fireproof performance; Like thermal insulation mortar, glue powder polyphenyl particle; Rock wool, foam glass, foam cement, phenolic resins and combustibility reach the good heat insulating material of fireproof performances such as polyurethane of B1 level, and existing insulation effect has the effect of fireproof topping again, can form hole heat insulation break bridge structure.Therefore, the sandwich layer of diverse location can be different materials.

Can be two kinds of materials inside and outside the said sandwich layer, be macromolecule heat insulating material and the bonding composite plate of honeycomb card board like sandwich layer.Its advantage is, the honeycomb card board burning-point is higher, and the EPS plate when 70 spend with regard to atrophy, heat insulation honeycomb card board preferably has protective effect to macromolecule EPS plate, can be bonding in advance compoundly installs again, is used for special hot area in summer.Also compound like sandwich layer and cement fibrolite plate or calcium silicate board with microporous bonding, become compound sandwich layer and install again, construction is plastered more convenient.

Embodiment two: see Fig. 1～Fig. 3, Fig. 6, Figure 12, Figure 13, the difference of present embodiment and embodiment one is that present embodiment increases door and window mouth stiffener 12; Said door and window mouth stiffener 12 is positioned at the indoor and outdoor topping in door and window hole bight, and door and window mouth stiffener 12 is provided with in door and window bicker portion, sees Figure 12, or door and window mouth stiffener 12 is seen Figure 13 along the setting of door and window mouth periphery; Netted tensile materials 5 sockets indoor and outdoor door and window mouth stiffener 12 each other.

The weakest position of body of wall is exactly the hole rotation angle position, door and window mouth stiffener 12 is set helps avoiding the hole cracking.Available Φ 4 galvanizing steels are as door and window mouth stiffener, and are easy for installation, good endurance.Figure 13 is provided with the installation most convenient along door and window mouth periphery.

Embodiment one, the dual-purpose steel truss of encorbelmenting is hung outdoor netted tensile materials and floated coat, connects bridge with lentor nail, plastics fixedly safety is good than current.

Figure 10 establishes the outer end the convenient wire lath and the reinforcing bar installed of steel pole of reset bar and Figure 11 outer end.Carry out internal force analysis according to the truss theory, the steel pole of the steel truss outer end of encorbelmenting of Figure 10 is that internal force is the rod member of " 0 ".

When steel truss is encorbelmented in installation, should open a little gap (or being referred to as groove), in gap, seal with polyurethane foam glue in the sandwich layer part.But the steel pole chromium plating of the steel truss of encorbelmenting, zinc-plated anticorrosion, but chromium plating, zinc-plated anticorrosion must carrying out at special factory are inconvenient in the application.Therefore, also can in the gap of sandwich layer, pour into cement polymer mortar, the encorbelment steel pole of steel truss of cement polymer mortar protection avoids corrosion.Because the forfeiture of steel work depression bar is stable to be the danger that very easily takes place, and need avoid by steel work and truss inner forces calculation.Encorbelment steel truss and cement polymer mortar is bonded as one, and rigidity is big, and be stable more favourable to the steel truss forfeiture of avoiding encorbelmenting.

When being heat insulation break bridge structure at the hole, the hole should be provided with alkaline-resisting screen cloth, easy construction; When there are cement mortar or pea gravel concreten topping heat bridge structure in the hole, in the opening protection layer gauze wire cloth can be set, also can be alkaline-resisting screen cloth, or alkaline-resisting screen cloth stick on the topping surface.

The present invention is light because of sandwich layer, so the sandwich layer specification can be big, and convenient in carrying, the bonding seam is few, easy construction.When but sandwich layer was the macromolecule heat insulating material, cementitious materials should be macromolecule adhesive or contains the polymer cement or the polymer mortar of bonding adhesive.

Applicant finds that the combined wall of topping and sandwich layer secure bond has very big rigidity through for a long time to the combined wall performance study, for example evidence, and the plaster composite plate of each 30mm of sandwich layer EPS plate thickness 140mm, both sides is at 2.5KN/m ²The vertical load effect under, the about 3mm of amount of deflection, through the adjustment core layer thickness can guarantee the rigidity that combined wall is required, can satisfy the serviceability limit state designing requirement.

Embodiment three: see Fig. 1～Fig. 6, Figure 10, Figure 11, Figure 14, Figure 16, the difference of present embodiment and embodiment one is: present embodiment increase outdoor reinforcing bar 7, indoor reinforcing bar 6, inside and outside socket line 9; Said sandwich layer 3 also can be mineral wool, lightweight masonry, or the indoor of said sandwich layer 3 also has masonry panel 3-2, and sandwich layer 3 is connected with masonry panel 3-2, becomes the sandwich layer 3 compound with masonry panel 3-2; Said outdoor reinforcing bar 7 comprises outdoor vertical reinforcement 7-1, outdoor horizontal reinforcing bar 7-2; Said indoor reinforcing bar 6 comprises indoor vertical reinforcing bar 6-1, indoor horizontal reinforcing bar 6-2; Said outdoor vertical reinforcement 7-1 is connected with the steel truss 1-5 that encorbelments, or outdoor vertical reinforcement 7-1 is connected with major structure of construction 1, sees Figure 16; 1), that outdoor horizontal reinforcing bar 7-2 is positioned at outdoor door and window hole is upper and lower said outdoor horizontal reinforcing bar 7-2 has one of following mounting means or following two kinds of mounting meanss is arranged simultaneously:; 2), between the outdoor vertical reinforcement 7-1 of outdoor horizontal reinforcing bar 7-2 position body of wall beyond door and window hole; Outdoor horizontal reinforcing bar 7-2 is connected with outdoor vertical reinforcement 7-1, or/and outdoor horizontal reinforcing bar 7-2 is connected with the steel truss 1-5 that encorbelments; The beam slab anchoring of said indoor vertical reinforcing bar 6-1 and major structure of construction 1, indoor reinforcing bar 6 only is positioned at the door and window hole edge; Or indoor reinforcing bar 6 not only is positioned at the door and window hole edge, also is provided with indoor vertical reinforcing bar 6-1 beyond the stressed sphere of action of edge reinforcement at the hole; Indoor horizontal reinforcing bar 6-2 two ends are connected with indoor vertical reinforcing bar 6-1, and indoor horizontal reinforcing bar 6-2 is set in the door and window hole bottom, see Fig. 1, Fig. 3, or on door and window hole top indoor horizontal reinforcing bar 6-2 are set also, see Fig. 1; Or indoor horizontal reinforcing bar 6-2 also to be arranged on post or the joist anchor of other position and major structure of construction 1 solid; Said outdoor reinforcing bar 7, indoor reinforcing bar 6 lay respectively in outdoor, the indoor topping 8; The netted tensile materials 5 of indoor and outdoor is connected with indoor reinforcing bar 6, outdoor reinforcing bar 7 respectively; 1), sandwich layer 3 not only is fixed between the inside casing of beam or plate and post or wall of major structure of construction 1, also is fixed on the outside of beam or plate and the post or the wall of major structure of construction 1 said sandwich layer 3 has following two kinds of mounting meanss, selects one and selects for use:; 2), sandwich layer 3 all is fixed on beam, plate, the post of major structure of construction 1, the outside of wall, forms the external hanging type combined wall; Socketing line 9 inside and outside said has following mounting means, selects the 1st kind to install or multiple installation: 1), inside and outside socket line 9 outdoor reinforcing bar 7 be connected with indoor reinforcing bar 6; 2), inside and outside socket line 9 and be embedded in the major structure of construction 1, inside and outside socket line 9 outdoor reinforcing bar 7 be connected with major structure of construction 1; 3) socketing line 9, sockets the netted tensile materials 5 of indoor and outdoor each other; 4) socketing line 9, is connected the netted tensile materials 5 of a side with the opposite side reinforcing bar; But inside and outside socket line 9 levels and socket or oblique socketing.

Because outdoor reinforcing bar is set, present embodiment can strengthen the distance of the steel truss of encorbelmenting than embodiment one.When indoor reinforcing bar 6 is only arranged at the door and window hole edge, be equivalent to pin the door and window hole of combined wall, increase safety than embodiment one, two.Under the reliable layer by layer bonding condition of composite thermal-insulating wall, the curved design that receives of composite thermal-insulating wall can be carried out according to the theory of concrete structure.10.1.4 bar regulation in " Code for design of concrete structures " GB50010: the spacing of steel bar stress in the plate, when thickness of slab is not more than 150mm, should not be greater than 200mm; When thickness of slab during greater than 150mm, should not be greater than 250mm.In other words, indoor vertical reinforcing bar of the present invention is as the steel bar stress of combined wall indoor, and its stressed sphere of action is in each 125mm of reinforcing bar both sides.Therefore, when indoor reinforcing bar 6 only was positioned at door and window hole, the indoor netted tensile materials beyond indoor vertical reinforcing steel bar bear sphere of action can not be connected with major structure of construction.When indoor reinforcing bar 6 not only is positioned at the door and window hole edge; When also being provided with indoor vertical reinforcing bar 6-1 in the indoor protection layer 8 beyond the stressed sphere of action of hole edge reinforcement; Safer, in this case, sandwich layer also can all be fixed on beam, plate, the post of major structure of construction 1, the outside of wall; Form the external hanging type combined wall, see Fig. 7, Fig. 8.

Concrete slab of outside building has, encorbelmenting such as balcony, rain takes, tiltedly during roof panel, outdoor vertical reinforcement can directly be fixed with the concrete suspension bridging piece of major structure of construction, hole that bar planting is fixed or embedded bar etc. fixed, and sees Figure 16.

Remove door and window hole and the outdoor horizontal reinforcing bar is set, can make things convenient for the colligation wire lath with external position.

The indoor of sandwich layer 3 also has masonry panel 3-2 to be applicable to one deck exterior wall, increases anti-theft security property.Masonry panel can be only in the beneath window setting, and promptly the window top is still the sandwich layer 3 of light heat insulation material, convenient construction, otherwise possibly need under the agent structure beam lintel is installed, pretty troublesome, there is no need, see Fig. 4, Fig. 5.

Present embodiment sockets hole indoor and outdoor reinforcing bar because of the hole sockets line inside and outside having, so the hole not necessarily need be provided with netted tensile materials, expression has alkaline-resisting screen cloth among the figure, is the structure when socketing line 9 inside and outside representing not to be provided with.

The outdoor vertical reinforcement of present embodiment both can be welded to connect with the steel truss of encorbelmenting, and also can hang on the exterior angle of the steel truss of encorbelmenting at outdoor vertical reinforcement upper end crotch; Outdoor vertical reinforcement lower end also can be connected with steel truss outer end " 0 " the bar colligation of encorbelmenting.So outdoor vertical reinforcement is connected with the steel truss of encorbelmenting than being connected much simple with the concrete bearing beam of encorbelmenting.The brace of steel truss of encorbelmenting bears pulling force usually, though the brace of the steel truss of encorbelmenting also can bear pressure (change of brace direction), it is stressed good not as bearing pulling force to bear pressure.Or outdoor vertical reinforcement also can with the steel plate welding of welding on the steel truss of encorbelmenting.

The netted tensile materials 5 of indoor and outdoor is connected with outdoor reinforcing bar 7, indoor reinforcing bar 6 respectively and is meant wire lath or bamboo reinforcement net

Be connected with outdoor reinforcing bar, indoor reinforcing bar binding, or alkaline-resisting screen cloth sticks in the topping or surperficial, through with topping

Bonding, and topping bonds and is connected with outdoor reinforcing bar, indoor reinforcing bar, makes alkaline-resisting screen cloth and outdoor reinforcing bar, indoor steel

Muscle connects.It is more favourable than adopting alkaline-resisting screen cloth that wire lath is adopted in the present embodiment outside, because wire lath and reinforcing bar binding,

Be connected safer through reinforcing bar with the steel truss of encorbelmenting.

Inside and outside socket line and can be for example stainless steel wire of wire, also can be chemical fiber rope, plastic ties, if permanent socketing adopts stainless steel wire to be advisable.

Embodiment four: see Fig. 1～Fig. 8, Figure 10, Figure 11, Figure 14, Figure 16; The difference of one of present embodiment and embodiment one～three is; Present embodiment increases anchor bar 2; The beam or the plate anchoring of said anchor bar 2 and major structure of construction 1, or/and anchor bar 2 is solid with the post or the joist anchor of major structure of construction 1, said anchor bar 2 is an end and major structure of construction 1 anchoring only; Anchor bar 2 other ends are positioned at topping 8, and the length of anchor bar 2 satisfies and indoor netted tensile materials 5 overlap joint connection requests.

The quantity that anchor bar can reduce indoor vertical reinforcing bar is set, and convenient construction reduces reinforcing bar consumption.The beam of anchor bar and major structure of construction 1 or plate anchoring during also with the post of major structure of construction or load bearing wall anchoring, can be brought into play the stress performance of the netted tensile materials in indoor, make combined wall become two-way slab, and stress performance is better.The specification of anchor bar is generally Φ 4 galvanizing steels, good endurance, and the thickness of favourable attenuate indoor plastering topping.But there is major structure of construction to give prominence to when the combined wall outside under outdoor, anchor bar also is set, see Figure 16, also like grade beam or sole plate.

In the present embodiment " length of anchor bar 2 satisfies and indoor netted tensile materials 5 overlap joint connection requests "; General overlap joint connects length and is about 100～200mm; If topping is cement polymer mortar or cement polymer concrete; Lap length can be lacked, and the lap length of conventional cement mortar topping is longer.

Embodiment five: see Figure 14, present embodiment and embodiment three or fours' difference is that the outdoor reinforcing bar 7 of present embodiment is a bi-steel arranged side by side; Or/and indoor reinforcing bar 6 is a bi-steel arranged side by side; Between outdoor reinforcing bar 7 arranged side by side; Or/and between indoor reinforcing bar 6 arranged side by side, reinforcing bar formation jack truss formula is set constructs or steel plate is set or welds block shaped steel, form a kind of a kind of building heat preservation combined wall that has bi-steel arranged side by side to add competent structure.

Present embodiment provides at the combined wall hole anti-theft fence has been installed, and reaches the possibility that thick and heavy decoration is installed at an arbitrary position.And both guaranteed safety, do not increased the heat bridge that shaped steel penetrates insulation layer again.Should confirm that the reinforcing bar at which position is a bi-steel arranged side by side according to the position of use needs.

When outdoor reinforcing bar 7 was bi-steel arranged side by side, indoor reinforcing bar 6 can be bi-steel arranged side by side, also can be single steel bar, with inside and outside socket steel wire and socket.Indoor reinforcing bar 6 is stressed when big, can strengthen indoor reinforcing bar 6 diameters, that is to say that indoor reinforcing bar 6 can not exclusively corresponding setting with outdoor reinforcing bar 7.When on indoor wall, needing suspension weight such as electric water heater, indoor bi-steel can be set in the position of needs, should confirm according to concrete instructions for use.

Embodiment six: see 15; Present embodiment and embodiment three, four or fives' difference is; Present embodiment is at steel truss encorbelment beam 1-5 outer end welding steel or block shaped steel, and the shaped steel keel that exterior wall hangers such as decorative curtain wall, billboard or solar opto-electronic board are installed and steel truss are encorbelmented beam 1-5 outer end steel plate or/and be connected with steel plate or block shaped steel on the reinforcing bar 4 arranged side by side; Or the direct and alternative outdoor reinforcing bar 7 of the shaped steel that exterior wall hangers such as decorative curtain wall, billboard or solar opto-electronic board are installed, form the structure that exterior wall hangers such as decorative curtain wall, billboard or solar opto-electronic board are installed on a kind of building heat preservation combined wall.During curtain wall decoration, the steel truss case bay of encorbelmenting should be encrypted, and satisfies the curtain wall designing requirement.

For preventing stack effect, in the air space between curtain wall decoration surface layer and topping of the present invention, answer the layering shutoff, for example the most simply be to use the cement mortar shutoff, or with the good material of other fireproof performance.

The steel truss of encorbelmenting comprises plane form steel truss, the space form steel truss of encorbelmenting of encorbelmenting, and the steel truss connection arranged side by side of encorbelmenting of two planes can be formed the space form steel truss of encorbelmenting, or adopts alternate manner to form the space form steel truss of encorbelmenting.The space form steel truss of encorbelmenting is mainly used in the installation of curtain wall uniform thickness refitting jewelry or hanger.Encorbelment steel truss outer end weldable steel plate or block shaped steel, outside reinforcing bar or the shaped steel keel of decorating or install billboard are connected with steel plate or shaped steel; Shaped steel also can directly be welded in the steel truss outer end of encorbelmenting, more than select according to the use needs.

Embodiment seven: referring to Figure 17, the difference of one of present embodiment and embodiment three～six is that reinforcing bar 16 is hung in the present embodiment increase, and substitutes the outdoor horizontal reinforcing bar 7-2 at hole or also substitute indoor horizontal reinforcing bar 6-2 with arch steel 17; The said reinforcing bar 16 of hanging has and outdoorly hangs reinforcing bar 16-1 or also have the indoor reinforcing bar 16-2 that hangs; The said arch steel 17 outer arcuate reinforcing bar 17-1 that has family, or also have indoor arch steel 17-2; Hanging reinforcing bar 16 1 ends hangs arch steel 17; The indoor reinforcing bar 16-2 other end of hanging is connected with the beam or the plate of major structure of construction 1; The outdoor other end of hanging reinforcing bar 16-1 is connected with outdoor horizontal reinforcing bar 7-2, or the outdoor other end of hanging reinforcing bar 16-1 is connected with the steel truss 1-5 that encorbelments; Hang reinforcing bar 16 oblique installations or vertical the installation; Outdoor arch steel 17-1 two ends are connected with outdoor vertical reinforcement 7-1, and indoor arch steel 17-2 two ends are connected with indoor vertical reinforcing bar 6-1; Arch steel 17 is an arc bi-steel arranged side by side, between arch steel arranged side by side 17, reinforcing bar is set forms jack truss formula structure or steel plate is set or the block shaped steel of local welding, forms the arc door and window hole; Or between arch steel 17 and adjacent outdoor horizontal reinforcing bar 7-2, indoor horizontal reinforcing bar 6-2, reinforcing bar is set forms jack truss formula structure or steel plate is set or the block shaped steel of local welding, form the arc door and window hole.

When door and window is circular or semicircle, adopt present embodiment.When the beam on the door and window mouth is designed to the arc beam, then need not use arch steel 17 to substitute indoor horizontal reinforcing bar 6-2, not need the indoor reinforcing bar 16-2 that hangs, can install by the structure of Fig. 2 or Fig. 6.

Embodiment eight: see Figure 18, the difference of one of embodiment and embodiment three～seven is: present embodiment increases steel plate band 70, and said steel plate band 70 is fixed with the steel truss 1-5 that encorbelments; Vertical reinforcement 7-1 outside the fixed chamber on steel plate band 70, inside and outside socket line 9 outdoor vertical reinforcement 7-1 be connected with indoor vertical reinforcing bar 6-1, but inside and outside socket line 9 levels and socket or oblique socketing.

Present embodiment can be encrypted the packing density of the outdoor vertical reinforcement 7-1 and the indoor vertical reinforcing bar 6-1 of correspondence.The spacing that inside and outside guaranteeing, sockets line 9 is up to specification, and when satisfying requirement of strength, combined wall can carry out bending Design by two muscle square-section, helps the huge horizontal loading of combined wall opposing, like the attack of hurricane, typhoon.

Embodiment nine: see Fig. 1～Fig. 8, Figure 19～Figure 21; The difference of one of present embodiment and embodiment one～eight is: present embodiment increases bloated nail 40 of plastics and connecting line 14; Expand nail 40 of plastics is made up of outer tube 40-1 and core bar 40-2; There is disk cap 40-1-1 outer tube 40-1 outer end, and there is bar head 40-2-2 core bar 40-2 outer end; The bloated nail 40 of plastics is fixing with major structure of construction 1 with sandwich layer 3; Nail 40 is fixed sandwich layer 3 with masonry panel 3-2 or/and plastics expand, and the outer tube 40-1 of the bloated nail 40 of plastics or the outer end of core bar 40-2 are connected with outdoor reinforcing bar 7 or/and outdoor netted tensile materials 5 with connecting line 14; Or between bloated nail 40 of plastics and netted tensile materials 5, lay small rack 19, and the outer tube 40-1 of the bloated nail 40 of plastics or the outer end of core bar 40-2 are connected with small rack 19 with connecting line 14, and connecting line 14 is connected with outdoor reinforcing bar 7 or/and outdoor netted tensile materials 5; Said connecting line 14 is wire or plastic cord or chemical fibre line.

1), make things convenient for the installation of external hanging type combined wall sandwich layer present embodiment has following effect:, because in major structure of construction, socket line inside and outside pre-buried, it is inconvenient that the sandwich layer construction is installed again.2), help accurately installing gauze wire cloth, be located at the topping center.The invar silk screen has camber, does not take measures to be positioned at the topping center.The outer end colligation iron wire of plastics bloated nail outer tube or core bar is connected with netted tensile materials, and the bloated nail of plastics has not only played sandwich layer and the fixing effect of major structure of construction like this, has also played the effect that sockets with netted tensile materials.Its advantage is, can be at any time in the construction as required position, the plastics nail that expands is installed is socketed easy construction, minimizing manual work and material cost with connecting line and outdoor netted tensile materials.

Inside and outside socket the effect that nail 40 sockets inside and outside all playing of expanding of line 9 and plastics, but the problem that solves is different.Draw on time the indoor and outdoor reinforcing bar is permanent, or for when the combined wall root increases the anti-shearing bearing capacity in combined wall sloping section, should select the stainless steel wire take-up strap that sockets line 9 inside and outside Φ 2.5～Φ 3.0 for use.Inside and outside socket line 9 when the netted tensile materials 5 of indoor and outdoor is socketed each other, get final product with the stainless steel wire colligation of Φ 1.0, between gauze wire cloth and sandwich layer, can be lined with a small rack 19, see Figure 23, can guarantee that the distance of netted tensile materials and sandwich layer is accurate.The pulling force of the bloated nail 9 of plastics is little, but easy for installation, fixing netted tensile materials during convenient construction.The plastic ties durability is bad, and the plastic ties colligation can be used for socketing each other of the netted tensile materials of indoor and outdoor, and it is temporary fixed to be used to construct.

Also provide other to guarantee the way of the accurate distance between netted tensile materials and the sandwich layer: fastener 18 to be set by Figure 24; There is barb the termination of fastener 18; Fastener 18 fastens netted tensile materials 5, and is fixing through barb and sandwich layer 3, thereby netted tensile materials 5 is fixing with insulation layer 3.

Present embodiment and other guarantee that the way of the accurate distance between netted tensile materials and the sandwich layer is the way that guarantees the accurate distance between netted tensile materials and the sandwich layer in the construction in order to solve.

Embodiment ten: see Figure 22; The difference of one of present embodiment and embodiment one～nine is; Present embodiment increases shear-stable diagonal member spare 2, in the outer end of the steel truss 1-5 that encorbelments shear-stable diagonal member spare 2 is installed, and said shear-stable diagonal member spare 2 is reinforcing bar, steel plate or shaped steel; Said shear-stable diagonal member spare 2 is oblique setting, and shear-stable diagonal member spare 2 is connected with the steel truss 1-5 that encorbelments, or shear-stable diagonal member spare 2 is connected with major structure of construction 1.

Present embodiment can further improve the anti-shearing bearing capacity of combined wall, favourable building aseismicity.Shear-stable diagonal member spare can be positioned at the topping of plastering, and also can be positioned at one unique scenery of the outer formation of the topping of plastering.The steel truss of encorbelmenting of the present invention is convenient installs shear-stable diagonal member spare, and the described concrete bearing of the background technology beam of encorbelmenting can not be installed shear-stable diagonal member spare.

Encorbelment the steel truss outer end when shear-stable diagonal member spare is installed, often need the space steel truss of encorbelmenting.

Embodiment 11: see Figure 23, Figure 24; The difference of one of present embodiment and embodiment one～ten is; 1), the inner and the outdoor protection layer 8 interior reinforcing bars of the steel truss 1-5 that encorbelments fix the steel truss 1-5 that encorbelments of present embodiment can also have following mounting means, confirms according to the use needs:; 2), the inner of the steel truss 1-5 that encorbelments is positioned at the wire lath 5-2 of outdoor protection layer 8, the anchorage length requirement is satisfied in the inner of the steel truss 1-5 that encorbelments; 3), the inner of the steel truss 1-5 that encorbelments is positioned at the wire lath 5-2 of outdoor protection layer 8, with inside and outside socket will encorbelment the inner and the indoor reinforcing bar 6 mutual drawknots of steel truss 1-5 of steel wire 9 and fix, see Fig. 9; Formation is encorbelmented at the steel truss 1-5 that encorbelments in the combined wall outside, is used for the outer facade moulding of combined wall.

The inner that is the steel truss of encorbelmenting of the present invention is except can be by embodiment one and major structure of construction or basic unit's body of wall fixing, and also can there be following three kinds of mounting meanss the inner of the steel truss of encorbelmenting of present embodiment: 1), fix with the reinforcing bar in the topping; 2), encorbelment the inner of steel truss is positioned at the wire lath that external protection plasters and satisfies the anchorage length requirement; 3), the inner of the steel truss of encorbelmenting is positioned at the wire lath that external protection is plastered, with inside and outside socket will encorbelment the inner of steel truss of steel wire and fix with the mutual drawknot of reinforcing bar of combined wall inboard.Present embodiment can form abundant elevation of building moulding with being intended to the combined wall metope.

Encorbelment the inner of steel truss is positioned at the wire lath that external protection is plastered, and when satisfying anchorage length and requiring, reliably bonds the safety that can guarantee to install the steel truss of encorbelmenting between topping and the insulation layer because of through the interfacial agents of plastering being plastered in the outside.If also through inside and outside will the encorbelment steel truss or fix of steel wire that sockets by reinforcing steel bar frame and indoor reinforcing bar that the steel truss of encorbelmenting is formed; And it is reliably bonding between topping and the insulation layer through the interfacial agents of plastering to be plastered in the outside, the safety that more can guarantee to install the steel truss of encorbelmenting.During concrete the application, select for use according to stressed size.

The concrete bearing of the public technology beam of encorbelmenting can not be installed by present embodiment; The present invention adopts the steel truss horn of plenty elevation of building moulding of encorbelmenting that convenience is provided widely; This is that the concrete bearing of the public technology beam of encorbelmenting is not available, and the concrete bearing beam of encorbelmenting is difficult to the elevation of building moulding that provides abundant.

Some explanation about a kind of building heat preservation combined wall of the present invention:

1, the fine gravel concrete plaster layers of the cement mortar of modification according to the invention or modification is meant:

1), add Admixture, flyash, stone flour, waterproof agent, water-loss reducer, resistance and split the cement mortar of fiber and other material modification or the pea gravel concreten of modification, fiber is split in resistance has polypropylene chopped strand, alkali-proof glass chopped strand, hemp cut etc.

2), also comprise cement polymer mortar or the cement polymer concrete that adds water-loss reducer, macromolecule adhesive formation.Have particularly that reinforcement location such as door and window mouth edge are local is advisable as topping with cement polymer elasticity mortar or cement polymer elastic concrete, this has following effect: a), resistance is split, the increase durable years is favourable; B), prevent the better effects if of corroding from can reduce the protective layer thickness of plastering than conventional cement mortar or concrete protective reinforcing bar; To connect steel disc when c), making things convenient for door and window to install and the cement polymer elastic mortar fixedly secures.

3), also comprise magnesia cement.When adopting magnesia cement, netted tensile materials is best with the bamboo reinforcement net, and the also available bamboo reinforcement of trimming bar substitutes, and bamboo reinforcement is connected with pre-buried bar splicing, can be used in the simple construction.

2, about fire prevention and steel bar anti-corrosion erosion problem.

Evidence, sandwich layer are the EPS plate, during protective layer thickness 25mm, and fire endurance 74 minutes.For guaranteeing that reinforcing bar prevents the protective layer thickness requirement of corroding; Can groove (for example on polymer sandwich layer, forming groove with cutter or electric iron) be set on the sandwich layer of reinforcement location having, exterior-applied liquid medicine mud polymer elasticity mortar plastering in reinforcing bar, the protective layer thickness of plastering is not less than 15mm; Guarantee the anticorrosion requirement; The cement mortar floated coat thickness of all the other positions of combined wall is not less than 22mm, with the minimizing artificial material consumption of plastering, and guarantees that fire endurance is not less than 1 hour.And require to adjust the protective layer thickness of plastering, or in the indoor light steel keel gypsum board is installed and is increased fireproof performance according to fire endurance.

When 3, sandwich layer is the macromolecule heat insulating material, bonding bonding between topping and the insulation layer through the brushing interfacial agents, interfacial agents should be by the I invent multi patent construction of patent No. ZL200810170949.0.Or surperficial fluted at insulation layer, topping is connected with insulation layer.Seam connects with polyurethane foam is gluing in succession between the sandwich layer, also can be fluted, protruding at the mutual seam crossing of sandwich layer, and groove, convexity can be blocked connection each other, and the mounting core interval velocity is fast.

4, install about door and window; The hole is when having the topping of insulation effect, and the outdoor vertical reinforcement at hole or the indoor vertical reinforcing bar at hole are connected with major structure of construction, and steel plate is installed on trimming bar, and the connection steel disc of door and window is connected with steel plate.During the hole is not provided with agent structure is connected reinforcing bar; Topping in suggestion opening protection layer and the about 50～100mm width in door and window hole both sides is the cement polymer elastic mortar; Door and window is pasted with the sealing of polyurethane foam glue, and will connect steel disc and cement polymer elastic mortar secure fixation with steel nail.

5, door and window hole is carried out waterproof, and particularly combined wall windowsill waterproof is extremely important, and combined wall should be provided with waterproofing course at the hole, and particularly windowsill is provided with waterproofing course.Recommend to adopt polyethylene polypropylene composite of water-proof coiled material, PVC waterproof roll as hole waterproofing course or waterproof and dampproof layer.

6, also can on combined wall indoor and outdoor metope, damp-proof course be installed as required, as pasting polyester folder aluminium foil (PET//AL//PET) composite plastic film on the indoor wall, light steel keel gypsum board be installed again, the electrical equipment cabling is arranged in the keel.

Claims

1. building heat preservation combined wall, it comprises major structure of construction (1), sandwich layer (3), netted tensile materials (5), topping (8); Said major structure of construction (1) is frame construction, the frame structure that concrete structure, steel work, wooden construction and masonry post form; Said sandwich layer (3) is macromolecule heat insulating material, straw, honeycomb card board, thermal insulation mortar plate, and said sandwich layer (3) is inside and outside can be two kinds of materials, and the sandwich layer of said diverse location (3) also can be different materials; Said netted tensile materials (5) is wire lath (5-2) or alkaline-resisting screen cloth (5-1) or bamboo reinforcement net (5-3); Said topping (8) is cement mortar or fine gravel concrete plaster layers, or is the fine gravel concrete plaster layers of the cement mortar of modification or modification; It is characterized in that; It also comprises the steel truss of encorbelmenting (1-5); The said steel truss of encorbelmenting (1-5) is formed the plane steel truss of encorbelmenting by steel pole; Or form the space steel truss of encorbelmenting by steel pole, the said steel truss of encorbelmenting (1-5) is provided with brace, the inner of the steel truss of encorbelmenting (1-5) and major structure of construction (1) anchoring; Said sandwich layer (3) not only is fixed between the inside casing of beam or plate and post or wall of major structure of construction (1), also is fixed on the outside of beam or plate and the post or the wall of major structure of construction (1); At the surfaces externally and internally matcoveredn (8) of sandwich layer (3), sandwich layer (3) is connected with topping (8); The installation position of said netted tensile materials (5) is equipped with following 3 kinds; 1), netted tensile materials (5) is positioned at outdoor protection layer (8) select the 1st kind to install or select for use simultaneously multiple installation:; Or alkaline-resisting screen cloth (5-1) sticks on outdoor protection layer (8) surface, and netted tensile materials (5) is connected with the steel truss of encorbelmenting (1-5); 2), netted tensile materials (5) is positioned at indoor protection layer (8), or alkaline-resisting screen cloth (5-1) sticks on indoor protection layer (8) surface; 3), netted tensile materials (5) overlaps external protection in the hole (8) each other and sockets, a kind of building heat preservation combined wall of insulation outside forming.

2. a kind of building heat preservation combined wall according to claim 1 is characterized in that, it also comprise outdoor reinforcing bar (7), indoor reinforcing bar (6), inside and outside socket line (9); Said sandwich layer (3) also can be mineral wool, lightweight masonry, or the indoor of said sandwich layer (3) also has masonry panel (3-2), and sandwich layer (3) is connected with masonry panel (3-2), becomes and the compound sandwich layer (3) of masonry panel (3-2); Said outdoor reinforcing bar (7) comprises outdoor vertical reinforcement (7-1), outdoor horizontal reinforcing bar (7-2); Said indoor reinforcing bar (6) comprises indoor vertical reinforcing bar (6-1), indoor horizontal reinforcing bar (6-2); Said outdoor vertical reinforcement (7-1) is connected with the steel truss of encorbelmenting (1-5), or outdoor vertical reinforcement (7-1) is connected with major structure of construction 1; 1), that outdoor horizontal reinforcing bar (7-2) is positioned at outdoor door and window hole is upper and lower said outdoor horizontal reinforcing bar (7-2) has one of following mounting means or following two kinds of mounting meanss is arranged simultaneously:; 2), outdoor horizontal reinforcing bar (7-2) is positioned between the outdoor vertical reinforcement (7-1) of position body of wall beyond the door and window hole; Outdoor horizontal reinforcing bar (7-2) is connected with outdoor vertical reinforcement (7-1), or/and outdoor horizontal reinforcing bar (7-2) is connected with the steel truss of encorbelmenting (1-5); The beam slab anchoring of said indoor vertical reinforcing bar (6-1) and major structure of construction (1), indoor reinforcing bar (6) only is positioned at the door and window hole edge; Or indoor reinforcing bar (6) not only is positioned at the door and window hole edge, also is provided with indoor vertical reinforcing bar (6-1) beyond the stressed sphere of action of edge reinforcement at the hole; Indoor horizontal reinforcing bar (6-2) two ends are connected with indoor vertical reinforcing bar (6-1), and indoor horizontal reinforcing bar (6-2) is set in the door and window hole bottom, or on door and window hole top indoor horizontal reinforcing bar (6-2) are set also; Or indoor horizontal reinforcing bar (6-2) also to be arranged on post or the joist anchor of other position and major structure of construction (1) solid; Said outdoor reinforcing bar (7), indoor reinforcing bar (6) lay respectively in outdoor, the indoor topping (8); The netted tensile materials of indoor and outdoor (5) is connected with indoor reinforcing bar (6), outdoor reinforcing bar (7) respectively; 1), sandwich layer (3) not only is fixed between the inside casing of beam or plate and post or wall of major structure of construction (1), also is fixed on the outside of beam or plate and the post or the wall of major structure of construction (1) said sandwich layer (3) has following two kinds of mounting meanss, selects one and selects for use:; 2), sandwich layer (3) all is fixed on beam, plate, the post of major structure of construction (1), the outside of wall, forms the external hanging type combined wall; Socketing line (9) inside and outside said has following mounting means, selects the 1st kind to install or multiple installation: 1), inside and outside socket line (9) outdoor reinforcing bar (7) be connected with indoor reinforcing bar (6); 2), inside and outside socket line (9) and be embedded in the major structure of construction (1), inside and outside socket line (9) outdoor reinforcing bar (7) be connected with major structure of construction (1); 3) socketing line (9), sockets the netted tensile materials of indoor and outdoor (5) each other; 4) socketing line (9), is connected the netted tensile materials of a side (5) with the opposite side reinforcing bar; Inside and outside socket line (9) but level sockets or oblique socketing.

3. a kind of building heat preservation combined wall according to claim 1 and 2; It is characterized in that it also comprises anchor bar (2), the beam or the plate anchoring of said anchor bar (2) and major structure of construction (1); Or/and anchor bar (2) is solid with the post or the joist anchor of major structure of construction (1); Said anchor bar (2) is an end and major structure of construction (1) anchoring only, and anchor bar (2) other end is positioned at topping (8), and the length of anchor bar (2) satisfies and indoor netted tensile materials (5) overlap joint connection request.

4. a kind of building heat preservation combined wall according to claim 1 and 2 is characterized in that said outdoor reinforcing bar (7) is a bi-steel arranged side by side; Or/and indoor reinforcing bar (6) is a bi-steel arranged side by side; Between outdoor reinforcing bar (7) arranged side by side; Or/and between indoor reinforcing bar arranged side by side (6); Reinforcing bar formation jack truss formula is set constructs or steel plate is set or welds block shaped steel, form a kind of a kind of building heat preservation combined wall that has bi-steel arranged side by side to add competent structure.

5. a kind of building heat preservation combined wall according to claim 2 is characterized in that said outdoor reinforcing bar (7) is a bi-steel arranged side by side; Or/and indoor reinforcing bar (6) is a bi-steel arranged side by side; Between outdoor reinforcing bar (7) arranged side by side; Or/and between indoor reinforcing bar arranged side by side (6); Reinforcing bar formation jack truss formula is set constructs or steel plate is set or welds block shaped steel, form a kind of a kind of building heat preservation combined wall that has bi-steel arranged side by side to add competent structure.

6. according to claim 2 or 5 described a kind of building heat preservation combined walls; It is characterized in that; At steel truss encorbelment beam (1-5) outer end welding steel or block shaped steel, the shaped steel keel that exterior wall hangers such as decorative curtain wall, billboard or solar opto-electronic board are installed and steel truss are encorbelmented beam (1-5) outer end steel plate or/and be connected with steel plate or block shaped steel on the reinforcing bar (4) arranged side by side; Or the direct and alternative outdoor reinforcing bar (7) of the shaped steel that exterior wall hangers such as decorative curtain wall, billboard or solar opto-electronic board are installed, form the structure that exterior wall hangers such as decorative curtain wall, billboard or solar opto-electronic board are installed on a kind of building heat preservation combined wall.

7. a kind of building heat preservation combined wall according to claim 4; It is characterized in that; At steel truss encorbelment beam (1-5) outer end welding steel or block shaped steel, the shaped steel keel that exterior wall hangers such as decorative curtain wall, billboard or solar opto-electronic board are installed and steel truss are encorbelmented beam (1-5) outer end steel plate or/and be connected with steel plate or block shaped steel on the reinforcing bar (4) arranged side by side; Or the direct and alternative outdoor reinforcing bar (7) of the shaped steel that exterior wall hangers such as decorative curtain wall, billboard or solar opto-electronic board are installed, form the structure that exterior wall hangers such as decorative curtain wall, billboard or solar opto-electronic board are installed on a kind of building heat preservation combined wall.

8. according to claim 2,5 or 7 described a kind of building heat preservation combined walls, it is characterized in that it also comprises hangs reinforcing bar (16), and substitute the outdoor horizontal reinforcing bar (7-2) at hole or also substitute indoor horizontal reinforcing bar (6-2) with arch steel (17); The said reinforcing bar (16) of hanging has and outdoorly hangs reinforcing bar (16-1) or also have the indoor reinforcing bar (16-2) of hanging; Said arch steel (17) the outer arcuate reinforcing bar (17-1) of having family, or also have indoor arch steel (17-2); Hanging reinforcing bar (16) one ends hangs arch steel (17); Indoor reinforcing bar (16-2) other end of hanging is connected with the beam or the plate of major structure of construction (1); The other end of chamber/hang outward reinforcing bar (16-1) is connected with outdoor horizontal reinforcing bar (7-2), or the outdoor other end of hanging reinforcing bar (16-1) is connected with the steel truss of encorbelmenting (1-5); Hang oblique installation of reinforcing bar (16) or vertical the installation; Outdoor arch steel (17-1) two ends are connected with outdoor vertical reinforcement (7-1), and indoor arch steel (17-2) two ends are connected with indoor vertical reinforcing bar (6-1); Arch steel (17) is an arc bi-steel arranged side by side, between arch steel arranged side by side (17), reinforcing bar is set forms jack truss formula structure or steel plate is set or the block shaped steel of local welding, forms the arc door and window hole; Or between arch steel (17) and adjacent outdoor horizontal reinforcing bar (7-2), indoor horizontal reinforcing bar (6-2), reinforcing bar is set forms jack truss formula structure or steel plate is set or the block shaped steel of local welding, form the arc door and window hole.

9. a kind of building heat preservation combined wall according to claim 4 is characterized in that, it is characterized in that, it also comprises hangs reinforcing bar (16), and substitutes the outdoor horizontal reinforcing bar (7-2) at hole or also substitute indoor horizontal reinforcing bar (6-2) with arch steel (17); The said reinforcing bar (16) of hanging has and outdoorly hangs reinforcing bar (16-1) or also have the indoor reinforcing bar (16-2) of hanging; Said arch steel (17) the outer arcuate reinforcing bar (17-1) of having family, or also have indoor arch steel (17-2); Hanging reinforcing bar (16) one ends hangs arch steel (17); Indoor reinforcing bar (16-2) other end of hanging is connected with the beam or the plate of major structure of construction (1); The outdoor other end of hanging reinforcing bar (16-1) is connected with outdoor horizontal reinforcing bar (7-2), or the outdoor other end of hanging reinforcing bar (16-1) is connected with the steel truss of encorbelmenting (1-5); Hang oblique installation of reinforcing bar (16) or vertical the installation; Outdoor arch steel (17-1) two ends are connected with outdoor vertical reinforcement (7-1), and indoor arch steel (17-2) two ends are connected with indoor vertical reinforcing bar (6-1); Arch steel (17) is an arc bi-steel arranged side by side, between arch steel arranged side by side (17), reinforcing bar is set forms jack truss formula structure or steel plate is set or the block shaped steel of local welding, forms the arc door and window hole; Or between arch steel (17) and adjacent outdoor horizontal reinforcing bar (7-2), indoor horizontal reinforcing bar (6-2), reinforcing bar is set forms jack truss formula structure or steel plate is set or the block shaped steel of local welding, form the arc door and window hole.

10. according to claim 2,5,7 or 9 described a kind of building heat preservation combined walls, it is characterized in that it also comprises steel plate band (70), said steel plate band (70) is fixing with the steel truss (1-5) of encorbelmenting; Vertical reinforcement (7-1) outside steel plate band (70) is gone up fixed chamber, inside and outside socket line (9) outdoor vertical reinforcement (7-1) be connected with indoor vertical reinforcing bar (6-1), inside and outside socket line (9) but level sockets or oblique socketing.

11. a kind of building heat preservation combined wall according to claim 3 is characterized in that it also comprises steel plate band (70), said steel plate band (70) is fixing with the steel truss (1-5) of encorbelmenting; Vertical reinforcement (7-1) outside steel plate band (70) is gone up fixed chamber, inside and outside socket line (9) outdoor vertical reinforcement (7-1) be connected with indoor vertical reinforcing bar (6-1), inside and outside socket line (9) but level sockets or oblique socketing.

12. according to claim 2,5,7,9 or 11 described a kind of building heat preservation combined walls; It is characterized in that; It also comprises shear-stable diagonal member spare (2); Shear-stable diagonal member spare (2) is installed in outer end at the steel truss of encorbelmenting (1-5), and said shear-stable diagonal member spare (2) is reinforcing bar, steel plate or shaped steel; Said shear-stable diagonal member spare (2) is oblique setting, and shear-stable diagonal member spare (2) is connected with the steel truss of encorbelmenting (1-5), or shear-stable diagonal member spare (2) is connected with major structure of construction (1).