CN103572866A - Assembly type wall - Google Patents

Abstract

The invention provides an assembly type wall, and relates to a compound insulation wall of a building. The problem that the known insulation wall plate has lots of thermal bridges and is poor in durability is solved. The assembly type wall is characterized in that a prefabricated insulation wall plate is mounted and is connected with a main body structure of a building; net-shaped tensile materials are arranged in tack coats of the prefabricated insulation wall plate and the main body structure of the building; the net-shaped tensile materials of the prefabricated insulation wall plate are connected with the main body structure of the building in an anchored manner; seams of the prefabricated insulation wall plate are connected with one another; and a protecting layer and a hole protecting layer meet the requirement of fire endurance, so that the assembly wall is formed. The assembly wall is convenient to construct, high in mounting speed, high in structure safety and high in durability, and facilitates housing industrialization and building aseismicity.

Description

A kind of assembling body of wall

Technical field

The present invention relates to a kind of assembling body of wall in building.

Background technology

Housing industrialization policy is being carried out by country, has now many prefabricated heat preservation wall plate techniques, but is mostly partition wallboard.Exterior wall is because being subject to the impact of the mal-conditions such as the variation of the temperature that degrades, colds and heat succeed each other of wind and rain and freeze thawing, at present perfect assembling wall structure and the mounting method of neither one all the time.The problem that existing Prefabricated heat-insulation wall plate exists is mainly:

1, the reinforcing bar that Prefabricated heat-insulation wall plate is connected with agent structure or crab-bolt corrosion; inside and outside arranging, some Prefabricated heat-insulation wall plates socket reinforcing bar or steel wire; socketing reinforcing bar or steel wire is common iron; through insulation layer, inside and outside reinforcing bar is socketed; there is no the protection of strong concrete alkaline environment; be easy to corrosion, durability is bad.The body of wall of the prefabricated concrete sandwich style heat-insulation wall plate of the U.S. before more than 20 year, now seam crossing reinforcing bar corrodes, and Russia also need not this wallboard.Because being subject to structure restriction, as very short in the reinforcing steel bars exposed that Prefabricated heat-insulation wall plate bottom is connected with agent structure, about 10mm; polyurethane foam glue sealing for this 10mm space, fusion length is too short, does not meet and connects regulation; and weld seam does not have the protection of strong basicity environment, be easy to corrosion.

2, gaping of joints, ventilative, energy-saving heat preserving is bad.

The frame structure building of development zone, Harbin City development & construction before 5 years, the large wallboard of prefabricated thermal insulation for exterior wall, at prefabricated panel edge or door and window hole place be provided with the light steel of thin-walled, in agent structure, there is built-in fitting; light-gauge steel section and the welding of agent structure beam column; by crab-bolt, prefabricated panel and agent structure beam column are fixed, not only steel consumption is large again.And winter along the seam crossing dewfall of prefabricated panel, mouldy, become mildewed, and cause wood flooring warpage.Although use is heat-insulation wall plate, because of ventilative, indoor heat insulating is also bad.

Some Prefabricated heat-insulation wall plates are provided with at termination side the topping of plastering; mostly these toppings of plastering are cement mortar or add the light weight sand mortar of light heat insulation material; because its coefficient of thermal conductivity is much larger than the insulation layer in prefabricated panel; form heat bridge; and seam crossing often seals bad, cause energy-saving heat preserving bad.During installation multiplex reinforcing bar as crab-bolt level through Prefabricated heat-insulation wall plate, by Prefabricated heat-insulation wall plate with beam column fixedly time, the heat bridge of generation heat transfer, and perishable.

3, inside and outside two-layer Prefabricated heat-insulation wall plate installation is done in have side fascia is divided, and these wallboards often only have glass screen cloth in the topping of plastering, and door and window mouth does not add competent structure; the stressed weakness of door and window mouth; possible wallboard is dangerous, stressed indefinite, and increases prefabricated and installation cost.

4, fire protection construction measure is indefinite.

5, the Prefabricated heat-insulation wall plate of some inside and outside arrangements of reinforcement, steel content is high, and interior external protection is thick, Heavy Weight, unfavorable building aseismicity, and prefabricated installation is all inconvenient.

6, highrise building and seismic areas building, under earthquake or wind action, the displacement of building occurred level.The light filling body of wall of installing, comprises lightweight assembling body of wall and light filling masonry, all major structure of construction internal force is made a difference.The anti-seismic construction of Japan is too complicated, the Yu Yan of cost Gao，Jian Beijing City Building Design Inst. article " the connection structure of Japanese architecture wallboard ".Whether does available simple structure meet shockproof requirements?

The problems referred to above cause assembling body of wall poor durability, energy-saving heat preserving effect is bad, cost is high, unfavorable to building aseismicity.In the face of the situation of China's housing industrialization, both energy-saving heat preserving was good for neither one all the time, can guarantee safe prefabricated heat preservation wall plate technique again in making, transport, install and using for a long time.

Applicant has been applied for several patents about energy-saving wall technical elements, but all belongs to the body of wall patented technology that site operation is installed, and the patented technology of Prefabricated heat-insulation wall plate is not provided.The prefabricated heat preservation wall plate technique that housing industrialization policy needs batch production to produce, with accelerating construction progress.

For addressing the above problem, the present invention proposes a kind of assembling body of wall.

Summary of the invention

The object of this invention is to provide a kind of assembling body of wall, to solve the problem described in background technology.

A kind of assembling body of wall of the present invention, it comprises major structure of construction and prefabricated panel, described prefabricated panel comprises Prefabricated heat-insulation wall plate and non-heat insulation prefabricated wallboard; Described major structure of construction is concrete frame structure, steel reinforced concrete frame structure, frame structure, steel framed structure, the combination frame structure of concrete and steel, steel wood frame construction, or be bamboo wood frame construction, or in the framework of major structure of construction, be also provided with extra-column;

Described Prefabricated heat-insulation wall plate is combined wall board, and combined wall board comprises sandwich layer, topping, netted tensile materials; Described sandwich layer is inorganic or organic insulation material, and described sandwich layer is identical heat insulating material, or is different heat insulating materials at the sandwich layer of diverse location; Described topping is cement mortar or layer of concrete, or the described topping cement mortar that is modification or the layer of concrete of modification, or described topping cement fibrolite plate, calcium silicate board with microporous; The external surface of topping is plane, or the external surface of topping is matsurface; Or described Prefabricated heat-insulation wall plate is steel wire net rack cement filled board;

The both sides of described sandwich layer are provided with topping, or a local side matcoveredn ，Huo local reduction is provided with topping, and sandwich layer is connected with topping; Netted tensile materials is positioned at topping, or Alkali-resisting fiberglass mesh or basalt fibre screen cloth also Pasting is at protective layer, netted tensile materials can be selected a kind of or select multiple installation simultaneously;

Described topping meets fire endurance requirement;

On the cross section of Prefabricated heat-insulation wall plate surrounding, can be provided with or not be provided with topping;

Or described prefabricated panel is the non-heat insulation prefabricated wallboard of light weight aggregate concrete plate, concrete core unit, and straw plate, honeycomb card board;

With cementitious materials, Prefabricated heat-insulation wall plate is pasted and is connected with major structure of construction; In the termination of the one or both ends of Prefabricated heat-insulation wall plate and the cementitious materials adhesive linkage of major structure of construction bonding, netted tensile materials is installed, by netted tensile materials by Prefabricated heat-insulation wall plate and major structure of construction anchor connection; Or also by crab-bolt, Prefabricated heat-insulation wall plate and major structure of construction are fixed;

During assembling assembling body of wall, can bulk Prefabricated heat-insulation wall plate be installed by hole or the standard width of a room in an old-style house, or press stick Prefabricated heat-insulation wall plate is installed, and by the connection connected with each other of the Prefabricated heat-insulation wall plate of stick, form at the construction field (site) bulk Prefabricated heat-insulation wall plate.

The present invention and the key difference technical characterictic of public technology are:

1, embodiment of the present invention one " in the termination of the one or both ends of Prefabricated heat-insulation wall plate and the cementitious materials adhesive linkage of major structure of construction bonding, netted tensile materials is installed; by netted tensile materials by Prefabricated heat-insulation wall plate and major structure of construction anchor connection ", the light thermal-insulating body of wall that is equivalent to inside and outside arrangement of reinforcement, easy for installation, safety of structure is good.This is that existing assembling body of wall is unexistent.

2, embodiment of the present invention two is installed following 3 of being configured with of reinforcing bars and with existing assembling wall technology difference is:

1), longitudinal reinforcement and main tie point are positioned at the seam crossing of Prefabricated heat-insulation wall plate, the force direction that is subject to that the main tie point that longitudinal reinforcement is connected with major structure of construction transmits power is the direction of reinforcing bar along the longitudinal, stressed clear and definite, stressed good, easy for installation, rolled steel dosage is few.

2), supporting meets fire endurance requirement, the built-in fitting arranging on major structure of construction, be connected with indoor and outdoor longitudinal reinforcement meets fire endurance requirement, the second fire protection construction requirement of formation assembling body of wall.

3), frame beam column is when be incubated outward, the sandwich layer of longitudinal reinforcement upper end, outside is provided with breach, or while having longitudinal reinforcement in prefabricated heat preservation wall topping, in prefabricated heat preservation wall termination, is provided with breach.Breach object is set is, supporting can be poured into topping through breach, avoids the reinforcing bar of supporting and connection through sandwich layer, when the protection that there is no alkaline environment, easily corrodes.When the Prefabricated heat-insulation wall plate of prior art is connected with major structure of construction in outside, there is no this set breach of the present invention, at the structure of indentation, there mounting support.Although applicant is provided with supporting in public technology, so far, be not also applied in assembling body of wall.Although because site operation can mounting support, how supporting is applied to assembling body of wall, also relates to many technical problems such as relevant Prefabricated heat-insulation wall plate structure, installation constitution.

3, the anticorrosive measure of embodiment of the present invention three is that existing assembling wall technology is unexistent.

1), the present invention has textural the easy construction that guarantees supporting, reinforcing bar and tie point protective layer thickness, therefore embodiment three the 1st), the 2nd) money guarantees just likely realization of protective layer thickness by structure.As:

1., embodiment two can local reduction along the thickness of reinforcing bar place sandwich layer 3, increases the thickness of topping 8; Or thicken laterally along reinforcing bar place topping 8.The groover of the current open channels to insulation layer is a lot, and price is low, and application easily.Suppose that reinforcing bar periphery is cement polymer mortar topping by the topping size of Fig. 3 mark, thickness of protection tier can be not less than 15mm (for reference, to calculate by longitudinal reinforcement diameter 12mm).Than generally increasing protective layer thickness significantly alleviates assembling wall weight at present, can alleviate geological process, reduce cost, this is that public technology is unexistent.

2., longitudinal reinforcement 6-1* (Figure 16) is set in the topping between Prefabricated heat-insulation wall plate seam, when forming the assembling body of wall of frame beam column outside insulation (Figure 19), between sandwich layer and major structure of construction, can reserve enough spaces and guarantee protective layer thickness, there is the easy construction that guarantees protective layer thickness; When outside forming frame beam column during uninsulated assembling body of wall, longitudinal reinforcement 6-1* is with major structure of construction flooring or lateral surface is pre-buried or the reinforcing bar of bar planting is connected, and also has the easy construction of assurance protective layer thickness.

2), through the stirrup of sandwich layer, in most of the cases with Φ 2 stainless steel wire anticorrosions, can meet and socket requirement, more soft, easy for installation because of Φ 2 stainless steel wires, cost is low.By length computation, with approaching with Φ 6 stirrup contrast unit length material prices, but the latter installs inconvenience, and cost is high.And zinc-coated wire is harder, install inconvenient.

3), proposed near supporting, reinforcing bar and tie point with cement polymer elasticity mortar or cement polymer elastic concrete, or also add silicon ash as topping, be that prior art is unexistent.

Cement polymer elastic mortar or cement polymer elastic concrete crack resistance are good, better than anti-carbonization, corrosion resistance with conventional cement mortar or concrete.If add again silicon ash at cement polymer elastic mortar or cement polymer elastic concrete, more increase anti-corrosion capability.

Silicon ash can form C-S-H gel in reaction; gel-filled in the hole of hydrated cementitious; increase topping compactness; therefore to protection reinforcing bar; prevent that burn into from increasing durable years favourable; easily under thinner protective layer thickness, meet anticorrosion requirement, meet the anticorrosion requirement as reinforcing bar in the assembling body of wall of architectural exterior-protecting construction.

Just because of the present invention propose can local reduction along the thickness of reinforcing bar place sandwich layer 3; or thicken laterally along reinforcing bar place topping 8; this makes to have ready conditions and adopt cement polymer elastic mortar or cement polymer elastic concrete along the topping at reinforcing bar place; or also add silicon ash as topping, otherwise large-area topping all adopts polymer will greatly increase engineering cost.

4, assembling body of wall fire protection construction requirement of the present invention is that existing assembling wall technology is unexistent.

5, assembling body of wall of the present invention is installed hanger for exterior wall condition is provided, as anti-theft fence, sunbreaker, curtain wall decoration are installed, and billboard, solar opto-electronic board to such an extent as to carry out exterior wall greening etc., solved the installation question that outer wall hanging thing is installed, both safety, reduced again heat bridge, energy-conservation.The structural connection of outer wall hanging thing can directly be connected with steel plate or block shaped steel on Prefabricated heat-insulation wall plate longitudinal reinforcement, and the assembling body of wall that needn't pass is connected with major structure of construction, and this is that published assembling wall technology is not accomplished.

Have no now and outer wall hanging thing can be directly installed on to case history or the technical standard on Prefabricated heat-insulation wall plate or assembling body of wall, the structural connection of outer wall hanging thing all must be connected with major structure of construction through insulation layer, increases in a large number and conducts heat.Or be separately provided with vertical shaped steel column outward at Prefabricated heat-insulation wall plate, horizontal section steel is connected with shaped steel column, and steel consumption is large, and the present invention is when the curtain wall decoration, and the shaped steel specification of curtain skeleton significantly reduces, and steel consumption is few.

6, the assembling body of wall that embodiment of the present invention six forms, not only can be along with the beam occurred level displacement of major structure of construction, also can adapt to vertical displacement, its installation constitution can only improve major structure of construction Lateral resisting ability, and can the beam column internal force of major structure of construction not calculated and be had a negative impact, have advantages of that simple structure, cost are low, this is that prior art is unexistent

In sum, cost of the present invention is low, easy construction, contributes to carry out housing industrialization, is conducive to building energy conservation.

Technique effect of the present invention:

1, good endurance.

The invention solves reinforcing bar or crab-bolt corrosion that the Prefabricated heat-insulation wall plate described in background technology is connected with agent structure; the problem that durability is bad; the reinforcing bar that the present invention is connected with major structure of construction or ironware; can both obtain the protection of cement mortar or cement polymer mortar alkaline environment; can there is not corrosion and destruction, good endurance.

Fig. 3 is assembling body of wall topping construction size reference diagram; with reference to cement sandwich board with were mesh fire test; approximately meet fire endurance 1 hour; also meet space enclosing structure heat-preserving wall anticorrosion durability and be not less than the requirement of 25 years, suitable use and maintenance condition under can extend durable years to 50 year.Steel mesh reinforcement in length and breadth is if desired set in topping, needs to thicken protective layer thickness.

2, antidetonation, wind resistance safety are good.

Existing filled with masonry, if aerated concrete block work, haydite Slag building block wall are all only to rely on bonding and major structure of construction fixing up and down.And the mortar of masonry vertical joint is seldom, although in masonry mortar horizontal mortar joint by arranging apart from 400～500mm that certain length sockets reinforcing bar and post sockets between the upper and lower, because masonry is fragility, tensile strength is low, collapse very easily during earthquake.

In the cementitious materials adhesive linkage of Prefabricated heat-insulation wall plate of the present invention and major structure of construction bonding, netted tensile materials is installed, by the netted tensile materials of Prefabricated heat-insulation wall plate and major structure of construction anchor connection, by netted tensile materials, catches assembling body of wall exactly.During earthquake, body of wall can collapse, and its safety is far away higher than current fragility filled wall.Assembling body of wall anti-seismic performance of the present invention is good, construction install convenience.Even if do not establish reinforcing bar and embedded iron parts, connect, even if do not adopt the structure of embodiment stream, only adopt the connected mode of this kind and major structure of construction, its safety is just considerably beyond current various filled walls of building by laying bricks or stones.

3, the assembling body of wall of the present invention when beam column outside is not incubated or reduces beam column heat bridge at Under Lateral Loading hour, can not be provided with reinforcing bar, or only be provided with trimming bar, constructs more simple.When assembling body of wall arranges longitudinal reinforcement, in 90% above situation, only in Prefabricated heat-insulation wall plate seam, arrange, few, the main tie point quantity of longitudinal reinforcement of setting is few, save great deal of steel, construction install convenience, stressed clearly, safety of structure is good.When needs encryption arranges, can meet the light thermal-insulating body of wall Under Lateral Loading requirement that hurricane, typhoon region occur.Minimum steel for the present invention, meet the requirement of structural limits Design of State, and convenient construction.

4, assembling body of wall of the present invention, when being provided with reinforcing bar, because hole periphery has reinforcing bar, therefore conveniently take hole heat insulation break bridge structure, is cancelled hole heat bridge, with the thin heat-preserving wall ratio of plastering of adhesive insulating layer, window-wall ratio 0.3～0.5 o'clock, reduces the about 0.1w/m of hole heat bridge ².k～0.2w/m ².k, its energy-saving heat preserving effect is far away higher than the thin heat-preserving wall of plastering, and far away higher than the hole structure of published prefabricated heat preservation wall plate technique, and construction and installation are more convenient.

5, the assembling body of wall fire protection construction measure of the outer insulation of beam column of the present invention is perfect, and fire savety is good.

Because topping and opening protection layer meet fire endurance requirement, give the time of fire-fighting relief, avoid fire spread.Particularly embodiment five forms closed fire compartmentation structure, even when war or terrorist activity occur, fire is also only limited in the fire compartmentation of explosive damage.

6, Prefabricated heat-insulation wall plate of the present invention can meet any decoration, and outer wall hanging thing can be installed in the above, curtain wall decoration is installed, and is carried out exterior wall vertical greening etc.During vertical greening, the ironware on reinforcing bar is given prominence to outside topping, for level on ironware or at right angle setting plantation frame, can plant planting vegetable on frame, flowers and plants at exterior wall.

7, slip assembling wall structure of the present invention is simple, and particularly Figure 24 installs the structure of damping rubber tire or glue rod, install more convenient, damping effect is better, cans be compared to install wheel below last layer wall, can slippage on lower one deck wall.Slip assembling wall construction of the present invention is convenient, cost is low, and anti seismic efficiency is good, and building aseismicity is had to meaning.

8, rolled steel dosage of the present invention is few, cost is low.

The invention solves the problem that the pre-assembled formula body of wall described in background technology exists, there is good endurance, good, the simple in structure safety of energy-saving heat preserving, installation rate is fast, cost is low, is conducive to advance housing industrialization.

Accompanying drawing explanation

Fig. 1 is longitudinal reinforcement 6-1, stirrup 12 and embedded iron parts 2 arrangement diagrams that embodiment one, two reveal Prefabricated heat-insulation wall plates arrange bi-steel arranged side by side;

Fig. 2 is the 1-1 vertical cross section of Fig. 1;

Fig. 3 is assembling body of wall topping construction size reference diagram

Fig. 4 is the outdoor front elevation view of assembling body of wall that embodiment one, two has a door and window hole, and hole periphery is established bi-steel arranged side by side;

Fig. 5 is that the assembling body of wall of outer insulation is provided with supporting front elevation view on major structure of construction;

Fig. 6 is steel truss supporting scheme of installation, also can will support reinforcing bar directly and concrete anchoring;

Fig. 7 is concrete hanging top supporting construction schematic diagram;

Fig. 8 is that the two steel truss supportings of the assembling body of wall of outer insulation are protected by cement polymer mortar parcel, meets the schematic diagram of anticorrosion and fire protection requirement, and supporting and cement polymer mortar periphery are sandwich layers.Steel truss supporting is also around represented by dot-hatched in the steel truss supporting of Figure 19, Figure 22 by the structure of cement polymer mortar parcel protection.

Fig. 9 is assembling body of wall seam crossing horizontal sectional drawing, and seam crossing sandwich layer attenuate is installed single steel bar;

Figure 10 is assembling body of wall seam crossing horizontal sectional drawing, and seam crossing sandwich layer attenuate is installed double joint reinforcing bar;

Figure 11 is assembling body of wall seam crossing horizontal sectional drawing, and seam crossing one side topping outwards thickens, and double joint reinforcing bar is installed, and steel plate is installed on reinforcing bar;

Figure 12 is the longitudinal reinforcement 6-1 arrangement diagram of the assembling body of wall outside bi-steel of embodiment one, two arc windows, the very narrow structure of wall between windows between two windows;

Figure 13 is the longitudinal reinforcement 6-1 arrangement diagram of the assembling body of wall outside bi-steel of embodiment one, two rectangle windows, the very narrow structure of wall between windows between two windows;

Figure 14 is that Prefabricated heat-insulation wall plate is connected horizontal sectional drawing with major structure of construction post, forms uninsulated assembling body of wall outside frame beam column;

Figure 15 is that Prefabricated heat-insulation wall plate is connected horizontal sectional drawing with major structure of construction post, forms the assembling body of wall of frame beam column outside insulation, is provided with vertical fire barrier;

Figure 16 is the horizontal sectional drawing when the Prefabricated heat-insulation wall plate encryption of assembling body of wall arranges reinforcing bar, and longitudinal reinforcement 6-1* is set;

Figure 17 is assembling wall window horizontal sectional drawing, and window is installed and to be met on the opening protection layer of fire endurance requirement, and opening protection layer is heat insulating material, forms heat-insulating bridge-cut-off hole;

Figure 18 is that Prefabricated heat-insulation wall plate is connected vertical cross section with major structure of construction post, forms uninsulated assembling body of wall outside frame beam column, and there is cement mortar heat bridge at hole;

Figure 19 is that Prefabricated heat-insulation wall plate is connected vertical cross section with major structure of construction post, forms the assembling body of wall of frame beam column outside insulation, and hole heat insulation break bridge, is provided with horizontal fire barrier;

Figure 20 is the mutual seam crossing horizontal sectional drawing of Prefabricated heat-insulation wall plate.Wherein it (1) is indoor levelling, plasters, sockets, and outside filling elaxtic seal, forms groove Ornamental Stitching; Wherein they (2) are that seam crossing is elastic expansion joint, seam both sides are provided with longitudinal reinforcement, filling fire-retardant heat-insulation material in seam middle part is as mineral wool or aluminium silicate wool, form the elastic expansion joint fire barrier of holding concurrently, elastic expansion joint structure is the deformation joint structure of the 19th page of reference standard design atlas 04CJ01-3;

When Figure 21 is two windows of assembling body of wall very near (as Figure 12, Figure 13), between window, form pilaster 15-1 horizontal profile drawing;

Figure 22 is that the slip assembling body of wall of embodiment six is installed steel chute 16, steel plug-in unit 17, at window place vertical cut-away schematic view.In horizontal joint outside, metal cover board has been installed, the mineral wool of installing in the space of metal cover board inner side or aluminium silicate wool fire prevention, mineral wool or aluminium silicate wool are exactly back-fire relief band (approved product that has manufacturer production), or other also can be installed not hinder wallboard to move horizontally and can meet the material of fire protection requirement;

Figure 23 is assembled heat insulation parapet installation constitution figure;

Figure 24 is that the slip assembling body of wall of embodiment six is installed steel chute 16, damping rubber tire or glue rod 18, at blank wall place vertical cut-away schematic view.In horizontal joint outside, metal cover board has been installed, the mineral wool of installing in the space of metal cover board inner side or aluminium silicate wool fire prevention, mineral wool or aluminium silicate wool are exactly back-fire relief band (approved product that has manufacturer production), or other also can be installed not hinder wallboard to move horizontally and can meet the material of fire protection requirement;

Figure 25 is damping rubber tire or glue rod 18 scheme of installations that are enclosed within on bearing, and bearing is arranged on steel framework;

Figure 26 is steel chute 16 organigrams of Figure 24;

Figure 27 is the signal picture of damping rubber tire, during practical application, can have adjustment.

The specific embodiment

Embodiment one: see Fig. 1～Figure 21, the assembling body of wall of present embodiment; It is comprised of major structure of construction 1 and prefabricated panel 15; Described prefabricated panel 15 comprises Prefabricated heat-insulation wall plate 15 and non-heat insulation prefabricated wallboard 15; Described major structure of construction 1 is concrete frame structure, steel reinforced concrete frame structure, frame structure, steel framed structure, the combination frame structure of concrete and steel, steel wood frame construction, or be bamboo wood frame construction, or in the framework of major structure of construction, be also provided with extra-column (when post distance is larger);

Described Prefabricated heat-insulation wall plate 15 is combined wall board, and combined wall board is comprised of sandwich layer 3, topping 8, netted tensile materials 5; Described sandwich layer 3 is inorganic or organic insulation material, as polymer thermal insulative material, foam cement, mineral wool, straw, honeycomb card board, thermal insulation mortar, glue powder polyphenyl particle or foamed glass; Described sandwich layer 3 is identical heat insulating material, or is different heat insulating materials (for example local difficult combustion phenolic resins, and other position is EPS plate) at the sandwich layer 3 of diverse location; In described sandwich layer 3, can be provided with ribs or not be provided with ribs (ribs in sandwich layer oblique or perpendicular to topping setting, to increase wallboard rigidity, ribs material is how identical with topping, is provided with reinforcing bar or is not provided with reinforcing bar in ribs); Described netted tensile materials 5 is wire lath or Alkali-resisting fiberglass mesh or basalt fibre screen cloth; Described topping 8 is cement mortar or layer of concrete, or described topping 8 layer of concrete for the cement mortar of modification or modification, or described topping 8 cement fibrolite plates, calcium silicate board with microporous; The external surface of topping 8 is plane, or the external surface of topping 8 is matsurface; In described sandwich layer 3, can be provided with circular hole or not be provided with circular hole that (sandwich layer 3 is interior directly circular hole, or be provided with built-in pipe, as plastics or steel pipe or pipe of cement, while being provided with pre-buried plastic pipe in sandwich layer, while being convenient to carry, in built-in pipe, insert shaped steel or steel pipe, built-in pipe is advisable near being generally positioned at indoor and outdoor longitudinal reinforcement, and built-in pipe also can be used for installing electrical equipment pipeline.According to using in needs and definite sandwich layer easy for installation, whether reserve circular hole or have built-in pipe.); Or described Prefabricated heat-insulation wall plate 15 is steel wire net rack cement filled board;

The both sides of described sandwich layer 3 are provided with topping 8, or a local side matcoveredn 8 is ((while being L shaped as Prefabricated heat-insulation wall plate 15 terminations, can not be provided with topping 8 with a side of major structure of construction bonding plane), or local reduction is provided with topping 8 (as at Prefabricated heat-insulation wall plate seam areas topping 8 attenuates), sandwich layer 3 is connected (the bonding connection of brushing adhesive stick, and machinery pressurization makes sandwich layer 3 be connected with topping 8 is bonding with topping 8; Or it is bonding only to pressurize; Or/and core layer surface is fluted, be connected with topping, will meet in a word the requirement of strength that sandwich layer 3 is connected with topping 8); Netted tensile materials 5 is positioned at topping 8, or Alkali-resisting fiberglass mesh or basalt fibre screen cloth also Pasting is on topping 8 surfaces, netted tensile materials 5 can be selected a kind of or select multiple installation simultaneously;

Described topping 8 meets fire endurance requirement;

On the cross section of Prefabricated heat-insulation wall plate 15 surroundings, can be provided with or not be provided with topping 8 (is provided with topping 8 and in assembling body of wall, has ribs exactly, on accompanying drawing of the present invention, all represent not to be provided with topping 8, if be provided with topping 8, increase prefabricated workload, trouble, also increases and conducts heat);

Or described prefabricated panel 15 is the non-heat insulation prefabricated wallboard of light weight aggregate concrete plate, concrete core unit, and straw plate, honeycomb card board;

With cementitious materials, prefabricated panel 15 is pasted and is connected with major structure of construction 1; In the cementitious materials adhesive linkage of the termination of Prefabricated heat-insulation wall plate 15 one or both ends and major structure of construction 1 bonding, netted tensile materials 5 is installed, by netted tensile materials 5 by Prefabricated heat-insulation wall plate 15 and major structure of construction 1 anchor connection (seeing Figure 14, Figure 15, Figure 18, Figure 19); Or also by crab-bolt 20, Prefabricated heat-insulation wall plate 15 and major structure of construction 1 are fixed to (as fixed with crab-bolt 20 and the side of major structure of construction 1);

Assembling body of wall has following 4 kinds of installation constitutions, selects one and selects:

1), Prefabricated heat-insulation wall plate 15 is only arranged in the hole of major structure of construction 1 beam column, forms uninsulated assembling body of wall outside frame beam column; Or smear heat preservation slurry as beam column external protection 8-2 (Figure 18 in major structure of construction 1 frame beam column outside, as adhesive powder-polystyrene granule thermal insulation mortar, thermal insulation mortar), in beam column external protection 8-2 or surface is provided with netted tensile materials 5, netted tensile materials 5 overlap joints of netted tensile materials 5 and Prefabricated heat-insulation wall plate 15 are connected, form the assembling body of wall of heat bridge outside minimizing beam column;

2) attenuate or in Prefabricated heat-insulation wall plate 15 edge one fixed widthes, section is L-shaped, and L shaped section position is arranged on major structure of construction 1 frame beam column outside (Figure 19); Or at the outside scene of beam column of major structure of construction 1, sandwich layer 3 is installed, in the outside of sandwich layer 3, plaster and form topping 8, netted tensile materials 5 is installed; The Prefabricated heat-insulation wall plate 15 of installing in the sandwich layer 3 of the beam column outside of major structure of construction 1, topping 8 and netted tensile materials 5 and major structure of construction 1 frame beam column hole is connected as a single entity; In the outside of major structure of construction 1 beam column, there is sandwich layer 3, form the assembling body of wall of the outer insulation of frame beam column;

3) or described prefabricated panel 15 be the non-heat insulation prefabricated wallboard of light weight aggregate concrete plate, concrete core unit, and when straw plate, honeycomb card board; By the 1st) or the 2nd) installation constitution, after prefabricated panel 15 installation in position seams are connected, plaster at the construction field (site) and form topping 8, topping 8 in or the netted tensile materials 5 of surface installation;

4) or described assembling body of wall be all arranged on the outside (do not draw represent) of major structure of construction 1 beam column;

During assembling assembling body of wall, can bulk Prefabricated heat-insulation wall plate 15 be installed by hole or the standard width of a room in an old-style house, or press stick Prefabricated heat-insulation wall plate 15 is installed, and by the Prefabricated heat-insulation wall plate of stick 15 connection connected with each other, form at the construction field (site) bulk Prefabricated heat-insulation wall plate 15 (as Prefabricated heat-insulation wall plate 15 under mounting door-window mouth both sides Prefabricated heat-insulation wall plate 15, installation windowsill, or Prefabricated heat-insulation wall plate 15 is also installed on door and window mouth, see Figure 18, when if window epithelium absolute altitude is identical with Vierendeel girder, Prefabricated heat-insulation wall plate on mounting door-window mouth not);

There is opening protection layer 8-1 at the door and window hole place of described assembling body of wall, and opening protection layer 8-1 is door and window hole fire barrier, and opening protection layer 8-1 meets fire endurance requirement; Described opening protection layer 8-1 is the heat insulating material of fire-retardant type or nonflammable, forms heat-insulating bridge-cut-off hole; Or described opening protection layer 8-1 be cement mortar or concrete floated coat, or be the concrete floated coat of the cement mortar of modification or modification, be formed with heat bridge hole; Opening protection layer 8-1 is connected (being generally bonding connection) with adjacent sandwich layer 3, opening protection layer 8-1 both sides matcoveredn 8, and opening protection layer 8-1 is connected with topping 8.

Cementitious materials is generally cement mortar or cement polymer mortar, because thinner cement mortar is easy to drying shrinkage, does not reach bonding object, so be unsuitable for application; Some bonding adhesive prices are very high also should not be used.Cement polymer mortar increases adhesive strength than cement mortar, anchored force is strong, particularly when sandwich layer is macromolecular material, should use cement polymer mortar, therefore recommend the cement polymer mortar that contains macromolecule adhesive for cementitious materials, bonding firm, easy for installation.Particularly cement polymer elastic mortar adaptation sex change is good, and tensile strength is high, and seam is not easy to crack, and waterproof is good.

When assembling body of wall is installed; gap between Prefabricated heat-insulation wall plate sandwich layer need be sealed mutually to bonding (crack does not easily occur adhesive seal; with polyurethane foam gluing connect the fastest; most convenient is installed; and good heat insulation), by netted tensile materials 5, seam crossing topping 8 between Prefabricated heat-insulation wall plate 15 indoor and outdoor toppings 8 is interconnected to (Figure 20 (1)).

Embodiment two: see Fig. 1～Figure 19, Figure 21, the difference of present embodiment and embodiment one is, present embodiment increases reinforcing bar 6 and stirrup 12, and reinforcing bar 6 is positioned at the topping 8 of assembling body of wall indoor and outdoor, and netted tensile materials 5 is connected with reinforcing bar 6:

Reinforcing bar 6 comprises longitudinal reinforcement 6-1 and horizontal reinforcement 6-2 or arch steel 6-3, described longitudinal reinforcement 6-1 comprises outdoor longitudinal reinforcement 6-1-1 and indoor longitudinal reinforcement 6-1-2, described horizontal reinforcement 6-2 or arch steel 6-3 comprise outdoor horizontal reinforcing bar 6-2-1 or arch steel 6-3-1, indoor horizontal reinforcing bar 6-2-2 or arch steel 6-3-2; For single steel bar or for bi-steel arranged side by side, (between bi-steel arranged side by side, can be provided with reinforcing bar sockets and also can not be provided with reinforcing bar and socket described reinforcing bar 6, or/and on bi-steel arranged side by side welding steel or block shaped steel, can be between bi-steel connecting welding, or weld on reinforcing bar perpendicular to metope.); While being provided with reinforcing bar 6, door and window hole should be provided with reinforcing bar 6, at door and window hole windowsill place, be provided with horizontal reinforcement 6-2 or arch steel 6-3, or also above door and window hole, be provided with horizontal reinforcement 6-2 or arch steel 6-3, or also in other position, be provided with horizontal reinforcement 6-2 (Figure 12, Figure 13), horizontal reinforcement 6-2 or arch steel 6-3 are connected with longitudinal reinforcement 6-1, or are connected with supporting 1-1-5; On the reinforcing bar 6 of indoor and outdoor single steel bar or bi-steel arranged side by side, be provided with stirrup 12, stirrup 12 sockets indoor and outdoor reinforcing bar 6 (stirrup 12 can be two limb hoops or is single hoop);

Note: when window epithelium absolute altitude is identical with beam, indoor horizontal reinforcing bar or arch steel needn't be set, stirrup is that single hoop is directly connected (as nail nail on beam, stainless steel wire is connected with steel nail take-up strap) with beam.

During assembling assembling body of wall, reinforcing bar 6 is arranged on to the seam crossing of Prefabricated heat-insulation wall plate 15, or when prefabricated panel, in topping 8, is just provided with reinforcing bar 6, netted tensile materials 5 is connected with reinforcing bar 6, according to reinforcing bar object and easy construction are set, determines;

The principle that the longitudinal reinforcement 6-1 of bi-steel single or arranged side by side is set is:

1), the assembling body of wall of the outer insulation of frame beam column is provided with reinforcing bar 6 (Figure 15, Figure 19 its objective is and cancel or reduce frame beam column heat bridge); Longitudinal reinforcement 6-1 is positioned at the external protection 8 of Prefabricated heat-insulation wall plate 15 seam crossings;

The supporting 1-1-5 that when Prefabricated heat-insulation wall plate 15 is installed, outdoor longitudinal reinforcement 6-1-1 installs with major structure of construction 1 outside is connected, or be connected with the major structure of construction 1 of encorbelmenting (as oblique roof panel, sole plate), longitudinal reinforcement 6-1 is set is in order to hang external protection 8 (netted tensile materials 5 is connected with reinforcing bar 6, thereby outside topping 8 is hung); The indoor flooring anchor connection of indoor longitudinal reinforcement 6-1-2 and major structure of construction 1; Thereby meet often, across a certain distance assembling body of wall is connected with major structure of construction 1 by longitudinal reinforcement 6-1;

The inner and major structure of construction 1 anchoring of described supporting 1-1-5, the position of supporting 1-1-5 is corresponding with the position of assembling body of wall outside longitudinal reinforcement 6-1-1; Described supporting 1-1-5 is steel truss supporting, steel truss supporting is provided with brace (Fig. 6), or described supporting 1-1-5 is for the fixing diagonal reinforcement of cement polymer mortar, (cement polymer mortar prevents oblique reinforcing bar distortion and displacement, prevent oblique reinforcement corrosion, being applicable to supporting encorbelments compared with a hour application, generally should not apply), or described supporting 1-1-5 is concrete hanging top supporting, sees Fig. 7; Termination at outdoor longitudinal reinforcement 6-1-1 is provided with breach 10 with sandwich layer 3 places of supporting 1-1-5 junction, or while having longitudinal reinforcement 6-1 in prefabricated heat preservation wall 15 toppings 8, in prefabricated heat preservation wall 15 terminations, being provided with breach 10 (is that breach 10 places do not have sandwich layer 3, see Fig. 1, Fig. 4, Fig. 8, Figure 12, Figure 13), supporting 1-1-5 is through breach 10, and outdoor longitudinal reinforcement 6-1-1 is connected with supporting 1-1-5;

2), uninsulated assembling body of wall outside frame beam column, and body of wall is during without hanger, reinforcing bar 6 can be set or reinforcing bar 6 is not set, or only reinforcing bar 6 being set at hole, the two ends of longitudinal reinforcement 6-1 are connected with major structure of construction 1; While reinforcing bar 6 not being set, have netted tensile materials 5 to interconnect at hole in hole in external protection 8, meet lap length requirement, netted tensile materials 5 is positioned at opening protection layer 8 or surperficial, pastes and is connected with opening protection layer 8; Or at door and window mouth, steel hoop (, along the rectangle reinforcing bar of door and window hole periphery, can avoid the window aperature of angle, accompanying drawing of the present invention is not done to represent) being set, netted tensile materials 5 is connected with steel hoop;

3), assembling body of wall is provided with reinforcing bar 6 (as stone curtain wall is decorated, installing advertisement board, or the heavier hanger of indoor location, reinforcing bar is not set hanger can not be installed) when hanger is installed; The spacing of assembling body of wall longitudinal reinforcement 6-1, and main tie point position, quantity determine according to the requirement that hanger is installed, longitudinal reinforcement 6-1 be set be the inside and outside hanger of installation room require determined;

Above-mentioned installation constitution is when being provided with reinforcing bar, and longitudinal reinforcement is positioned at seam crossing, but seam crossing not necessarily must have reinforcing bar, sees Figure 20 it (1); Seam crossing sandwich layer (as EPS plate) can on-the-spotly be installed; also can be when Prefabricated heat-insulation wall plate in wallboard side, with bare board and netted tensile materials, (equipment can meet this requirement now; Fig. 9～Figure 11, Figure 20 represent the mutual lapped configuration of netted tensile materials of seam crossing both sides Prefabricated heat-insulation wall plate); during installation, can ream the unnecessary core layer thickness in both sides; so that increase thickness of protection tier, then the operations such as reinforcing bar are installed.

The two ends of described longitudinal reinforcement 6-1 become the main tie point of assembling body of wall and major structure of construction 1; Described main tie point the is connected transmission power force direction that is subject to major structure of construction 1 is the direction of reinforcing bar 6-1 along the longitudinal;

If the seam of assembling body of wall is positioned on the post or shear wall of major structure of construction, on post or shear wall, embedded bar or ironware are connected with stirrup 12.

4), except arranging longitudinal reinforcement 6-1 at Prefabricated heat-insulation wall plate 15 seam crossings, also at interior longitudinal reinforcement 6-1* (Figure 16 that arranges of topping 8 of Prefabricated heat-insulation wall plate 15, for horizontal loading when very large, or floor height is higher, post when larger, increase reinforcing bar be set);

Longitudinal reinforcement 6-1* is positioned at the topping 8 (available machinery is slotted on tabular insulation layer, longitudinal reinforcement 6-1* is arranged in groove, or all thickens topping 8) of Prefabricated heat-insulation wall plate 15; Described longitudinal reinforcement 6-1* comprises outdoor longitudinal reinforcement 6-1*-1, indoor longitudinal reinforcement 6-1*-2; Indoor longitudinal reinforcement 6-1*-2 is connected with major structure of construction 1, connects, or be connected (while having beam column heat bridge) with major structure of construction 1 between the outdoor longitudinal reinforcement 6-1*-1 between levels; Longitudinal reinforcement 6-1* is also connected (for example upper and lower at window) with indoor and outdoor horizontal reinforcement 6-2 or arch steel 6-3; Or also have stirrup 12 that outdoor longitudinal reinforcement 6-1*-1 and indoor longitudinal reinforcement 6-1*-2 are interconnected;

Longitudinal reinforcement 6-1* also can install at the construction field (site); with stirrup 12, outdoor longitudinal reinforcement 6-1*-1 is connected with indoor longitudinal reinforcement 6-1*-2; and then on Prefabricated heat-insulation wall plate 15, plaster and form topping 8 (Prefabricated heat-insulation wall plate 15 of installation can be semiproduct; only have the topping of a half thickness, netted tensile materials is pasted in outside.After installation longitudinal reinforcement 6-1* and stirrup, plaster and form whole toppings.)；

The two ends of described longitudinal reinforcement 6-1* are also the main tie points of assembling body of wall and major structure of construction 1; Described main tie point the is connected transmission power force direction that is subject to major structure of construction 1 is the direction of reinforcing bar 6-1* along the longitudinal; The reinforcing bar that the structural connection of described body of wall hanger can directly arrange with Prefabricated heat-insulation wall plate 15 is connected, or is connected with the steel plate of installing on reinforcing bar or block shaped steel;

Can local reduction along the thickness of reinforcing bar place sandwich layer 3, increase the thickness of topping 8; Or thicken laterally along reinforcing bar place topping 8, see Fig. 9～Figure 11; Or topping 8 all thickens, all can meet topping 8 thickness requirements;

Recommendation selects first two structure to meet protective layer thickness, can alleviate assembling wall weight, reduces cost, reduces geological process.

Described supporting 1-1-5 meets fire endurance requirement, described built-in fitting (such as embedded bar) that arrange on major structure of construction 1, that is connected with indoor and outdoor longitudinal reinforcement 6-1 and longitudinal reinforcement 6-1* meet fire endurance requirement (such as organic chemistry glue while not meeting fire endurance requirement with regard to not allowing to apply, the 1-1-5 of reply supporting simultaneously takes precautions against fire to meet fire endurance requirement), be the second fire protection construction requirement of assembling body of wall.

Generally floor height is less than post distance, and gravity is downward, writes event longitudinal reinforcement along short transverse setting.Indoor and outdoor is symmetrical arranged reinforcing bar more, 2 horizontal reinforcements arranged side by side is set under windowsill and is advisable, and is conducive to increase windowsill rigidity.

When the body of wall of outer insulation arranges 2 longitudinal reinforcements arranged side by side, steel truss supporting can be two plane steel truss arranged side by side, and the bi-steel respectively plane steel truss arranged side by side with two is connected, or is connected with the steel plate of steel truss outer end.

When intensive longitudinal reinforcement 6-1* is not set, netted tensile materials is the steel bar stress (by the principle of equal strength, being reinforcing bar by netted tensile materials conversion) of assembling body of wall bending resistance design under horizontal loading (wind load and horizontal earthquake action) effect.Therefore except edge, hole weak part need arrange reinforcing bar enhancing, at wallboard, be subject to not need to consider in curved design the unbending (because of its wide apart) of longitudinal reinforcement can meet Structural Design Requirement by adjusting core layer thickness and adjusting netted tensile materials specification.The present invention is the regulation of 10.1.4 bar during spacing between single steel bar or a pair of bi-steel arranged side by side is far longer than < < Code for design of concrete structures > > GB50010 at the longitudinal reinforcement 6-1 of seam crossing setting: the spacing of steel bar stress in plate, when thickness of slab is less than 150mm, should not be greater than 200mm; When thickness of slab is greater than 150mm, should not be greater than the thickness of slab of 1.5 times, and should not be greater than 250mm.The present invention brings into play the unbending of netted tensile materials, also plays action of crack arrest simultaneously.Because wire or the fiber bundle of netted tensile materials are intensive, both can meet the requirement of < < Code for design of concrete structures > > GB50010, save again great deal of steel.If intensive longitudinal reinforcement is set, netted tensile materials only plays action of crack arrest, waste very much, and construction and installation trouble, unless in area application such as hurricane, typhoons.Therefore both safety of the present invention, meets structural limits Design of State, saves again great deal of steel.When public technology steel using amount is very large, may waste steel; Or saving steel but may be dangerous weak parts such as (there is no reinforcing bar) door and window mouths.

The situation that horizontal loading is very large is rare, the Prefabricated heat-insulation wall plate of span 3m freely-supported, calculates by building height 30m, considers height coefficient, gustness factor, wind load Shape Coefficient, and the wind reference pressure 1.8KN/m of correction factor ， China maximum that has the adverse effect of door and window hole ²(Xisha Islands), 1.85KN/m ²(Yilan of the island of Taiwan), the horizontal wind load combined value on the high wallboard of 30m just reaches 10.0KN/m ²huge value, calculated bending moment is very large.When EPS plate thickness 150mm, only by netted tensile materials such as gauze wire cloths, can not meet arrangement of reinforcement, this just need to arrange longitudinal reinforcement 6-1* in the position between Prefabricated heat-insulation wall plate 15 seams.The spacing of longitudinal reinforcement 6-1* should meet the regulation of 10.1.4 bar in aforementioned < < Code for design of concrete structures > > GB50010, but the distribution reinforcement perpendicular to longitudinal reinforcement can be set, by netted tensile materials 5, substitute distribution reinforcement, also saving steel, and facilitate prefabricated and install.

If but wind reference pressure 0.6KN/m ², reduce horizontal loading 2/3, the distributed steel requirement while easily meeting EPS plate thickness 150mm by netted tensile materials, the wind reference pressure in China 90% area is all not more than 0.6KN/m ².And internal force is also relevant with the factors such as ratio of assembling body of wall height and length, capable of regulating core layer thickness increases bending resistance, makes only by netted tensile materials, can meet bending resistance designing requirement as far as possible.Both reduced cost, again convenient construction.

Very near at two windows, when as narrower in the wall between windows of Figure 12, Figure 13, under horizontal loads, the fillet wall between windows shear strength in anchor of Prefabricated heat-insulation wall plate between two windows may not meet, stirrup is set on longitudinal reinforcement and can meets shear strength in anchor, be also necessary indoor and outdoor reinforcing bar mutually to socket simultaneously.Stirrup is set also can increase the safety that Prefabricated heat-insulation wall plate is connected with major structure of construction, and particularly meaning is larger during external heat insulating wall.Generally with stainless steel steel wire, as stirrup, can meet the anti-shearing requirement of wallboard, as Φ 2, Φ 2.5, Φ 3 stainless steel tensile strength of wire design loads are about respectively 1.4KN, 2.2KN, 3.15KN, good endurance, the heat transfer increasing is very little.When sandwich layer is alkaline foam cement, stirrup can be plain bars.

The prefabricated heat preservation wall plate thickness that also can increase fillet wall between windows, increases assembling thickness of wall body, to meet bending resistance and to control deformation requirements.By partial thickening on assembling body of wall, the local body of wall between window is the same like post, the pilaster in Figure 21, but it is not the post that bears pressure, but the flexural member of Under Lateral Loading.Or be provided with extra-column (mostly being steel column) in fillet wall between windows position.

According to body of wall Under Lateral Loading, vary in size, the importance rate of building is different, and whether the difference that building energy conservation is required, need to meet the requirement of structural limits Design of State, determines whether assembling body of wall needs to arrange reinforcing bar.And that current other assembling wall structure does not have is flexible like this, compliance widely.

During arc window, can arc sandwich layer, reinforcing bar and interior external protection be on-the-spotly installed, B-2 is connected with Prefabricated heat-insulation wall plate.

Embodiment three: see Fig. 8～Figure 11, Figure 16～Figure 19, Figure 21, present embodiment and embodiment one or twos' difference is, present embodiment assembling body of wall has following anticorrosive measure:

1), in supporting 1-1-5 and perimeter gap 10 thereof, pour into topping 8, topping 8 thickness meet anticorrosion requirement, and protection supporting 1-1-5 prevents corrosion, and meets fire protection requirement, or on supporting 1-1-5 brushing corrosion resistant coating;

2), be provided with the sandwich layer 3 place local reductions of reinforcing bar 6 or longitudinal reinforcement 6-1* position, increase topping 8 thickness, or/and increase laterally topping 8 thickness; The reinforcing bar 6 that described assembling body of wall is installed or also have longitudinal reinforcement 6-1*, supporting 1-1-5, embedded iron parts and weld seam to be all positioned under the protection of topping 8 of alkaline environment around, topping 8 thickness meet anticorrosion requirement; While being provided with longitudinal reinforcement 6-1* in topping 8, topping 8 local reductions or the part at longitudinal reinforcement 6-1* two ends do not have topping 8, after longitudinal reinforcement 6-1* termination and major structure of construction are connected and fixed, or longitudinal reinforcement 6-1* termination is after 1-1-5 is connected with supporting, the topping 8 of longitudinal reinforcement 6-1* termination is installed again, is made topping 8 thickness meet anticorrosion requirement;

3), the described stirrup 12 through sandwich layer 3 meets anticorrosion requirement;

When sandwich layer is alkaline foam cement, although stirrup can be plain bars, increase diameter, increase and conduct heat, be difficult for bending, construction is inconvenient, may also increase cost.

4), when the protective layer thickness of conventional cement mortar or ordinary concrete is difficult to meet anticorrosion and requires, reinforcing bar (comprising all reinforcing bars) the around topping in certain limit is that cement polymer elastic mortar or cement polymer elastic concrete (comprise the cement polymer elastic mortar or the cement polymer elastic concrete that add silicon ash, it is good that elasticity adapts to sex change, not easy to crack), meet anticorrosion requirement;

Near reinforcing bar or ironware that Prefabricated heat-insulation wall plate is connected with major structure of construction, should not smear conventional cement mortar, because the easy dry shrinkage and cracking of a small amount of conventional cement mortar makes reinforcing bar or tie point corrosion; And smear cement polymer mortar, particularly cement polymer elastic mortar, can reduce cracking, effectively protect tie point to avoid corrosion;

5), the netted tensile materials 5 of assembling body of wall meets anticorrosion requirement.

Embodiment four: see Fig. 1, the difference of one of present embodiment and embodiment one～tri-is, present embodiment also increases embedded iron parts 2 and (is generally pre-buried anchor bar, when reinforcing bar 6-1* is set, reinforcing bar 6-1* is exactly embedded iron parts 2), at Prefabricated heat-insulation wall plate, Shang Xia 15 two ends or also have side that embedded iron parts 2 is set, embedded iron parts 2 can be only in an indoor side setting, or arranges in indoor and outdoor both sides; Embedded iron parts 2 is between Prefabricated heat-insulation wall plate 15 seam crossing longitudinal reinforcement 6-1, and embedded iron parts 2 is anchored in topping 8; When Prefabricated heat-insulation wall plate 15 is installed, embedded iron parts 2 is connected with major structure of construction 1, or the embedded iron parts between Prefabricated heat-insulation wall plate 15 2 connects; The tie point of embedded iron parts 2 exposes, and after connecting, embedded iron parts 2 is positioned at topping, convenient by 8 coverings of alkaline topping, avoids tie point corrosion.

Embodiment five: Figure 15, Figure 19, the difference of one of present embodiment and embodiment one～tetra-is, present embodiment also increases by the 3rd fire protection construction measure, increases fire barrier 11 in assembling body of wall; Described fire barrier 11 is the heat insulating material that meets fire endurance requirement, or for meeting cement mortar or the concrete of fire endurance requirement, or for meeting the cement mortar of modification or the concrete of modification of fire endurance requirement; Fire barrier 11 be provided with following two kinds of modes, select the 1st kind to install or two kinds of choosings are simultaneously installed: 1., at interlayer, horizontal fire barrier 11-1 is set; 2., vertical fire barrier 11-2 is set in Prefabricated heat-insulation wall plate 15 vertical joints; Fire barrier 11 outside matcoveredns 8, form closed fire compartmentation structure.

Embodiment six: Figure 22, Figure 24～Figure 27, the difference of one of present embodiment and embodiment one～five is, the assembling body of wall of present embodiment can be taked one of following two kinds of structures, and formation can be contained the assembling body of wall being out of shape between the post of major structure of construction 1 and beam:

1), set up damping rubber tire or glue rod 18 (Figure 24～Figure 27); Damping rubber tire or glue rod 18 are arranged on the top of assembling body of wall seam crossing or bottom, and (bottom that is arranged on last layer Prefabricated heat-insulation wall plate 15 is more convenient, as shown in figure 24), damping rubber tire or glue rod 18 are fixing with Prefabricated heat-insulation wall plate 15, at damping rubber tire or glue rod, should be provided with steel chute 16 18 times; Steel chute 16 and damping rubber tire or glue rod 18 can only arrange in assembling body of wall inner side, and steel chute 16 is fixing with major structure of construction 1; Or steel chute 16 and damping rubber tire or glue rod 18 all settings of outside in assembling body of wall, or steel chute 16 and damping rubber tire or glue rod 18 run through the setting of assembling wall transversal section, between damping rubber tire or glue rod 18, there are mineral wool, aluminium silicate wool or elastomeric material (heating districts should be elastic heat preserving material);

2) or set up steel chute 16, steel plug-in unit 17 (Figure 22); Steel chute 16 is fixed on the top (during non-outer insulation) of beam sides (while being incubated) or the beam of major structure of construction 1 outward, and steel chute 16 is positioned at the top of every layer of assembling body of wall; Steel plug-in unit 17 is arranged on the bottom of every layer of assembling body of wall; Described steel chute 16 is corresponding with the position of steel plug-in unit 17, at steel chute and steel plug-in unit, with the horizontal joint place of external position, smooth elastomeric material should be installed;

By aforementioned embodiments, the beam of Prefabricated heat-insulation wall plate 15 upper ends and major structure of construction 1 to be fixed, Prefabricated heat-insulation wall plate 15 lower ends are not connected with major structure of construction 1 is bonding by netted tensile materials 5; While being provided with reinforcing bar 6, longitudinal reinforcement 6-1 upper end is connected with major structure of construction 1, or longitudinal reinforcement 6-1-1 upper end with supporting 1-1-5 be connected, longitudinal reinforcement 6-1 lower end is not connected with major structure of construction 1;

When relative storey displacement occurs for major structure of construction 1, damping rubber tire or glue rod 18 can be along the 16 occurred level displacements of steel chute, or steel plug-in unit 17 is along the 16 occurred level displacements of steel chute;

Elastic expansion joint is set at a certain distance, normally in the certain limit of the Huo Zhu limit, two side columns limit of a post distance, be provided with elastic expansion joint, or in longer scope, elastic expansion joint is set, or the side of the Prefabricated heat-insulation wall plate 15 that upper end can be fixing with beam is all provided with elastic expansion joint (this bothers); When assembling body of wall between elastic expansion joint is different and post and beam fix that (Prefabricated heat-insulation wall plate that assembling body of wall is positioned at outside post can only be fixed with post, this can increase the rigidity of post, more be conducive to form strong column and weak beam system, favourable antidetonation, and do not limit the distortion between beam column; And if do not fix with post, between indoor and pillar, easily there is crack in body of wall.); Assembling body of wall between elastic expansion joint can be along with the displacement of beam occurred level, the vertical displacement of major structure of construction 1.

At steel chute and steel plug-in unit, with the horizontal joint place of external position, smooth elastomeric material is installed, not only by horizontal joint sealing, but also do not hinder the slippage between upper and lower plates, the elastomeric material with fireproof performance is installed, as polyurethane rubber; Also available polyethylene flexible foam plastic (but need separately establish horizontal fire barrier), pastes one deck composite plastic film (PET//AL//PET) on polyethylene soft foamed plastics; Also as use polytetrafluoroethylene (PTFE) sliding sheet, but price is higher.

About 100mm～the 150mm of steel chute 16 length, two ends should be sealed, and often arrange across a certain distance.Steel pole Ying You machining factory processing in steel chute and steel plug-in unit and damping rubber tire inner bearing or glue rod.On the inwall between steel chute and steel plug-in unit, on the inwall of steel chute and damping rubber tire, on upper and lower steel chute and steel plug-in unit contact surface, and on steel chute closed at both ends face, should be provided with damping cushion.

Damping rubber tire or glue rod 18, steel chute 16 or steel chute 16, steel plug-in unit 17 can arrange along wall transversal section total length, or divide setting on top, cross section, according to body of wall width etc., determine.Damping rubber tire or glue rod 18, steel chute 16 or steel chute 16, steel plug-in unit 17 can be arranged in polymer concrete (mortar).The polymer concrete (mortar) of damping rubber tire or glue rod 18 or steel plug-in unit 17 is arranged on the lower end of assembling body of wall, steel chute 16 is arranged on the top (Figure 22, Figure 24) on major structure of construction 1 beam limit, or (steel plug-in unit 17 arranges along wall transversal section total length also to may extend to the side of beam, and during the assembling body of wall of outer insulation, do not draw and represent).

In the gap between levels, except installing damping rubber tire or glue rod 18 and steel chute 16, or install outside steel chute 16, steel plug-in unit 17, between adjacent damping rubber tire or glue rod 18, also have mineral wool,, aluminium silicate wool or elastic heat preserving material, this cans be compared to installs wheel below last layer wall, can slippage on lower one deck wall; And steel chute 16 and damping rubber tire or glue rod 18 self have the effect of damping, buffering.Therefore, assembling body of wall not only can also can adapt to vertical displacement along with the beam occurred level displacement of major structure of construction 1, and damping rubber tire or glue rod 18 and steel chute 16 are exactly the beam of assembling body of wall, can alleviate geological process.

Recommend adoption Figure 24 installs the structure of damping rubber tire or glue rod 18, install more convenient, damping effect is better.

Slip assembling body of wall should also be noted that and prevents the water inlet of body of wall horizontal joint, there is following several way for reference: 1), in wall outer side, block finish material is installed, under the block finish material on upper strata, horizontal joint place, stretch, the block finish material of lower floor shortens, the block finish material of stretching under using covers in horizontal joint, can avoid horizontal joint water inlet; 2), cover plate (Figure 22) is installed at horizontal joint place, aluminium alloys or stainless steel metal cover plate are for well, metal cover board and horizontal joint upper protective layer edge are adhesively fixed, and (possible constructions is gluing to be connect, can add tapping screw fixes), metal cover board hides horizontal joint and extends downwards, can avoid horizontal joint water inlet; 3), the external protection lower end of Prefabricated heat-insulation wall plate extends, and hides the upper end section of lower floor's Prefabricated heat-insulation wall plate, hides horizontal joint.The 3rd kind of structure bothers, and recommends to select first two.

About some explanation of the present invention:

1, topping 8 layer of concrete for the cement mortar of modification or modification of the present invention, comprise following meaning:

1), add Admixture, flyash, stone flour, silicon ash, waterproof agent, water-loss reducer, resistance and split the cement mortar of fiber and other material modification or the concrete of modification, hinder and split fiber and have polypropylene chopped strand, alkali-proof glass chopped strand, basalt fibre and hemp cut etc.

2), also comprise cement polymer mortar or the cement polymer concrete that adds water-loss reducer, macromolecule adhesive formation.This has following effect:

1., higher than conventional cement mortar or concrete strength, crack is few, protection reinforcing bar prevented to the better effects if of corrosion.Particularly adopt the acrylic ester elastic emulsion of vitrification point lower (10 degree are following), the cement silicon ash polymer elasticity mortar that preparation contains silicon ash or cement silicon ash polymer elasticity concrete are more favourable, in figure, represent that the position that reinforcing bar ambient color is deepened represents cement polymer mortar or cement polymer concrete, also comprises the situation that contains silicon ash.

2., when reinforcing bar not being set, steel nail is easy to hammer in cement polymer elastic mortar, while facilitating erection of doors and windows, with steel nail, connection steel disc and cement polymer elastic mortar is fixedly secured.And being easy to cracking with ordinary mortar, steel nail hammers into insecure.

3), also comprise magnesia cement mortar, can be applicable to the building not high to life requirement.

2, about with crab-bolt just Prefabricated heat-insulation wall plate and major structure of construction fix:

Recommending crab-bolt is high-strength polyethylene plastic material, and good endurance, price are low, except providing construction install convenience, also can become permanent crab-bolt, and Corrosion Protection is good.By crab-bolt, connecting is to paste the safety stock that on connection basis, increase is installed again.And by steel crab-bolt, need Du Chrome anticorrosion, cost is high, and increase to conduct heat, and expansion bolt can not the stress for tension under.

When Prefabricated heat-insulation wall plate is connected with steel framed structure or with bamboo wood frame construction, crab-bolt is advisable with vinyon screw rod.And scrape and smear interfacial agents as transition zone on the bonding plane of Prefabricated heat-insulation wall plate and steel work, when Prefabricated heat-insulation wall plate is installed, with cement polymer mortar, Prefabricated heat-insulation wall plate and steel work is bonding, then fix by plastics crab-bolt.

3, about reinforcing bar setting:

1), indoor and outdoor reinforcing bar is generally and is symmetrical arranged, and can a side be also bi-steel arranged side by side, another side is single steel bar, stirrup is triangular in shape to be socketed.The steel plate of installing on bi-steel arranged side by side can be installed perpendicular to body of wall by Figure 11, or welds with bi-steel, according to requirements determines.Seam crossing is positioned at post or the shear wall place of major structure of construction, and need to reinforcing bar be set time, indoor longitudinal reinforcement needn't be set, and outdoor longitudinal reinforcement sockets by stirrup and major structure of construction.

2), hole horizontal reinforcement is set can prevents plaster topping cracking of door and window hole corner, and facilitate hole periphery fixed network dress tensile materials.Horizontal reinforcement generally can be Φ 4 galvanizing steels, is conveniently connected with both sides reinforcing bar.While being necessary to arrange the larger horizontal reinforcement of diameter, horizontal reinforcement and both sides, hole reinforcing bar are by being welded to connect with junction steel plate.It is upper and lower that horizontal reinforcement can only be positioned at door and window hole, also can be positioned at other position, and for example during two windows arranged side by side of Figure 12, Figure 13 wall between windows close together, the horizontal reinforcement between two windows can connect and socket.When window is arc, arc sandwich layer and arch steel can on-the-spotly be installed.

4, about supporting

Steel truss supporting is generally comprised of steel pole, and the steel pole of steel truss can chromium plating, galvanized anticorrosive, but application is inconvenient.Because of steel work, losing stable is incident danger, need to calculate and avoid by steel work and Internal Force of Truss.In breach, pour into cement polymer mortar, cement polymer mortar reaches specific thickness, and the steel pole of protection steel truss avoids corrosion and meets fire endurance requirement; and increase rigidity; avoiding steel truss supporting to lose stable, steel truss is propped up to holding capacity more favourable, is killing three birds with one stone.Steel truss supporting can pre-buriedly be installed, or pre-embedded steel slab installation, or bar planting is installed.Supporting essence be assembling body of wall and major structure of construction at outdoor main tie point, be that major structure of construction is in outdoor prolongation.

5, about embedded iron parts 2 is set on Prefabricated heat-insulation wall plate 15: adopt after netted tensile materials and major structure of construction anchoring, generally embedded iron parts needn't be set, but do not get rid of special requirement.

6, about fire prevention:

Prefabricated heat-insulation wall plate protective layer thickness 25mm; approximately can meet fire endurance requires (with reference to cement sandwich board with were mesh thickness for 1 hour; reinforcing bar place topping need thicken), can adjust protective layer thickness by fire endurance as required, or the indoor gypsum plank that arranges again.

The fire barrier that meets fire endurance requirement can be that rock wool, foam cement, thermal insulation mortar, glue powder polyphenyl particle, phenolic resins, difficult flame-retardant polyurethane etc. do not fire or difficult combustion heat insulating material, need reach certain thickness; If with cement mortar or concrete, or be the concrete of the cement mortar of modification or modification, also need to reach certain thickness, but increase, conduct heat.Door and window hole fire barrier recommendation phenolic resins, phenolic resins may be fireproof performance best material in organic insulation material, as door and window hole fire barrier install simple, save expensive hole plaster labour cost, heat-insulating bridge-cut-off effect is best, window waterproof is good (windowsill place phenolic resins does not have vertical joint to be advisable).Fire barrier recommend adoption thermal insulation mortar, glue powder polyphenyl particle in insulation layer, price is low, easy construction.

In combined wall insulation layer, fire barrier is set, forms the little subregion of a kind of closed fire prevention structure, greatly reduce fire damage, even if the rough sledding such as blast, fire can be controlled in the little subregion of fire prevention.

During construction and installation, the sandwich layer of Prefabricated heat-insulation wall plate is organic insulation material during as EPS plate, if outdoor longitudinal reinforcement and supporting are welded to connect, can the outer longitudinal reinforcement of first installation room, or with difficult combustion or incombustible material, hide on the sandwich layer section exposing.

7, " netted tensile materials 5 can be selected a kind of or select multiple simultaneously ", as zinc-plated electric welding gauze wire cloth (particularly select rear galvanizing electric welding gauze wire cloth corrosion resistance good) and basalt fibre net or Alkali-resisting fiberglass mesh collocation are shared, make up the shortcoming that the long-term use of galvanized steel wire netting may be corroded.For example select the galvanized steel wire netting of Φ 2 string diameters, 100 * 100mm mesh and the little mesh of 20 * 20mm～30 * 30mm, ARNP(165) Alkali-resisting fiberglass mesh fit applications, price is lower, and technique effect is good.Because every kind of material has its pluses and minuses, two kinds of netted tensile materials are cooperatively interacted to apply and can bring into play advantage separately, compensate its defect mutually, be conducive to extend combined wall durable years.

There have been at present basalt silk and basalt cloth, also had basalt reinforcing bar.Undoubtedly, will there is the basalt fibre net with the braiding of basalt silk.Basalt silk has excellent ageing-resistant, high temperature resistant, anti acid alkali performance energy, excellent mechanical property, and the basalt fibre screen cloth being woven by basalt silk will occur.Along with scientific and technological development, may also have other net that is suitable for doing netted tensile materials, be applied to combined wall of the present invention.

Subordinate list is according to < < alkali-resistant glass fibre screen cloth > > JCL841-2007 standard, by the alkaline-resisting strength retention ratio of Alkali-resisting fiberglass mesh, be 80%, Alkali-resisting fiberglass mesh tensile strength design load is about 62.5% of alkaline-resisting intensity retention, the alternative steel area of conversion Alkali-resisting fiberglass mesh, the alternative steel application of netted tensile materials.

Subordinate list Alkali-resisting fiberglass mesh tensile strength design load, and convert alternative steel area

8,, during mounting door-window, the connection steel disc of door and window can be cross-linked with the steel disc that arranges on the indoor and outdoor reinforcing bar of hole.The gap between thin covering window frame of insulation and body of wall should be installed in outside, heat-insulating bridge-cut-off hole.While reinforcing bar not being set at hole, the connection steel disc of door and window is fixed on the cement polymer elastic mortar floated coat at hole, easy for installation, firm.

9, can apply the present invention on parapet, should constructional column be set on roofing at a certain distance, constructional column becomes major structure of construction 1, sees Figure 23.Prefabricated heat-insulation wall plate 15 is arranged on roofing, concreting bear down on one (need on the section of Prefabricated heat-insulation wall plate upper end brushing interfacial agents bonding) on Prefabricated heat-insulation wall plate 15, concrete bears down on one and is connected with constructional column, and concrete bears down on one and is connected with Prefabricated heat-insulation wall plate 15.Its structure essence is that concrete bears down on one and substituted concrete slab.

10, about prefabricated panel equipment:

Produce now the producer that Prefabricated heat-insulation wall plate has special production prefabricated heat preservation wall board device, the Prefabricated heat-insulation wall plate manufacturer also having is the equipment of studying voluntarily, and equipment performance is not quite similar.What these equipment were often produced is the batten that there is no door and window hole, and by the added health of Prefabricated heat-insulation wall plate, at the construction field (site) by batten and connect installation, its advantage is that to produce Prefabricated heat-insulation wall plate speed fast, and occupied ground is little, and cost is lower; And produce the bulk wallboard there is door and window hole, and need set for this platform, on platform, by dimension of opening installation form, the material of Prefabricated heat-insulation wall plate is installed in template, erect again health after reaching some strength.Although prefabricated speed is slow, the large mounting cost reducing at the construction field (site) of occupied ground, total still manually expending is many, and cost is high.

Producing on the streamline of Prefabricated heat-insulation wall plate, the topping of Prefabricated heat-insulation wall plate side can attenuate, or there is no topping; the edge of Prefabricated heat-insulation wall plate is with exposed sandwich layer, and netted tensile materials is exposed, during installation; seam is connected, and adjacent netted tensile materials overlap joint connects.Or seam crossing sandwich layer is on-the-spot and two side bonds, sealing are installed.But the topping of Prefabricated heat-insulation wall plate termination can not attenuate (current appointed condition is like this) on streamline, if the layer that do not need protection can only be with manually removing topping.

When the mutual seam crossing of Prefabricated heat-insulation wall plate need connect also levelling with netted tensile materials overlap joint (as coatings decoration); Prefabricated heat-insulation wall plate seam crossing topping can attenuate or attenuate not; according to prefabricated device fabrication condition, construction install convenience, and the requirement of decorating is determined to (as bonding applique surface brick or curtain wall decoration seam crossing do not need levelling).Bonding plane place topping between Prefabricated heat-insulation wall plate and slab column, shear wall can attenuate or attenuate not, different and easy for installation definite according to the function of Prefabrication equipment;

Between the sandwich layer of Prefabricated heat-insulation wall plate seam crossing, can connect by vertical masonry joint, also can connect by tongue and groove, or form stepped connection.Vertical masonry joint Prefabricated heat-insulation wall plate is more convenient, as long as with foamed glue sealing, just can reach sealing thermal insulation effect.

11, about sandwich layer, be connected with topping.Some production equipments make by pressurization that sandwich layer and topping are bonding to be connected, or it is bonding to go back brushing adhesive stick, or/and core layer surface is fluted, is connected with topping, will meet the requirement of strength that sandwich layer is connected with topping in a word; Steel wire net rack cement filled board also relies on oblique pull steel wire to socket connection.

12, about elasticity partitioning slot and vertical fire barrier:

Suggestion need to arrange the position of vertical fire barrier, do vertical fire barrier by elasticity partitioning slot is double, the heat insulating material in elasticity partitioning slot should be and not fire or difficult combustion heat insulating material, or is provided with back-fire relief band, and meet when the displacement of body of wall occurred level, there is the elasticity of compressibility and recovery.

Claims (10)

1. an assembling body of wall, it comprises major structure of construction (1) and prefabricated panel (15); Described prefabricated panel 15 comprises Prefabricated heat-insulation wall plate (15) and non-heat insulation prefabricated wallboard (15); Described major structure of construction (1) is concrete frame structure, steel reinforced concrete frame structure, frame structure, steel framed structure, the combination frame structure of concrete and steel, steel wood frame construction, or be bamboo wood frame construction, or in the framework of major structure of construction, be also provided with extra-column;

Described Prefabricated heat-insulation wall plate (15) is combined wall board, and combined wall board comprises sandwich layer (3), topping (8), netted tensile materials (5); Described sandwich layer (3) is inorganic or organic insulation material; Described sandwich layer (3) is identical heat insulating material, or is different heat insulating materials at the sandwich layer (3) of diverse location; Described topping (8) is cement mortar or layer of concrete, or described topping (8) layer of concrete that is the cement mortar of modification or modification; The external surface of topping (8) is plane, or the external surface of topping (8) is matsurface;

Or described Prefabricated heat-insulation wall plate (15) is steel wire net rack cement filled board;

The both sides of described sandwich layer (3) are provided with topping (8), or a local side matcoveredn (8), or attenuate is provided with topping (8), and sandwich layer (3) is connected with topping (8); Netted tensile materials (5) is positioned at topping (8), or Alkali-resisting fiberglass mesh or basalt fibre screen cloth also Pasting is on topping (8) surface, netted tensile materials (5) can be selected a kind of or select multiple installation simultaneously;

Described topping (8) meets fire endurance requirement;

On the cross section of Prefabricated heat-insulation wall plate (15) girth seam, can be provided with or not be provided with topping (8);

Or described prefabricated panel (15) is the non-heat insulation prefabricated wallboard of light weight aggregate concrete plate, concrete core unit, and straw plate, honeycomb card board;

It is characterized in that,

With cementitious materials, Prefabricated heat-insulation wall plate (15) is pasted and is connected with major structure of construction (1); In the cementitious materials adhesive linkage of the termination of Prefabricated heat-insulation wall plate (15) one or both ends and major structure of construction (1) bonding, netted tensile materials (5) is installed, by netted tensile materials (5) by Prefabricated heat-insulation wall plate (15) and major structure of construction (1) anchor connection; Or also use crab-bolt (20) that Prefabricated heat-insulation wall plate (15) and major structure of construction (1) is fixing;

During assembling assembling body of wall, can bulk Prefabricated heat-insulation wall plate (15) be installed by hole or the standard width of a room in an old-style house, or press stick Prefabricated heat-insulation wall plate (15) is installed, and by the Prefabricated heat-insulation wall plate of stick (15) connection connected with each other, form at the construction field (site) bulk Prefabricated heat-insulation wall plate (15).

2. a kind of assembling body of wall according to claim 1,

It is characterized in that: it also comprises reinforcing bar (6) and stirrup (12), reinforcing bar (6) is positioned at the topping (8) of assembling body of wall indoor and outdoor, and netted tensile materials (5) is connected with reinforcing bar (6):

Reinforcing bar (6) comprises longitudinal reinforcement (6-1) and horizontal reinforcement (6-2) or arch steel (6-3), described longitudinal reinforcement (6-1) comprises outdoor longitudinal reinforcement (6-1-1) and indoor longitudinal reinforcement (6-1-2), described horizontal reinforcement (6-2) or arch steel (6-3) comprise outdoor horizontal reinforcing bar (6-2-1) or arch steel (6-3-1), indoor horizontal reinforcing bar (6-2-2) or arch steel (6-3-2); Described reinforcing bar (6) is single steel bar or is bi-steel arranged side by side; While being provided with reinforcing bar (6), door and window hole should be provided with reinforcing bar (6), at door and window hole windowsill place, be provided with horizontal reinforcement (6-2) or arch steel (6-3), or also above door and window hole, be provided with horizontal reinforcement (6-2) or arch steel (6-3), or also in other position, be provided with horizontal reinforcement (6-2), horizontal reinforcement (6-2) or arch steel (6-3) are connected with longitudinal reinforcement (6-1), or are connected with supporting (1-1-5); On the reinforcing bar (6) of indoor and outdoor single steel bar or bi-steel arranged side by side, be provided with stirrup (12), stirrup (12) sockets indoor and outdoor reinforcing bar (6);

During assembling assembling body of wall, reinforcing bar (6) is arranged on to the seam crossing of Prefabricated heat-insulation wall plate (15), or when prefabricated panel, in topping (8), is just provided with reinforcing bar (6), netted tensile materials (5) is connected with reinforcing bar (6); According to being set, reinforcing bar object and easy construction determine;

The principle that the longitudinal reinforcement (6-1) of bi-steel single or arranged side by side is set is:

1), the assembling body of wall of the outer insulation of frame beam column is provided with reinforcing bar (6), longitudinal reinforcement (6-1) is positioned at the external protection (8) of Prefabricated heat-insulation wall plate (15) seam crossing;

The supporting (1-1-5) that when Prefabricated heat-insulation wall plate (15) is installed, outdoor longitudinal reinforcement (6-1-1) is installed with major structure of construction (1) outside is connected, or be connected with the major structure of construction of encorbelmenting (1), it is in order to hang external protection (8) that longitudinal reinforcement (6-1) is set; The indoor flooring anchor connection of indoor longitudinal reinforcement (6-1-2) and major structure of construction (1); Thereby meet often, across a certain distance assembling body of wall is connected with major structure of construction (1) by longitudinal reinforcement (6-1);

The inner of described supporting (1-1-5) and major structure of construction (1) anchoring, the position of supporting (1-1-5) is corresponding with the position of assembling body of wall outside longitudinal reinforcement (6-1-1); Described supporting (1-1-5) is steel truss supporting, and steel truss supporting is provided with brace, or described supporting (1-1-5) be with the fixing diagonal reinforcement of cement polymer mortar, or described supporting (1-1-5) is that concrete hanging top supports; In the termination of outdoor longitudinal reinforcement (6-1-1) and sandwich layer 3 places of supporting (1-1-5) junction, be provided with breach (10), or while having longitudinal reinforcement (6-1) in prefabricated heat preservation wall (15) topping (8), in prefabricated heat preservation wall (15) termination, be provided with breach (10); Supporting (1-1-5) is through breach (10), and outdoor longitudinal reinforcement (6-1-1) is connected with supporting (1-1-5);

2), uninsulated assembling body of wall outside frame beam column, and body of wall is during without hanger, reinforcing bar (6) can be set or reinforcing bar (6) is not set, or only reinforcing bar (6) being set at hole, the two ends of longitudinal reinforcement (6-1) are connected with major structure of construction (1); When reinforcing bar (6) is not set, in external protection in hole (8), there is netted tensile materials (5) to interconnect at hole, meet lap length requirement, netted tensile materials (5) is positioned at opening protection layer (8) or surperficial, pastes and is connected with opening protection layer (8); Or at door and window mouth, steel hoop being set, netted tensile materials (5) is connected with steel hoop;

3) when, assembling body of wall is installed hanger, be provided with reinforcing bar (6); The spacing of assembling body of wall longitudinal reinforcement (6-1), and main tie point position, quantity determine according to the requirement that hanger is installed, longitudinal reinforcement (6-1) be set be the inside and outside hanger of installation room require determined;

The two ends of described longitudinal reinforcement (6-1) become the main tie point of assembling body of wall and major structure of construction (1); Described main tie point the is connected transmission power force direction that is subject to major structure of construction (1) is the direction of reinforcing bar (6-1) along the longitudinal;

4), except arranging longitudinal reinforcement (6-1) at Prefabricated heat-insulation wall plate (15) seam crossing, also in the topping (8) of Prefabricated heat-insulation wall plate (15), longitudinal reinforcement (6-1*) is set;

Longitudinal reinforcement (6-1*) is positioned at the topping (8) of Prefabricated heat-insulation wall plate (15); Described longitudinal reinforcement (6-1*) comprises outdoor longitudinal reinforcement (6-1*-1), indoor longitudinal reinforcement (6-1*-2); (6-1*-2 is connected with major structure of construction (1) indoor longitudinal reinforcement, connects, or be connected with major structure of construction (1) between the outdoor longitudinal reinforcement (6-1*-1) between levels; Longitudinal reinforcement (6-1*) is also connected with indoor and outdoor horizontal reinforcement (6-2) or arch steel (6-3); Or also have stirrup (12) that outdoor longitudinal reinforcement (6-1*-1) and indoor longitudinal reinforcement (6-1*-2) are interconnected;

Longitudinal reinforcement (6-1*) also can be installed at the construction field (site), with stirrup (12), outdoor longitudinal reinforcement (6-1*-1) is connected with indoor longitudinal reinforcement (6-1*-2), and then the formation topping (8) of plastering on Prefabricated heat-insulation wall plate (15);

The two ends of described longitudinal reinforcement (6-1*) are also the main tie points of assembling body of wall and major structure of construction (1); Described main tie point the is connected transmission power force direction that is subject to major structure of construction (1) is the direction of reinforcing bar (6-1*) along the longitudinal; The reinforcing bar that the structural connection of described body of wall hanger can directly arrange with Prefabricated heat-insulation wall plate (15) is connected, or is connected with the steel plate of installing on reinforcing bar or block shaped steel;

Can local reduction along the thickness of reinforcing bar place sandwich layer (3), increase the thickness of topping (8); Or thicken laterally along reinforcing bar place topping (8); Or topping (8) all thickens, all can meet topping (8) thickness requirement;

Described supporting (1-1-5) meets fire endurance requirement, describedly at the upper built-in fitting that arrange, that be connected with indoor and outdoor longitudinal reinforcement (6-1) and longitudinal reinforcement (6-1*) of major structure of construction (1), meeting fire endurance requirement, is the second fire protection construction requirement of assembling body of wall.

3. according to a kind of assembling body of wall described in claim 1 or 2, it is characterized in that: assembling body of wall anticorrosive measure is:

1), in supporting (1-1-5) and perimeter gap (10) thereof, pour into topping (8), topping (8) thickness meets anticorrosion requirement, protection supporting (1-1-5) prevents corrosion, and meets fire protection requirement, or at the upper brushing corrosion resistant coating of supporting (1-1-5);

2), at the sandwich layer (3) that is provided with reinforcing bar (6) or longitudinal reinforcement (6-1*) position, locate local reduction, increase topping (8) thickness, or/and increase laterally topping (8) thickness; The reinforcing bar (6) that described assembling body of wall is installed or also have longitudinal reinforcement (6-1*), supporting (1-1-5), embedded iron parts and weld seam to be all positioned under the protection of topping (8) of alkaline environment around, topping (8) thickness meets anticorrosion requirement; While being provided with longitudinal reinforcement (6-1*) in topping (8), topping (8) local reduction or the part at longitudinal reinforcement (6-1*) two ends do not have topping (8), after longitudinal reinforcement (6-1*) termination and major structure of construction are connected and fixed, or longitudinal reinforcement (6-1*) termination is after 1-1-5 is connected with supporting, the topping (8) of longitudinal reinforcement (6-1*) termination is installed again, is made topping (8) thickness meet anticorrosion requirement;

3), the described stirrup (12) through sandwich layer (3) meets anticorrosion requirement;

4), when the protective layer thickness of conventional cement mortar or ordinary concrete is difficult to meet anticorrosion and requires, the reinforcing bar around topping in certain limit is cement polymer elastic mortar or cement polymer elastic concrete, meets anticorrosion requirement;

5), the netted tensile materials (5) of assembling body of wall meets anticorrosion requirement.

4. according to a kind of assembling body of wall described in claim 1 or 2, it is characterized in that:

At the upper and lower two ends of Prefabricated heat-insulation wall plate (15) or also have side that embedded iron parts (2) is set, embedded iron parts (2) can be only in an indoor side setting, or arranges in indoor and outdoor both sides; Embedded iron parts (2) is positioned between Prefabricated heat-insulation wall plate (15) seam crossing longitudinal reinforcement (6-1), and embedded iron parts (2) is anchored in topping (8); When Prefabricated heat-insulation wall plate (15) is installed, embedded iron parts (2) is connected with major structure of construction (1), or the embedded iron parts (2) between Prefabricated heat-insulation wall plate (15) connects; The tie point of embedded iron parts (2) exposes, and after connecting, embedded iron parts (2) is positioned at topping, convenient by alkaline topping (8) covering, avoids tie point corrosion.

5. a kind of assembling body of wall according to claim 3, is characterized in that:

At the upper and lower two ends of Prefabricated heat-insulation wall plate (15) or also have side that embedded iron parts (2) is set, embedded iron parts (2) can be only in an indoor side setting, or arranges in indoor and outdoor both sides; Embedded iron parts (2) is positioned between Prefabricated heat-insulation wall plate (15) seam crossing longitudinal reinforcement (6-1), and embedded iron parts (2) is anchored in topping (8); When Prefabricated heat-insulation wall plate (15) is installed, embedded iron parts (2) is connected with major structure of construction (1), or the embedded iron parts (2) between Prefabricated heat-insulation wall plate (15) connects; The tie point of embedded iron parts (2) exposes, and after connecting, embedded iron parts (2) is positioned at topping, convenient by alkaline topping (8) covering, avoids tie point corrosion.

6. according to a kind of assembling body of wall described in claim 1,2 or 5, it is characterized in that: it also comprises the 3rd fire protection construction measure, in assembling body of wall, increase fire barrier (11); Described fire barrier (11) is the heat insulating material that meets fire endurance requirement, or for meeting cement mortar or the concrete of fire endurance requirement, or for meeting the cement mortar of modification or the concrete of modification of fire endurance requirement; Fire barrier (11) be provided with following two kinds of modes, select the 1st kind to install or two kinds of choosings are simultaneously installed: 1., at interlayer, horizontal fire barrier (11-1) is set; 2., vertical fire barrier (11-2) is set in Prefabricated heat-insulation wall plate 15 vertical joints; Outside, fire barrier (11) matcoveredn (8), forms closed fire compartmentation structure.

7. a kind of assembling body of wall according to claim 3, is characterized in that: it also comprises the 3rd fire protection construction measure, increases fire barrier (11) in assembling body of wall; Described fire barrier (11) is the heat insulating material that meets fire endurance requirement, or for meeting cement mortar or the concrete of fire endurance requirement, or for meeting the cement mortar of modification or the concrete of modification of fire endurance requirement; Fire barrier (11) be provided with following two kinds of modes, select the 1st kind to install or two kinds of choosings are simultaneously installed: 1., at interlayer, horizontal fire barrier (11-1) is set; 2., vertical fire barrier (11-2) is set in Prefabricated heat-insulation wall plate 15 vertical joints; Outside, fire barrier (11) matcoveredn (8), forms closed fire compartmentation structure.

8. a kind of assembling body of wall according to claim 4, is characterized in that: it also comprises the 3rd fire prevention structure

Make measure, in assembling body of wall, increase fire barrier (11); Described fire barrier (11) is the heat insulating material that meets fire endurance requirement, or for meeting cement mortar or the concrete of fire endurance requirement, or for meeting the cement mortar of modification or the concrete of modification of fire endurance requirement; Fire barrier (11) be provided with following two kinds of modes, select the 1st kind to install or two kinds of choosings are simultaneously installed: 1., at interlayer, horizontal fire barrier (11-1) is set; 2., vertical fire barrier (11-2) is set in Prefabricated heat-insulation wall plate 15 vertical joints; Outside, fire barrier (11) matcoveredn (8), forms closed fire compartmentation structure.

9. according to a kind of assembling body of wall described in claim 1,2,5,7 or 8, it is characterized in that:

Assembling body of wall can be taked one of following two kinds of structures, and formation can be contained the assembling body of wall being out of shape between the post of major structure of construction (1) and beam:

1), it also comprises damping rubber tire or glue rod (18); Damping rubber tire or glue rod (18) are arranged on top or the bottom of assembling body of wall seam crossing, and damping rubber tire or glue rod (18) are fixing with Prefabricated heat-insulation wall plate (15), under damping rubber tire or glue rod (18), should be provided with steel chute (16); Steel chute (16) and damping rubber tire or glue rod (18) can only arrange in assembling body of wall inner side, and steel chute (16) is fixing with major structure of construction (1); Or steel chute (16) and damping rubber tire or glue rod (18) all settings of outside in assembling body of wall, or steel chute (16) and damping rubber tire or glue rod (18) run through the setting of assembling wall transversal section, between damping rubber tire or glue rod (18), have mineral wool,, aluminium silicate wool or elastomeric material;

2) or it also comprise steel chute (16), steel plug-in unit (17); Steel chute (16) is fixed on the beam sides of major structure of construction (1) or the top of beam, and steel chute (16) is positioned at the top of every layer of assembling body of wall; Steel plug-in unit (17) is arranged on the bottom of every layer of assembling body of wall; Described steel chute (16) is corresponding with the position of steel plug-in unit (17), at steel chute (16) and steel plug-in unit (17), with the horizontal joint place of external position, smooth elastomeric material should be installed;

The beam of Prefabricated heat-insulation wall plate (15) upper end and major structure of construction (1) is fixed, and Prefabricated heat-insulation wall plate (15) lower end is not by netted tensile materials (5) and bonding connection of major structure of construction (1); While being provided with reinforcing bar (6), longitudinal reinforcement (6-1) upper end is connected with major structure of construction (1), or longitudinal reinforcement (6-1-1) upper end is connected with supporting (1-1-5), longitudinal reinforcement (6-1) lower end is not connected with major structure of construction (1);

When relative storey displacement occurs major structure of construction (1), damping rubber tire or glue rod (18) can be along steel chute (16) occurred level displacements, or steel plug-in unit (17) is along steel chute (16) occurred level displacement;

Elastic expansion joint is set at a certain distance; When assembling body of wall between elastic expansion joint is different and post and beam fix; Assembling body of wall between elastic expansion joint can be along with the displacement of beam occurred level, the vertical displacement of major structure of construction (1).

10. a kind of assembling body of wall according to claim 3, is characterized in that:

Assembling body of wall can be taked one of following two kinds of structures, and formation can be contained the assembling body of wall being out of shape between the post of major structure of construction (1) and beam:

1), it also comprises damping rubber tire or glue rod (18); Damping rubber tire or glue rod (18) are arranged on top or the bottom of assembling body of wall seam crossing, and damping rubber tire or glue rod (18) are fixing with Prefabricated heat-insulation wall plate (15), under damping rubber tire or glue rod (18), should be provided with steel chute (16); Steel chute (16) and damping rubber tire or glue rod (18) can only arrange in assembling body of wall inner side, and steel chute (16) is fixing with major structure of construction (1); Or steel chute (16) and damping rubber tire or glue rod (18) all settings of outside in assembling body of wall, or steel chute (16) and damping rubber tire or glue rod (18) run through the setting of assembling wall transversal section, between damping rubber tire or glue rod (18), there are mineral wool, aluminium silicate wool or elastomeric material;

2) or it also comprise steel chute (16), steel plug-in unit (17); Steel chute (16) is fixed on the beam sides of major structure of construction (1) or the top of beam, and steel chute (16) is positioned at the top of every layer of assembling body of wall; Steel plug-in unit (17) is arranged on the bottom of every layer of assembling body of wall; Described steel chute (16) is corresponding with the position of steel plug-in unit (17), at steel chute (16) and steel plug-in unit (17), with the horizontal joint place of external position, smooth elastomeric material should be installed;

The beam of Prefabricated heat-insulation wall plate (15) upper end and major structure of construction (1) is fixed, and Prefabricated heat-insulation wall plate (15) lower end is not by netted tensile materials (5) and bonding connection of major structure of construction (1); While being provided with reinforcing bar (6), longitudinal reinforcement (6-1) upper end is connected with major structure of construction (1), or longitudinal reinforcement (6-1-1) upper end is connected with supporting (1-1-5), longitudinal reinforcement (6-1) lower end is not connected with major structure of construction (1);

When relative storey displacement occurs major structure of construction (1), damping rubber tire or glue rod (18) can be along steel chute (16) occurred level displacements, or steel plug-in unit (17) is along steel chute (16) occurred level displacement; Make the assembling body of wall can be along with the displacement of beam occurred level, the vertical displacement of major structure of construction (1).

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