CN206110324U - Wall body with prefabricated assembled wall panel component combination - Google Patents

Abstract

The utility model provides a wall body with prefabricated assembled wall panel component combination is the prefabricated assembled wall panel component with batch production production, and allocate and transport the job site and the post poured into a mould with the scene and roof beam make up and form, constitute by post, roof beam, door or window, insulation material and prefabricated assembled wall panel component, post and roof beam be reinforced concrete structure or profiled steel structure, prefabricated assembled wall panel component contains reinforced concrete rib, interior wallboard, side fascia and takes the rib steel net to engrave, the reinforced concrete rib includes the middle rib of assembled wallboard limit rib and assembled wallboard, the inboard of interior wallboard and side fascia takes the rib steel net to engrave, the rib steel net taken engrave by engraving net, engraving that the end is netted, the supporting network is constituteed, take the rib steel net to engrave the self preservation temperature material that well watering has the grout foaming to form. The assembled wall panel component of above -mentioned flow production, the wholeness is strong, and is rational in infrastructure, and quality standard is high, and the process is controlled, and the self preservation temperature is well.

Description

A kind of body of wall combined with prefabricated assembled wall plate member

Technical field

The utility model is related to a kind of housing industrialization systems technology, and in particular to one kind uses prefabricated assembled wall plate member The wall technology of combination.

Background technology

The eighties in 20th century, the production of China's concrete prefabricated element was in the great development stage, and country is in dwelling construction process In, employ block structure, assembled wallboard structure, large panel structure, cast-in-place concrete structure, cast-in-place concrete hollow floor slab knot Structure, cast-in-place shear wall structure etc., with Process of Housing Industrialization, a few days ago, steel-concrete combined structure and prefabricated concrete are tied Structure system is got back and is developed rapidly；Design Inst. of Architecture, Qinghua Univ. marquis build group head the list of signers research and develop precast concrete hollow mold cut Power wall construction, by traditional construction material prefabricated components in combination with cast-in-situ steel reinforced concrete technology, and has delivered entitled " precast concrete The paper of hollow mold and housing industrialization ", propulsion China Process of Housing Industrialization.

Such as the ZL98231113.3 structural member for concrete thin-wall cylinder that applicant declares, the tubular obturator of sealing is fabricated to, To realize that cast-in-situ hollow building roof provides tubular, hollow obturator, the non-technique for taking out heart pore-forming of cast-in-place cavity building roof is solved difficult Topic；But there is a problem of that single load bearing and evacuation rate are low；In order to solve the defect, as applicant declares A kind of ZL200410082381.9 " hollow floor slab with small dense ribs ", hollow filling body is embedded in formation " T fonts " in floor slab with small dense ribs and receives Power cross-section hollow layer, solves the problems, such as that the little ribbed cavity superstructure top board in " T fonts " stress section is smooth.But produce hollow filling out Fill that the body setting and hardening time is long, mould utilization factor is low, the big matter weight of hollow filling volume density, production and transport inconvenience and obturator entirety Property the defect such as poor cracky.

In order to advance China's housing industrialization development, a kind of ZL200820126232.1 " cast-in-place shaped steel of applicant's application Concrete cavity building roof " and ZL200910143977.8 " a kind of cast-in-place open web superstructure building heating of utilization solar energy " and ZL201110332999.6 " a kind of employing foam composition obturator make hollow floor system " assembled formed steel construction with it is cast-in-place Armored concrete cavity building roof is organically combined, solve assembled formed steel construction fire prevention, get rusty, quality, shearing resistance, throughout the year dimension The problem of the aspects such as shield, cost and inexhaustible solar energy is converted into hot blast can warm oneself and utilize foam plastic Material, had both solved the technical barrier of non-core-drawing pore-creating, and sound-insulating and heat-insulating insulation is played a part of again；Applicant also applies A kind of ZL200810192973.4 " expanding material for cast-in-place cavity building roof component " foam cement；These patent applications, though So tamped basis for China's Process of Housing Industrialization, but entirely cast-in-site, poor controllability, implement it is technical by force, It is difficult to form industrialized production.

To realize industrialized production, applicant applies for that again ZL201320467350.X " use by a kind of cast-in-situ hollow building roof pore-forming The netted box component of combined type " and a kind of ZL201420814197.8 " the self-heat conserving walls that mechanism steel mesh is combined with light-weight inorganic thing Plate ", to existing hollow building cover technology of pouring General Promotion is carried out, and realizes transition and upgrade, updates and significantly reduce wallboard Deadweight, add self-heat preservation heat insulation performance, the worry of wall thermal insulating is done again in release, though solve the problems, such as industrialized production, Still there is the defect of site operation poor controllability.

At present country carries out steel construction strategy and assembled architecture, is that housing industrialization is layed foundation, no matter from building Contain and how extension extends and update, it is all relevant with architectural structure system；Using multi-functional, economy, scientific and technological content, energy-saving ring Protect, safety coefficient big with the market demand high, the architectural structure system of national industrial policies and industrial development direction is met again.Cause This, on the basis of existing background technology, prior art is carried out it is perfect, in integrated application to housing industrialization, formed it is new Prefabricated assembled shear wall structure system；By Technology Difficulties problem in factory industryization process, sizing, set pattern lattice, fixed assembling Position, quantitatively produce prefabricated member, structure is integrally forced through the mode of cast-in-place concrete and solves, and industrialized production is pre- Prefabricated member processed combines with cast-in-site armored concrete, solve existing system exist overall cast-in-site, can Control property is poor, implement technical strong, site operation causes environmental pollution, matter weight, energy-saving heat preserving function to lose, be difficult to form industrialization The problems such as production；A kind of body of wall combined with prefabricated assembled wall plate member of research and development, is to realize prefabricated assembled shear wall structure The fine new breakthrough of system new technology, has become the urgent need of housing industrialization technical field innovation.

Utility model content

The purpose of this utility model is propulsion Process of Housing Industrialization, using a kind of with prefabricated assembled wall plate member group The body of wall of conjunction, improves existing shear wall structure system；Make full use of the advantage of factory industry, Prefabrication assembled wallboard structure Part, solves the overall cast-in-site poor controllability of existing structure system presence, the technical strong, site operation of enforcement and causes environment dirty The problems such as dye, matter weight, energy-saving heat preserving function are lost, need to add heat-insulation layer again；Structure is integrally forced through cast-in-place concrete Mode solve, the prefabricated assembled wall member of industrialized production and cast-in-site armored concrete are combined, reach Optimize existing shear wall structure system technology, transition and upgrade is carried out to existing fabricated shear wall structural system, update.

The technical solution of the utility model is as follows, it is a kind of with prefabricated assembled wall plate member combine body of wall, by post, beam, Door or window, insulation material and prefabricated assembled wall plate member composition；Described post and beam is that reinforced concrete structure or shaped steel are tied Structure；The prefabricated assembled wall plate member steely reinforced concrete rib, lining, Side fascia and steel mesh with ribbing are engraved；The reinforcing bar is mixed Solidifying soil rib includes assembled wallboard side rib and assembled wallboard intermediate rib；There is steel mesh with ribbing on the inside of the lining and Side fascia Engrave；Described steel mesh with ribbing engraved and constituted by engraving net, engrave end net, supporting network；The steel mesh with ribbing is poured in engraving and is inoculated with cement mortar foaming The self-thermal insulation material of formation.

It is more highly preferred to, the prefabricated assembled wall plate member side assembling is on post or the surface of beam.

It is more highly preferred to, the prefabricated assembled wall plate member is embedded among post or beam.

It is more highly preferred to, the rib is cavity rib.

It is more highly preferred to, steel mesh cylinder with ribbing is disposed in described cavity rib；Pour in the steel mesh cylinder with ribbing and be inoculated with cement mortar The self-thermal insulation material that foaming is formed.

It is more highly preferred to, at least while there is reinforcing steel bars exposed in the side rib of the prefabricated assembled wall plate member.

It is more highly preferred to, the prefabricated assembled wall plate member horizontal sides arrange fourth of the twelve Earthly Branches mouth.

It is more highly preferred to, the appearance of the prefabricated assembled wall plate member is provided with solar energy equipment.

It is more highly preferred to, the prefabricated assembled wall plate member takes band around the bed die system of track, the circular rail Road is kept in balance drop.

A kind of body of wall combined with prefabricated assembled wall plate member of the present utility model, is in the base by architectural design drawing Carry out on plinth, first decompose architectural design drawing, for the function and physical dimension of wallboard, assembling form is quantified, full On the premise of sufficient principal mode specification, the drawing of the specifications and models of N number of assembled wallboard component is resolved into, factory is by the drawing being decomposed Tissue production；Production assembled wallboard building course it is as follows: one. preparation, get the raw materials ready, mainly including reinforcing bar, cement, sandstone, Mould, steel mesh with ribbing are engraved, cement foamed device and material, plant equipment etc.；Two. auxiliary is made, 1. by the drawing system being decomposed Make colligation rib reinforcement, to meet energy-saving and thermal insulating requirement, need in colligation rib reinforcement middle setting steel mesh cylinder with ribbing, colligation Steel mesh cylinder with ribbing is into cavity reinforcing rib；2. assembled belt rib steel net is engraved, will be special using feeding machine, bicker system, cutter etc. Plant equipment makes steel plate dictyosome or reinforcing bar dictyosome；The upper and lower ends mouth bag that net compacting bending trace will be engraved, end net vertical direction is engraved Steel plate molding edge processed, supporting network pack respectively after by engrave net, supporting network, engrave end net usage ratio transport to composing room； Opening engraves net, from bending at the bending trace of compacting, will engrave end net molding edge and is put in the V-arrangement rib for engraving network edge, in equivalent steel " Jiong shape " supporting network is placed in expanded metals thread, net two ends split will be engraved and carried out welding and make steel mesh with ribbing engraving；3. for cold bridge isolation Mould；4. intercostal through tube；5. exposed steel bar outlet mold and side hanging ring mould are set；6. assembled is determined in the drawing for decomposing The adjacent connecting portion of wall plate member, side rib connecting portion pre-buried little polyphenyl block takes down pre-buried little polyphenyl block and is easy to steel during installation Muscle exposes, and welds adjacent reinforcing bar, keeps the flatness and solidness of wallboard connection；Assembled wallboard member openings basis mould；Dress With formula wall plate member fourth of the twelve Earthly Branches mouth, add module is formed in vertical formwork；Three. the making of assembled wallboard component, by assembled wall Board member band goes to die-filling workshop around the bed die system of track, and vertical formwork is equipped with bed die, specifications and models needed for being formed Opening basis is framed, and on opening basis, framed interior placement rib reinforcement, steel mesh with ribbing are engraved or cold bridge isolation mode or intercostal filling siphunculus；Again Bed die system of the band around track is gone to into pouring hall. computer is sent to mixing plant and adds water after matching somebody with somebody in cement, sand, stone ratio automatically Concrete is stirred into, its slump is controlled within 200mm；Vibration on Start-up platform, after first pouring into a mould the concrete of rib and Side fascia, Steel mesh with ribbing is engraved and Foam cement insulation material is poured in interior or cavity reinforcing rib, and foam cement slurry can be concentrated and poured into, by pre- The intercostal of installation fills the balanced stream of siphunculus and engraves in interior or cavity reinforcing rib to each steel mesh with ribbing, it is also possible to which monomer is circulated into each band Rib steel net engraves (foam cement slurry can also be poured into when shield is rested), the lining of concrete cast thereafter in interior or cavity reinforcing rib Shake to put down to touch after light is processed with assembled wallboard component surface and rest；Again the bed die system by band around track goes to steam curing system System；Again band is gone to into finished product station around the bed die system of track, form removal obtains required assembled wallboard component；It is formulated to respectively Warehouse for finished product is supported eventually or stock；Band goes to initial position around the bed die system of track, into next flow state；Above-mentioned flow process The assembled wallboard component of production, globality is strong, rational in infrastructure, and quality standard is high, and operation is controlled, and self-heat conserving is good, and reinforcing bar is mixed Solidifying soil rib becomes cavity rib, reinforced concrete wall panel is become weight after steel mesh concrete belt Self-insulation wall plate falls sharply.Assembled The installation of wall plate member, is carried out on building wall board framework horizontal plane or Vierendeel girder, is divided into two states, first, building frame Trestle and the own Jing of beam build up, and assembled wallboard component is directly hung into assembly in place by hanging ring, are with the connection of different connectors Can, it is few to illustrate；Second, its assembled wallboard component is installed in cast-in-site connection, field fabrication Peng pricks post reinforcing bar, uses stage die Have the post steel bar vertical parcel for pricking Peng, in the post engineering mould both sides for installing wallboard face reserved opening, reserved opening width >=dress are set Thickness with formula wall plate member；Assembled wallboard component side is placed in into surface with post binding site or by assembled wall Board member is lifted in the reserved opening that the engineering mould both sides of Peng bundles post reinforcing bar set, then the another both sides of post engineering mould are fixed, The girt strip reinforcing bar that assembled wallboard component two ends are exposed is extend in post reinforcing bar, adjusts adjacent members interface flatness, is taken down pre- The little polyphenyl block for burying, welds the girt strip reinforcing bar for exposing, and will extend into part assembled wall plate member and the rib for exposing in post reinforcing bar Joist steel is now cast in cast-in-situ reinforced concrete column；Assembled wallboard component side is placed in again the table with beam binding site Repeat the above steps behind face or cast in situ reinforced concrete beam and floor, are conserved, form removal to pouring into a mould concrete, form a kind of with prefabricated The body of wall of assembled wallboard Component composition；Body of wall exempts isothermal holding again；As long as exterior wall is simple to carrying out at component interface Plaster both facial ornament material such as sprayable imitative stone coating after process；Bed die system of the band around track is set, allows for intersecting mistake Position operation, improves efficiency, and by the annular connection of each workshop, band is speeded around track one week, explanation around the bed die system of track One assembled wallboard component production is completed；Keep in balance drop around track, be the resistance for reducing track operation, zero load is climbed up Slope, assembled wallboard component is poured into unloading row descending from concrete；In order to become active house and comprehensive utilization, in body of wall Outer surface installs solar energy equipment, but to carry out by solar energy equipment erection code, it is to avoid solar energy equipment mutually block or Cause light pollution.

Description of the drawings

Fig. 1 is the body of wall elevation that a kind of prefabricated assembled wall plate member of the utility model is combined.

Fig. 2 is the prefabricated assembled wall plate member of the utility model and post and the interface embodiment of beam.

Fig. 3 is embedded in embodiment in post for the prefabricated assembled wall plate member of the utility model.

Fig. 4 is the cavity rib embodiment of the prefabricated assembled wall plate member of the utility model.

Fig. 5 for the prefabricated assembled wall plate member of the utility model cavity rib in pour into self-thermal insulation material enforcement figure.

Fig. 6 is the ribbed belt fourth of the twelve Earthly Branches mouth embodiment of the prefabricated assembled wall plate member of the utility model.

Fig. 7 is the adjacent connection embodiment of the prefabricated assembled wall plate member of the utility model.

Specific embodiment

Below in conjunction with the accompanying drawings the utility model is further described.A kind of wall combined with prefabricated assembled wall plate member Body is, by the prefabricated assembled wall plate member of factorial praluction, to be maneuvered into job site and carry out group with the post and beam of cast-in-site Conjunction is formed.

Fig. 1 is a kind of body of wall elevation combined with prefabricated assembled wall plate member of the utility model, the utility model reality Shi Shi, is that the handling of prefabricated assembled wall plate member 2 that will be produced in factory lines pours into a mould scene to frame column 3, by prefabricated dress Partial component 2 with formula wall plate member 2 and the rib reinforcement 58 for exposing are embedded in post mold, carry out cast-in-site.When post and beam For formed steel construction when, rib reinforcement will be exposed and is directly welded on steel column and section steel beam；Prefabricated assembled wall plate member 2 both can set Optimum state transverse plate is counted into, vertical plate is also designed to；The adjacent joint portion of two module components 2 is arranged to fourth of the twelve Earthly Branches mouth 592, prevents outer Wall rainwater penetrates into interior by interface；The pre-buried little polyphenyl block for allowing rib reinforcement easily to expose in the adjacent joint portion of two module components 2 7, when two module component 2 connects, little polyphenyl block 7 is broken up, it is easy to expose rib reinforcement 52 and welded, for the ease of hanging, Be provided with rib with while the hanging ring 521 that is connected of rib, hanging ring 521 also covered when making cast with little polyphenyl block 7；It is with ribbing Steel mesh engraves the foam cement slurry heat preserving and insulating material 57 poured in 6, can both adopt chemical blowing, and the original of physical blowing may also be employed Reason is realized；When using chemical blowing, automatically stream is balanced in the steel mesh with ribbing engraves 6 to fill through hole 531 using rib, if taking thing Each steel mesh with ribbing can be intuitively injected into during haircut bubble to engrave in 6.

Fig. 2 is that the prefabricated assembled wall plate member of the utility model implements illustration with the interface of post and beam, by prefabrication and assembly construction Formula wall plate member 2 is hung to floor by hanging ring 521, then the supporting to place by beam with loop wheel machine, and using connector post 3 is carried out With the connection of component 2 and beam 4 and component 2.

Fig. 3 is embedded in embodiment in post for the prefabricated assembled wall plate member of the utility model, and such as figure field fabrication Peng pricks post Reinforcing bar 3, the post steel bar vertical for being pricked Peng with aluminium alloy fixed shape mould is wrapped up, and aluminium alloy fixed shape mould is not first closed, formula to be assembled Wall plate member port is embedded into Peng and pricks after post reinforcing bar 3, then assembled wallboard component that aluminium alloy fixed shape die clamp and locks, Part assembled wall plate member and the girt strip steel for exposing in post reinforcing bar will be extend into now to be cast in cast-in-situ reinforced concrete column.

Fig. 4 is the cavity rib embodiment of prefabricated assembled wall plate member of the present utility model, the difficult point of exterior wall heat-preserving system On post, beam, rib, because there is the contradiction between structure safety and insulation in them；Post, beam body product can be done greatly at external thermal insulation Manage, but the small volume insulation of rib is difficult, and the present embodiment is to evacuate in rib, has both mitigated the deadweight of prefabricated assembled wall plate member, and The formation and the impact to being incubated of cut-off cold bridge, specifically using steel mesh body with ribbing, makes steel mesh cylinder with ribbing after impression, puts Put in the centre of rib reinforcement, pour into a mould concrete, form cavity rib.

Fig. 5 for the prefabricated assembled wall plate member of the utility model cavity rib in pour into self-thermal insulation material embodiment, this reality It is, using steel mesh body with ribbing, steel mesh cylinder with ribbing to be made after impression to apply example, is placed on the centre of rib reinforcement, pours into a mould concrete, Cavity rib is formed, Foam cement insulation material is poured in cavity rib is formed thereafter.

Fig. 6 is the ribbed belt fourth of the twelve Earthly Branches mouth embodiment of the prefabricated assembled wall plate member of the utility model, and the present embodiment is two module components 2 Adjacent joint portion is arranged to fourth of the twelve Earthly Branches mouth 592, prevents exterior wall rainwater from penetrating into interior by interface；Its outer face of fourth of the twelve Earthly Branches mouth 592 should Cover curved surface.

Fig. 7 be the adjacent connection embodiment of the prefabricated assembled wall plate member of the utility model, the present embodiment prefabricated wall The adjacent connection of board member, using the adjacent solder technique of component 2, by adjacent rib reinforcement welding, because pouring into a mould during concrete, rib reinforcement is easy Wrapped up by concrete, to connection difficulty is increased, with little polyphenyl block 7 rib reinforcement of junction is covered temporarily, once connection takes at once Go out little polyphenyl block 7, rapid welding.

Finally it should be noted that:Above example is only to illustrate the technical solution of the utility model rather than it is limited System, although being described in detail to the utility model with reference to above-described embodiment, those of ordinary skill in the art should Understand, still specific embodiment of the present utility model can be modified or equivalent, and it is new without departing from this practicality Any modification of type spirit and scope or equivalent, it all should cover in the middle of right of the present utility model.

Claims (9)

1. a kind of body of wall combined with prefabricated assembled wall plate member, by post, beam, door or window, insulation material and prefabricated assembled Wall plate member is constituted；Described post and beam is reinforced concrete structure or formed steel construction；The prefabricated assembled wall plate member contains Armored concrete rib, lining, Side fascia and steel mesh with ribbing are engraved；The armored concrete rib includes assembled wallboard side rib and dress With formula wallboard intermediate rib；There is steel mesh with ribbing to engrave on the inside of the lining and Side fascia；Described steel mesh with ribbing is engraved by engraving net, engrave End net, supporting network composition；The steel mesh with ribbing pours in engraving and is inoculated with cement mortar and foams the self-thermal insulation material to be formed.

2. a kind of body of wall combined with prefabricated assembled wall plate member as claimed in claim 1, it is characterised in that described prefabricated Assembled wallboard component side assembling is on post or the surface of beam.

3. a kind of body of wall combined with prefabricated assembled wall plate member as claimed in claim 1, it is characterised in that described prefabricated Assembled wallboard Component Embedding is among post or beam.

4. a kind of body of wall combined with prefabricated assembled wall plate member as claimed in claim 1, it is characterised in that the rib is Cavity rib.

5. a kind of body of wall combined with prefabricated assembled wall plate member as claimed in claim 4, it is characterised in that described sky Steel mesh cylinder with ribbing is disposed in the rib of chamber；Pour in the steel mesh cylinder with ribbing and be inoculated with cement mortar and foam the self-thermal insulation material to be formed.

6. a kind of body of wall combined with prefabricated assembled wall plate member as claimed in claim 1, it is characterised in that described prefabricated At least while there is reinforcing steel bars exposed in the side rib of assembled wallboard component.

7. a kind of body of wall combined with prefabricated assembled wall plate member as claimed in claim 1, it is characterised in that described prefabricated Assembled wallboard modular level side arranges fourth of the twelve Earthly Branches mouth.

8. a kind of body of wall combined with prefabricated assembled wall plate member as claimed in claim 1, it is characterised in that described prefabricated The appearance of assembled wallboard component is provided with solar energy equipment.

9. a kind of body of wall combined with prefabricated assembled wall plate member as claimed in claim 1, it is characterised in that prefabrication and assembly construction Formula wall plate member takes band around the bed die system of track, and the circular track is kept in balance drop.