CN105804235A - Wall for prefabricated wallboard component assembling - Google Patents

Wall for prefabricated wallboard component assembling Download PDF

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Publication number
CN105804235A
CN105804235A CN201610296939.6A CN201610296939A CN105804235A CN 105804235 A CN105804235 A CN 105804235A CN 201610296939 A CN201610296939 A CN 201610296939A CN 105804235 A CN105804235 A CN 105804235A
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CN
China
Prior art keywords
plate member
wall plate
prefabricated
prefabricated assembled
wall
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201610296939.6A
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Chinese (zh)
Inventor
王本淼
王海崴
尚仁杰
贾英杰
韩爱兴
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hunan BDF Energy Saving Technology Co Ltd
Original Assignee
Hunan BDF Energy Saving Technology Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Hunan BDF Energy Saving Technology Co Ltd filed Critical Hunan BDF Energy Saving Technology Co Ltd
Priority to CN201610296939.6A priority Critical patent/CN105804235A/en
Publication of CN105804235A publication Critical patent/CN105804235A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/19Three-dimensional framework structures
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/76Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
    • E04B1/78Heat insulating elements
    • E04B1/80Heat insulating elements slab-shaped
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/44Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
    • E04C2/46Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose specially adapted for making walls

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Acoustics & Sound (AREA)
  • Panels For Use In Building Construction (AREA)

Abstract

The invention provides a wall for prefabricated wallboard component assembling. The wall is formed by transporting prefabricated wallboard components produced industrially to a construction site and assembling the wallboard components with in-situ casting columns and beams. The wall is composed of columns, beams, doors or windows, heat insulation materials and the prefabricated wallboard components. The columns and beams are of reinforced concrete structures or formed steel structures. The prefabricated wallboard components include reinforced concrete ribs, an inner wallboard, an outer wallboard and ribbed steel mesh hollow parts. The reinforced concrete ribs include the prefabricated wallboard side ribs and the prefabricated wallboard middle ribs. The inner sides of the inner wallboard and the outer wallboard are provided with the ribbed steel mesh hollow parts. The ribbed steel mesh hollow parts are composed of a hollow net, a hollow end net and a supporting net. The self-insulation material is formed by foaming cement paste poured into the ribbed steel mesh hollow parts. The prefabricated wallboard components are high in integrity, reasonable in structure, high in quality standard, controllable in working procedure and good in self-insulation.

Description

A kind of body of wall of the prefabricated assembled wall plate member combination of use
Technical field
The present invention relates to a kind of housing industrialization systems technology, be specifically related to the wall technology of the prefabricated assembled wall plate member combination of a kind of use.
Background technology
China's concrete prefabricated element produced and was in the great development stage eighties in 20th century, country is in dwelling construction process, have employed block structure, assembled wallboard structure, large panel structure, cast-in-place concrete structure, cast-in-place concrete hollow floor slab structure, cast-in-place shear wall structure etc., along with Process of Housing Industrialization, a few days ago, steel-concrete combined structure and prefabricated concrete structural system are got back and are developed rapidly;Design Inst. of Architecture, Qinghua Univ. marquis builds the precast concrete hollow mold shear wall structure that group heads the list of signers to research and develop, traditional construction material prefabricated components are combined with cast-in-situ steel reinforced concrete technology, and delivered the paper being entitled as " precast concrete hollow mold and housing industrialization ", advance China's Process of Housing Industrialization.
Such as the ZL98231113.3 structural member for concrete thin-wall cylinder that applicant declares, it is fabricated to the tubular obturator sealed, provides tubular, hollow obturator for realizing cast-in-situ hollow building roof, solve the non-process difficulties taking out heart pore-forming of cast-in-place cavity building roof;But there is single load bearing and the low problem of evacuation rate;In order to solve this defect, such as the ZL200410082381.9 " a kind of hollow floor slab with small dense ribs " that applicant declares, hollow filling body is embedded in floor slab with small dense ribs and forms " T font " stress cross-section hollow layer, solve the problem that " T font " stress cross section little ribbed cavity superstructure top board is smooth.But it is long to produce the hollow filling body setting and hardening time, mould utilization factor is low, the big matter weight of hollow filling body density, the defect such as production and transport inconvenience and obturator globality difference cracky.
In order to advance China's housing industrialization development, the ZL200820126232.1 " a kind of cast-in-situ section steel concrete cavity building roof " of applicant's application and ZL200910143977.8 " a kind of cast-in-place open web superstructure building heating utilizing solar energy " and ZL201110332999.6 " a kind of hollow floor system adopting foam composition obturator to make " organically combines assembled formed steel construction with cast-in-situ steel reinforced concrete cavity building roof, solve the fire prevention of assembled formed steel construction, get rusty, quality, shearing resistance, safeguard throughout the year, the problem of the aspects such as cost and inexhaustible, nexhaustible solar energy converts hot blast to and can warm oneself and utilize foam plastics, both the technical barrier of non-core-drawing pore-creating had been solved, play again the effect of sound-insulating and heat-insulating insulation;Applicant also applies for ZL200810192973.4 " a kind of expanding material for cast-in-place cavity building roof component " foam cement;These patent applications, although having tamped basis for China's Process of Housing Industrialization, but are entirely cast-in-site, poor controllability, implement technical by force, be not easily formed industrialized production.
For realizing industrialized production, applicant applies for ZL201320467350.X " a kind of cast-in-situ hollow building roof netted box component of pore-forming combination type " and ZL201420814197.8 " Self-insulation wall plate of a kind of mechanism steel mesh and light-weight inorganic thing compound " again, existing hollow building cover technology of watering is carried out General Promotion, achieve transition and upgrade, update and significantly reduce the deadweight of wallboard, add self-heat preservation heat insulation performance, exempt the worry doing wall thermal insulating again, though the problem solving industrialized production, still there is the defect of site operation poor controllability.
Country carries out steel construction strategy and assembled architecture at present, lays foundation for housing industrialization, no matter from how the connotation and extension of building extends and update, all relevant with architectural structure system;Adopt multi-functional, economy, scientific and technological content, energy-conserving and environment-protective and the market demand is big, safety coefficient is high, meet again the architectural structure system of national industrial policies and industrial development direction.Therefore, on the basis of existing background technology, being undertaken perfect by prior art, integrated application, in housing industrialization, forms novel prefabricated assembled shear wall structure system;Technology Difficulties problem is processed in factory industryization, sizing, set pattern lattice, surely assemble position, quantitatively produce prefabricated member, structure entirety is forced through the mode of cast-in-place concrete and solves, prefabricated assembled for industrialized production component and cast-in-site armored concrete are combined, solves existing system and there is technical strong, the site operation of overall cast-in-site, poor controllability, enforcement and cause environmental pollution, matter weight, energy-saving heat preserving afunction, be not easily formed the problems such as industrialized production;Research and develop the body of wall of the prefabricated assembled wall plate member combination of a kind of use, be the brand-new breakthrough realizing prefabricated assembled shear wall structure system new technique, have become as the urgent need of housing industrialization technical field innovation.
Summary of the invention
It is an object of the invention to advance Process of Housing Industrialization, utilize the body of wall of the prefabricated assembled wall plate member combination of a kind of use, improve existing shear wall structure system;Make full use of the advantage of factory industry, Prefabrication assembled wallboard component, solves existing structure system and there is overall cast-in-site poor controllability, implements technical strong, site operation and cause environmental pollution, matter weight, energy-saving heat preserving afunction, need to add the problems such as heat-insulation layer again;Structure entirety is forced through the mode of cast-in-place concrete and solves, prefabricated assembled for industrialized production wall member and cast-in-site armored concrete are combined, reach to optimize existing shear wall structure system technology, existing fabricated shear wall structural system is carried out transition and upgrade, updates.
Technical scheme is as follows, the body of wall of the prefabricated assembled wall plate member combination of a kind of use, is made up of post, beam, door or window, insulation material and prefabricated assembled wall plate member;Described post and beam are reinforced concrete structure or formed steel construction;Described prefabricated assembled wall plate member steely reinforced concrete rib, lining, Side fascia and steel mesh with ribbing are engraved;Described armored concrete rib includes assembled wallboard limit rib and assembled wallboard intermediate rib;The inner side of described lining and Side fascia has steel mesh with ribbing to engrave;Described steel mesh with ribbing is engraved by engraving net, engraving and hold net, supporting network to form;Described steel mesh with ribbing waters in engraving and is inoculated with the self-thermal insulation material that cement mortar foaming is formed.
Being more highly preferred to, described prefabricated assembled wall plate member side assembling is on the surface of post or beam.
Being more highly preferred to, described prefabricated assembled wall plate member is embedded among post or beam.
Being more highly preferred to, described rib is cavity rib.
It is more highly preferred to, described cavity rib disposes steel mesh cylinder with ribbing;Described steel mesh cylinder with ribbing waters and is inoculated with the self-thermal insulation material that cement mortar foaming is formed.
It is more highly preferred to, the limit rib of described prefabricated assembled wall plate member at least has reinforcing steel bars exposed.
Being more highly preferred to, having at least a limit in described prefabricated assembled wall plate member horizontal sides is Liu Kou or inclined-plane.
Being more highly preferred to, the appearance of described prefabricated assembled wall plate member is provided with solar energy equipment.
Being more highly preferred to, described prefabricated assembled wall plate member takes band around the bed die system of track, described keeps in balance drop around track.
A kind of body of wall of the prefabricated assembled wall plate member combination of use of the present invention, it is carry out on the basis by architectural design drawing, first decompose architectural design drawing, function and physical dimension for wallboard, assembling form quantifies, under the premise meeting principal mode specification, resolving into the drawing of the specifications and models of N number of assembled wallboard component, factory produces by the paper organization being decomposed;Produce assembled wallboard building course as follows: one. preparation, get the raw materials ready, mainly include reinforcing bar, cement, sandstone, mould, steel mesh with ribbing are engraved, cement foamed device and material, plant equipment etc.;Two. make auxiliary, 1. by the drawing making colligation rib reinforcement being decomposed, to meet energy-saving and thermal insulating requirement, it is necessary to arranging steel mesh cylinder with ribbing in the middle of colligation rib reinforcement, binding strap rib steel net cylinder becomes cavity reinforcing rib;2. assembled belt rib steel net is engraved, and the special mechanical equipments such as feeding machine, bicker system, cutter will be utilized to make steel plate dictyosome or reinforcing bar dictyosome;By engrave net compacting bending trace, engrave end net vertical direction two-port up and down pack steel plate molding edge, supporting network pack respectively after by engrave net, supporting network, engrave end net usage ratio transport composing room;Open and engrave net, from the bending trace bending of compacting, put in the V-arrangement rib engraving network edge by engraving end net molding edge, in the expanded metal lath thread amounted to, place " Jiong shape " supporting network, will engrave to net two ends split and carry out welding and make steel mesh with ribbing and engrave;3. for cold bridge isolation mode;4. intercostal through tube;5. exposed steel bar outlet mold and side crane link mould are set;6. determine, in the drawing decomposed, the connecting portion that assembled wallboard component is adjacent, the pre-buried little polyphenyl block of limit rib connecting portion, take down pre-buried little polyphenyl block during installation and be easy to reinforcing bar and expose, weld adjacent reinforcing bar, keep flatness and solidness that wallboard connects;Assembled wallboard member openings basis mould;Assembled wallboard component Liu Kou or inclined-plane add module in vertical formwork and are formed;Three. the making of assembled wallboard component; assembled wallboard component band is forwarded to die-filling workshop around the bed die system of track; equipped vertical formwork on bed die; the opening basis forming required specifications and models is framed, lays rib reinforcement, steel mesh with ribbing engraves or cold bridge isolation mode or intercostal fill siphunculus in opening basis is framed;Band is forwarded to pouring hall again around the bed die system of track. computer is automatically delivered to mixing plant in cement, sand, stone ratio and is added water and stir into concrete after joining, its slump controls within 200mm;Vibration on Start-up platform, first after the concrete of cast rib and Side fascia, engrave in interior or cavity reinforcing rib at steel mesh with ribbing and pour into Foam cement insulation material, foam cement slurry can be concentrated and pour into, fill siphunculus balanced flow by the intercostal of pre-installation and engrave in interior or cavity reinforcing rib to each steel mesh with ribbing, each steel mesh with ribbing can also be circulated into engrave in interior or cavity reinforcing rib (foam cement slurry can also pour into when resting and protecting) by monomer, thereafter concrete cast lining and assembled wallboard component surface shake flat touch optical processing after rest;Band is forwarded to steam curing system again around the bed die system of track;Forwarding band to finished product station around the bed die system of track again, form removal obtains required assembled wallboard component;It is formulated to warehouse for finished product respectively to support eventually or stock;Band forwards initial position to around the bed die system of track, enters next flow state;The assembled wallboard component that above-mentioned flow process produces, globality is strong, rational in infrastructure, and quality standard is high, and operation is controlled, and self-heat conserving is good, armored concrete rib is become cavity rib, reinforced concrete wall panel is become steel mesh concrete belt Self-insulation wall plate after weight fall sharply.The installation of assembled wallboard component, is carry out on building wall board framework horizontal plane or Vierendeel girder, is divided into two states, one, building frame post and beam are own through building up, and by hanging ring, assembled wallboard component is directly hung the assembly that puts in place, connect with different connectors, seldom set forth;Its two, cast-in-site connect install its assembled wallboard component, field fabrication prick post reinforcing bar, with engineering mould will prick post steel bar vertical parcel, install wallboard face post engineering mould both sides set reserved opening, the thickness of reserved opening width >=assembled wallboard component;Assembled wallboard component side is placed in the surface with post binding site or by assembled wallboard lifting component in the reserved opening that the engineering mould both sides pricking post reinforcing bar set, again post engineering mould two other side is fixed, the girt strip reinforcing bar that assembled wallboard component two ends are exposed extend in post reinforcing bar, adjust adjacent members interface flatness, take down pre-buried little polyphenyl block, the girt strip reinforcing bar that welding is exposed, is now cast in extending into post reinforcing bar partial assembled wallboard component in cast-in-situ reinforced concrete column with the girt strip steel exposed;Again assembled wallboard component side is placed in repeat the above steps after the surface with beam binding site or cast in situ reinforced concrete beam and floor, cast concrete is carried out maintenance, form removal, form the body of wall of the prefabricated assembled wall plate member combination of a kind of use;Body of wall exempts isothermal holding again;Both the facial ornament materials such as imitative stone coating can have been sprayed after process as long as component interface place is simply plastered by exterior wall;Arranging the band bed die system around track, allow for intersection dislocation operation, improve efficiency, by the annular connection of each workshop, band speeds to surround track one week around the bed die system of track, illustrates that an assembled wallboard component has produced;Keeping in balance drop around track, be reduce the resistance that track runs, slope is climbed up in zero load, and assembled wallboard component is poured into load row descending from concrete;In order to become active house and comprehensive utilization, at exterior surface of wall, solar energy equipment is installed, but to be undertaken by solar energy equipment erection code, avoid solar energy equipment mutually block or cause light pollution.
Accompanying drawing explanation
Fig. 1 is the body of wall elevation of the prefabricated assembled wall plate member combination of a kind of use of the present invention.
Fig. 2 is the interface embodiment of the prefabricated assembled wall plate member of the present invention and post and beam.
Fig. 3 is that the prefabricated assembled wall plate member of the present invention is embedded in post embodiment.
Fig. 4 is the cavity rib embodiment of the prefabricated assembled wall plate member of the present invention.
Fig. 5 be the prefabricated assembled wall plate member of the present invention cavity rib in pour into self-thermal insulation material enforcement figure.
Fig. 6 is the ribbed belt willow mouth embodiment of the prefabricated assembled wall plate member of the present invention.
Fig. 7 is the adjacent connection embodiment of the prefabricated assembled wall plate member of the present invention.
Detailed description of the invention
Below in conjunction with accompanying drawing, the present invention is further described.A kind of body of wall combined with prefabricated assembled wall plate member is by the prefabricated assembled wall plate member of factorial praluction, is maneuvered into job site and post and beam with cast-in-site are combined forming.
Fig. 1 is the body of wall elevation of the prefabricated assembled wall plate member combination of a kind of use of the present invention, during the invention process, it is that prefabricated assembled wall plate member 2 handling produced at factory lines is poured into a mould scene to frame column 3, the partial component 2 of prefabricated assembled wall plate member 2 and the rib reinforcement 58 exposed are embedded in post mold, carry out cast-in-site.When post and beam are formed steel construction, rib reinforcement will be exposed and be directly welded on steel column and section steel beam;Prefabricated assembled wall plate member 2 both may be designed to optimum state transverse plate, is also designed to vertical plate;The joint portion that two module components 2 are adjacent is arranged to willow mouth 592 or inclined-plane 591, prevents exterior wall rainwater from penetrating into indoor by interface;The pre-buried little polyphenyl block 7 allowing rib reinforcement easily expose in joint portion that two module components 2 are adjacent, when two module components 2 connect, little polyphenyl block 7 is broken up, it is easy to expose rib reinforcement 52 weld, for the ease of hanging, being provided with the hanging ring 521 being connected with limit rib in the rib of limit, hanging ring 521 is also covered with little polyphenyl block 7 when making cast;The foam cement slurry heat preserving and insulating material 57 poured in 6 engraved by steel mesh with ribbing, both can adopt chemical blowing, it is possible to adopt the principle of physical blowing to realize;When adopting chemical blowing, available rib filling through hole 531 is engraved at this steel mesh with ribbing and is automatically flowed equilibrium in 6, engraves in 6 if can intuitively be injected into each steel mesh with ribbing when taking physical blowing.
Fig. 2 is the interface embodiment figure of the prefabricated assembled wall plate member of the present invention and post and beam, prefabricated assembled wall plate member 2 is hung to floor by hanging ring 521, again with loop wheel machine supporting to place by beam, connector is adopted to carry out the connection of post 3 and component 2 and beam 4 and component 2.
Fig. 3 is that the prefabricated assembled wall plate member of the present invention is embedded in post embodiment, as post reinforcing bar 3 is pricked in figure field fabrication, the post steel bar vertical parcel will pricked with aluminium alloy fixed shape mould, aluminium alloy fixed shape mould does not first close, after formula wall plate member port to be assembled is embedded into and pricks post reinforcing bar 3, the assembled wallboard component by aluminium alloy fixed shape die clamp again also locks, and will extend into post reinforcing bar partial assembled wallboard component and the girt strip steel exposed now is cast in cast-in-situ reinforced concrete column.
Fig. 4 is the cavity rib embodiment of the prefabricated assembled wall plate member of the present invention, and the difficult point of exterior wall heat-preserving system is on post, beam, rib, because they exist the contradiction between structural safety and insulation;The long-pending external thermal insulation that can do greatly of post, beam body processes, but the little insulation of the volume of rib is difficult to, the present embodiment is to be evacuated by rib, both alleviated the deadweight of prefabricated assembled wall plate member, and cut off again the formation of cold bridge and the impact on insulation, specifically adopt steel mesh body with ribbing, by making steel mesh cylinder with ribbing after trace, it is placed on the centre of rib reinforcement, pours into a mould concrete, form cavity rib.
Fig. 5 be the prefabricated assembled wall plate member of the present invention cavity rib in pour into self-thermal insulation material embodiment, the present embodiment is to adopt steel mesh body with ribbing, by making steel mesh cylinder with ribbing after trace, it is placed on the centre of rib reinforcement, cast concrete, form cavity rib, in forming cavity rib, pour into Foam cement insulation material thereafter.
Fig. 6 is the ribbed belt willow mouth embodiment of the prefabricated assembled wall plate member of the present invention, and the present embodiment is that the joint portion that two module components 2 are adjacent is arranged to willow mouth 592 or inclined-plane 591, it is prevented that exterior wall rainwater penetrates into indoor by interface;Its face, outer of willow mouth 592 should lid curved surface, the broadside on inclined-plane 591 is in the outside of exterior wall.
Fig. 7 is the adjacent connection embodiment of the prefabricated assembled wall plate member of the present invention, the adjacent connection of the prefabricated assembled wall plate member of the present embodiment, adopt component 2 adjacent solder technique, by adjacent rib reinforcement welding, during because of cast concrete, rib reinforcement is easily wrapped up by concrete, give to connect and increase difficulty, cover the rib reinforcement of junction with little polyphenyl block 7 temporarily, taking out little polyphenyl block 7 once connecting at once, welding rapidly.
Finally should be noted that: above example is only in order to illustrate that technical scheme is not intended to limit, although the present invention being described in detail with reference to above-described embodiment, those of ordinary skill in the field are to be understood that, still the specific embodiment of the present invention can be modified or equivalent replacement, and without departing from any amendment of spirit and scope of the invention or equivalent replace, it all should be encompassed in the middle of scope of the presently claimed invention.

Claims (9)

1. the body of wall combined with prefabricated assembled wall plate member, is made up of post, beam, door or window, insulation material and prefabricated assembled wall plate member;Described post and beam are reinforced concrete structure or formed steel construction;Described prefabricated assembled wall plate member steely reinforced concrete rib, lining, Side fascia and steel mesh with ribbing are engraved;Described armored concrete rib includes assembled wallboard limit rib and assembled wallboard intermediate rib;The inner side of described lining and Side fascia has steel mesh with ribbing to engrave;Described steel mesh with ribbing is engraved by engraving net, engraving and hold net, supporting network to form;Described steel mesh with ribbing waters in engraving and is inoculated with the self-thermal insulation material that cement mortar foaming is formed.
2. the body of wall of the prefabricated assembled wall plate member combination of a kind of use as claimed in claim 1, it is characterised in that described prefabricated assembled wall plate member side assembling is on the surface of post or beam.
3. the body of wall of the prefabricated assembled wall plate member combination of a kind of use as claimed in claim 1, it is characterised in that described prefabricated assembled wall plate member is embedded among post or beam.
4. the body of wall of the prefabricated assembled wall plate member combination of a kind of use as claimed in claim 1, it is characterised in that described rib is cavity rib.
5. the body of wall of the prefabricated assembled wall plate member combination of a kind of use as claimed in claim 1, it is characterised in that dispose steel mesh cylinder with ribbing in described cavity rib;Described steel mesh cylinder with ribbing waters and is inoculated with the self-thermal insulation material that cement mortar foaming is formed.
6. the body of wall of the prefabricated wall plate member combination of a kind of use as claimed in claim 1, it is characterised in that at least have reinforcing steel bars exposed in the limit rib of described prefabricated assembled wall plate member.
7. the body of wall of the prefabricated wall plate member combination of a kind of use as claimed in claim 1, it is characterised in that having at least a limit in described prefabricated assembled wall plate member horizontal sides is Liu Kou or inclined-plane.
8. the body of wall of the prefabricated wall plate member combination of a kind of use as claimed in claim 1, it is characterised in that the appearance of described prefabricated assembled wall plate member is provided with solar energy equipment.
9. the body of wall of a kind of use as claimed in claim 1 prefabricated wall plate member combination, it is characterised in that prefabricated assembled wall plate member takes band around the bed die system of track, described keeps in balance drop around track.
CN201610296939.6A 2016-05-06 2016-05-06 Wall for prefabricated wallboard component assembling Pending CN105804235A (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106351375A (en) * 2016-10-21 2017-01-25 王本淼 Stress island assembled type hollow floor
CN106368360A (en) * 2016-10-21 2017-02-01 王本淼 Fabricated type cavity board for forming bidirectional-loading floor system
CN106381951A (en) * 2016-10-21 2017-02-08 王本淼 Assembling type building cavity floor slab
CN108193829A (en) * 2017-12-30 2018-06-22 贵州浙黔钢结构有限公司 The bridging method and structure of a kind of assembled wallboard

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08135049A (en) * 1994-11-07 1996-05-28 Nakano Corp:Kk Construction method of building using precast concrete wall member
CN2307854Y (en) * 1997-03-06 1999-02-17 北京市建筑工程研究院 Energy-saving side fascia with thermal insulating layer
CN2319470Y (en) * 1997-12-12 1999-05-19 西安建筑科技大学 Dense rib type compound wall board
CN1804263A (en) * 2006-01-13 2006-07-19 姚谦峰 Multi-rib structure system and its connection construction method
CN2804222Y (en) * 2005-07-20 2006-08-09 吴方伯 R.C. ribbed floor slab
CN101173728A (en) * 2003-10-30 2008-05-07 邱则有 Thin walled pipe for concrete filling
CN102383506A (en) * 2011-08-26 2012-03-21 傅礼铭 Bidirectional intensively ribbed mold clamp wall body
CN103696514A (en) * 2013-12-26 2014-04-02 北京工业大学 T-frame component and lightweight concrete body fabricated shear wall and connection structure thereof
CN105421663A (en) * 2015-12-23 2016-03-23 王本淼 Ribbed steel engraved mesh for cast-in-place cavity floor
CN206110324U (en) * 2016-05-06 2017-04-19 湖南标迪夫节能科技有限公司 Wall body with prefabricated assembled wall panel component combination

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08135049A (en) * 1994-11-07 1996-05-28 Nakano Corp:Kk Construction method of building using precast concrete wall member
CN2307854Y (en) * 1997-03-06 1999-02-17 北京市建筑工程研究院 Energy-saving side fascia with thermal insulating layer
CN2319470Y (en) * 1997-12-12 1999-05-19 西安建筑科技大学 Dense rib type compound wall board
CN101173728A (en) * 2003-10-30 2008-05-07 邱则有 Thin walled pipe for concrete filling
CN2804222Y (en) * 2005-07-20 2006-08-09 吴方伯 R.C. ribbed floor slab
CN1804263A (en) * 2006-01-13 2006-07-19 姚谦峰 Multi-rib structure system and its connection construction method
CN102383506A (en) * 2011-08-26 2012-03-21 傅礼铭 Bidirectional intensively ribbed mold clamp wall body
CN103696514A (en) * 2013-12-26 2014-04-02 北京工业大学 T-frame component and lightweight concrete body fabricated shear wall and connection structure thereof
CN105421663A (en) * 2015-12-23 2016-03-23 王本淼 Ribbed steel engraved mesh for cast-in-place cavity floor
CN206110324U (en) * 2016-05-06 2017-04-19 湖南标迪夫节能科技有限公司 Wall body with prefabricated assembled wall panel component combination

Cited By (7)

* Cited by examiner, † Cited by third party
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CN106351375A (en) * 2016-10-21 2017-01-25 王本淼 Stress island assembled type hollow floor
CN106368360A (en) * 2016-10-21 2017-02-01 王本淼 Fabricated type cavity board for forming bidirectional-loading floor system
CN106381951A (en) * 2016-10-21 2017-02-08 王本淼 Assembling type building cavity floor slab
CN106381951B (en) * 2016-10-21 2019-03-26 王本淼 A kind of assembled architecture cavity floor
CN106368360B (en) * 2016-10-21 2020-08-18 王本淼 Assembled cavity plate for forming bidirectional stress floor
CN106351375B (en) * 2016-10-21 2020-08-18 王本淼 Stress island assembled cavity floor
CN108193829A (en) * 2017-12-30 2018-06-22 贵州浙黔钢结构有限公司 The bridging method and structure of a kind of assembled wallboard

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Application publication date: 20160727