CN105804284A - Cast-in-place combined outer wall body of prefabricated assembling type wallboard component - Google Patents

Cast-in-place combined outer wall body of prefabricated assembling type wallboard component Download PDF

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Publication number
CN105804284A
CN105804284A CN201610300256.3A CN201610300256A CN105804284A CN 105804284 A CN105804284 A CN 105804284A CN 201610300256 A CN201610300256 A CN 201610300256A CN 105804284 A CN105804284 A CN 105804284A
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CN
China
Prior art keywords
plate member
rib
cast
wall plate
prefabricated assembled
Prior art date
Application number
CN201610300256.3A
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Chinese (zh)
Inventor
王本淼
王海崴
韩爱兴
李国强
程志军
Original Assignee
湖南标迪夫节能科技有限公司
王本淼
王海崴
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Application filed by 湖南标迪夫节能科技有限公司, 王本淼, 王海崴 filed Critical 湖南标迪夫节能科技有限公司
Priority to CN201610300256.3A priority Critical patent/CN105804284A/en
Publication of CN105804284A publication Critical patent/CN105804284A/en

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Classifications

    • 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
    • E04B2/56Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/64Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
    • 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
    • E04B2/84Walls made by casting, pouring, or tamping in situ
    • E04B2/86Walls made by casting, pouring, or tamping in situ made in permanent forms

Abstract

The invention provides a cast-in-place combined outer wall body of a prefabricated assembling type wallboard component. The cast-in-place combined outer wall body is composed of a column body steel bar, a beam body steel bar, a door and window hole and the prefabricated assembling type wallboard component, wherein a die-entering hole of the prefabricated assembling type wallboard component is reserved in a die surface of the column body steel bar; the prefabricated assembling type wallboard component comprises a reinforced concrete rib, an inner wallboard and an outer wallboard; the reinforced concrete rib comprises a prefabricated assembling type wallboard component edge rib and an assembling type wallboard middle rib; a steel bar is exposed on at least one side face in the prefabricated assembling type wallboard component edge rib; the exposed steel bar of the prefabricated assembling type wallboard component and the column body steel bar are bundled or welded and then concrete is poured into a die of the same column. The assembling type wallboard component is strong in integrity, reasonable in structure, high in quality standard and good in self-heat-insulation property, and has controllable procedure; after the reinforced concrete rib is changed into a hollow cavity rib and the reinforced concrete wallboard is changed into the steel net concrete self-heat-insulation wallboard, the weight is greatly reduced.

Description

A kind of exterior wall of the cast-in-place combination of prefabricated assembled wall plate member

Technical field

The present invention relates to a kind of housing industrialization systems technology, be specifically related to the exterior wall technology of a kind of cast-in-place combination of prefabricated assembled wall plate member.

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;Although these patent applications have 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 exterior wall of a kind of cast-in-place combination of prefabricated assembled wall plate member, be the moat 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 exterior wall of a kind of cast-in-place combination of prefabricated assembled wall plate member, 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;For strengthening the globality of structure, by prefabricated assembled wall plate member exposed steel bar and cylinder reinforcing bar binding or after welding in same post mold cast concrete;Separately engrave prefabricated assembled wallboard component self-heat conserving effect with steel mesh with ribbing, exempt exterior wall and do external thermal insulation again, again armored concrete rib is formed cavity rib by steel mesh cylinder with ribbing, steel mesh cylinder with ribbing waters and is inoculated with the self-thermal insulation material that cement foamed slurry is formed, both the weight of prefabricated assembled wall plate member had been alleviated, cut off again cold bridge, it is achieved self-heat conserving function.

Technical scheme is as follows, the exterior wall of a kind of cast-in-place combination of prefabricated assembled wall plate member, is made up of cylinder reinforcing bar, beam body reinforcing bar, door-window opening and prefabricated assembled wall plate member;Described cylinder reinforcing bar die face, reserved prefabricated assembled wall plate member enters die orifice;Described prefabricated assembled wall plate member steely reinforced concrete rib, lining and Side fascia;Described armored concrete rib includes prefabricated assembled wall plate member limit rib and assembled wallboard intermediate rib;In the limit rib of described prefabricated assembled wall plate member, there is reinforcing steel bars exposed at least one side;Described prefabricated assembled wall plate member exposed steel bar and cylinder reinforcing bar binding or in same post mold, pour into a mould concrete after welding.

Described armored concrete rib is cavity rib, and cavity rib is formed by steel mesh cylinder with ribbing.

Steel mesh with ribbing inside described lining and Side fascia waters in engraving and is inoculated with the self-thermal insulation material that foam cement slurry is formed.

Described lining and Side fascia are built up by steel mesh concrete.

Described steel mesh with ribbing is engraved by engraving net, engraving and hold net, supporting network to form;Described engrave net, engrave end net, supporting network belongs to metal material.

Having at least one side in described prefabricated assembled wall plate member horizontal sides is Liu Kou or inclined-plane.

The appearance of described prefabricated assembled wall plate member is provided with solar energy equipment.

A kind of exterior wall of the cast-in-place combination of prefabricated assembled wall plate member 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, it is carry out on building wall board framework horizontal plane or Vierendeel girder, cast-in-site connects installs its assembled wallboard component, post reinforcing bar is pricked in field fabrication, the post steel bar vertical parcel will pricked with engineering mould, reserved opening is set, the thickness of reserved opening width >=assembled wallboard component in the post engineering mould both sides installing wallboard face;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, forms the exterior wall of a kind of cast-in-place combination of prefabricated assembled wall plate member;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 exterior wall plane graph of a kind of cast-in-place combination of prefabricated assembled wall plate member of the present invention.

Fig. 2 is that structure chart engraved by present invention steel mesh with ribbing.

Fig. 3 is the cavity rib embodiment of the assembled wallboard component of the present invention.

Fig. 4 is that assembled wallboard component rib reinforcement of the present invention exposes embodiment.

Fig. 5 is the ribbed belt willow mouth 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.

Fig. 1 is the exterior wall plane graph of a kind of cast-in-place combination of prefabricated assembled wall plate member 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 that structure chart engraved by present invention steel mesh with ribbing, as shown in Figure 2, engrave 6 by utilizing the special mechanical equipment such as feeding machine, bicker system, cutter to make expanded metal lath, at the construction field (site) by bending tool, engrave net 61 main body by what 6 peripheries engraved by bending form one by one steel mesh with ribbing in bending trace place;Factory engraves end net 62 expanded metal lath body length according to the height that steel mesh with ribbing is engraved needed for cutting; engrave end net 62 for every and cut out sheet metal two panels; the width of 6 engraved by two panels sheet metal leaf length≤steel mesh with ribbing; with special equipment, sheet metal sheet is pressed into V-shape; V-shape sheet metal sheet is wrapped in by stamping machine after engraving the two ends of end net 62 and engraves end net two-port pressing by parcel; both end net two-port was engraved in shaping protection, and inhibitory action is played in the distortion again steel mesh with ribbing engraved, and steel mesh with ribbing is engraved 6 inside and supported by supporting network.

Fig. 3 is the cavity rib embodiment of the assembled wallboard component 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. 4 is that assembled wallboard component rib reinforcement of the present invention exposes 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, rational in infrastructure firm in order to assemble, now it is cast in extending into post reinforcing bar partial assembled wallboard component in cast-in-situ reinforced concrete column with the rib reinforcement exposed.

Fig. 5 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.

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 (7)

1. an exterior wall for the cast-in-place combination of prefabricated assembled wall plate member, is made up of cylinder reinforcing bar, beam body reinforcing bar, door-window opening and prefabricated assembled wall plate member;Described cylinder reinforcing bar die face, reserved prefabricated assembled wall plate member enters die orifice;Described prefabricated assembled wall plate member steely reinforced concrete rib, lining and Side fascia;Described armored concrete rib includes prefabricated assembled wall plate member limit rib and assembled wallboard intermediate rib;In the limit rib of described prefabricated assembled wall plate member, there is reinforcing steel bars exposed at least one side;Described prefabricated assembled wall plate member exposed steel bar and cylinder reinforcing bar binding or in same post mold, pour into a mould concrete after welding.
2. the exterior wall of a kind of cast-in-place combination of prefabricated assembled wall plate member as claimed in claim 1, it is characterised in that described armored concrete rib is cavity rib, and cavity rib is formed by steel mesh cylinder with ribbing.
3. the exterior wall of a kind of cast-in-place combination of prefabricated assembled wall plate member as claimed in claim 1, it is characterised in that the steel mesh with ribbing inside described lining and Side fascia waters in engraving and is inoculated with the self-thermal insulation material that foam cement slurry is formed.
4. the exterior wall of a kind of cast-in-place combination of prefabricated assembled wall plate member as claimed in claim 1, it is characterised in that described lining and Side fascia are built up by steel mesh concrete.
5. the exterior wall of a kind of cast-in-place combination of prefabricated assembled wall plate member as claimed in claim 1, it is characterised in that described steel mesh with ribbing is engraved by engraving net, engraving and hold net, supporting network to form;Described engrave net, engrave end net, supporting network belongs to metal material.
6. the exterior wall of a kind of cast-in-place combination of prefabricated assembled wall plate member as claimed in claim 1, it is characterised in that having at least one side in described prefabricated assembled wall plate member horizontal sides is curved surface or inclined-plane.
7. the exterior wall of a kind of cast-in-place combination of prefabricated assembled wall plate member 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.
CN201610300256.3A 2016-05-06 2016-05-06 Cast-in-place combined outer wall body of prefabricated assembling type wallboard component CN105804284A (en)

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CN201610300256.3A CN105804284A (en) 2016-05-06 2016-05-06 Cast-in-place combined outer wall body of prefabricated assembling type wallboard component

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Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05141025A (en) * 1991-11-22 1993-06-08 Ohbayashi Corp Constructing method for reinforced concrete wall
CN101173728A (en) * 2003-10-30 2008-05-07 邱则有 Thin walled pipe for concrete filling
CN102061743A (en) * 2010-11-26 2011-05-18 清华大学建筑设计研究院 Frame-shear wall structure building of dismantling-free prefabricated reinforced concrete formwork and construction method thereof
CN102071815A (en) * 2011-01-20 2011-05-25 谢英俊 Wall with tie steel mesh structure
CN103015565A (en) * 2012-09-09 2013-04-03 黑龙江宇辉新型建筑材料有限公司 Prefabricated and assembled type integrated reinforced concrete load bearing wall and building construction method
CN203066294U (en) * 2013-03-07 2013-07-17 浙江省建筑科学设计研究院有限公司 Assembled multifunctional outer wall body
CN104674995A (en) * 2015-02-13 2015-06-03 王本淼 Steel meshed body for building energy-saving integration
CN204475588U (en) * 2014-12-18 2015-07-15 王海葳 The body of wall that a kind of steel reticulate body and foam cement are poured into a mould
CN204728545U (en) * 2015-02-13 2015-10-28 王本淼 A kind of building energy conservation integral structure utilizing steel reticulate body to be formed
CN105275145A (en) * 2015-11-19 2016-01-27 王硕干 Assembly type multifunctional composite wallboard
CN105421663A (en) * 2015-12-23 2016-03-23 王本淼 Ribbed steel engraved mesh for cast-in-place cavity floor

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05141025A (en) * 1991-11-22 1993-06-08 Ohbayashi Corp Constructing method for reinforced concrete wall
CN101173728A (en) * 2003-10-30 2008-05-07 邱则有 Thin walled pipe for concrete filling
CN102061743A (en) * 2010-11-26 2011-05-18 清华大学建筑设计研究院 Frame-shear wall structure building of dismantling-free prefabricated reinforced concrete formwork and construction method thereof
CN102071815A (en) * 2011-01-20 2011-05-25 谢英俊 Wall with tie steel mesh structure
CN103015565A (en) * 2012-09-09 2013-04-03 黑龙江宇辉新型建筑材料有限公司 Prefabricated and assembled type integrated reinforced concrete load bearing wall and building construction method
CN203066294U (en) * 2013-03-07 2013-07-17 浙江省建筑科学设计研究院有限公司 Assembled multifunctional outer wall body
CN204475588U (en) * 2014-12-18 2015-07-15 王海葳 The body of wall that a kind of steel reticulate body and foam cement are poured into a mould
CN104674995A (en) * 2015-02-13 2015-06-03 王本淼 Steel meshed body for building energy-saving integration
CN204728545U (en) * 2015-02-13 2015-10-28 王本淼 A kind of building energy conservation integral structure utilizing steel reticulate body to be formed
CN105275145A (en) * 2015-11-19 2016-01-27 王硕干 Assembly type multifunctional composite wallboard
CN105421663A (en) * 2015-12-23 2016-03-23 王本淼 Ribbed steel engraved mesh for cast-in-place cavity floor

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