CN105908863A - Precast fabricated type beam wall combination member - Google Patents

Precast fabricated type beam wall combination member Download PDF

Info

Publication number
CN105908863A
CN105908863A CN201610325805.2A CN201610325805A CN105908863A CN 105908863 A CN105908863 A CN 105908863A CN 201610325805 A CN201610325805 A CN 201610325805A CN 105908863 A CN105908863 A CN 105908863A
Authority
CN
China
Prior art keywords
light
concrete
steel
combined
prefabricated assembled
Prior art date
Application number
CN201610325805.2A
Other languages
Chinese (zh)
Inventor
徐强
许建国
幺传杰
肖际兰
Original Assignee
北京研创绿建科技有限公司
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 北京研创绿建科技有限公司 filed Critical 北京研创绿建科技有限公司
Priority to CN201610325805.2A priority Critical patent/CN105908863A/en
Publication of CN105908863A publication Critical patent/CN105908863A/en

Links

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
    • 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
    • E04B2/58Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
    • 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

Abstract

The invention provides a precast fabricated type beam wall combination member, and relates to the technical field of a fabricated type beam wall combination member. The precast fabricated type beam wall combination member integrally consists of three parts of a precast fabricated type beam, a light-steel light-concrete wall body and connecting pieces between the precast fabricated type beam and the light-steel light-concrete wall body, wherein the precast fabricated type beam can be a precast fabricated type member in any other form, such as a precast fabricated type steel beam, a concrete superposed beam, or a concrete flat beam and the like; the light-steel light-concrete wall body is a light-steel light-concrete composite wall body which is integrally formed by light steel, light concrete and other components, wherein the light steel is used as a framework of the wall body; the light concrete is used as a filling material of the wall body; the connecting pieces between the precast fabricated type beam and the light-steel light-concrete wall body are connecting members between the precast fabricated type beam and the light-steel light-concrete wall body, and comprise a rear anchor fastener required by the connection between a light-steel framework and a precast fabricated type concrete beam, and a welding member between the light-steel light-concrete composite wall body and a precast steel beam. The precast fabricated type beam wall combination member disclosed by the invention is light in dead weight and low in rigidity, has favorable mechanical performance, and meets the requirements of buildings for filling wall bodies.

Description

A kind of prefabricated assembled beam wall combined member

Technical field

The invention belongs to prefabrication field, particularly to a kind of prefabricated assembled beam wall combined member.

Background technology

Assembled architecture is that building trade develops irreversible trend, and this developing direction need to overcome node to connect outside a difficult problem, still needs and realizes the precast assembly of non-stress component.In the demonstration project of present stage, dry wall, based on sandwich composite wall, is processed with precast beam simultaneously, transports, is lifted and on-site consolidation.This way exists that the biggest drawback, i.e. sandwich composite wall be big from great, rigidity, high cost.Premenstruum is studied, and light-steel light-concrete combined wall, as the solution of dry wall, can be prevented effectively from the problems referred to above, realizes fire prevention, sound insulation, the Architecural Physics function such as moistureproof and heat insulation simultaneously.Precast beam and light-steel light-concrete body of wall are combined as an entirety by connection by post-installed fastenings part, bar planting or the form such as weld, become the precast beam wall combined member that this patent describes, both the drawback of sandwich composition walling it had been avoided that, prefabrication and assembly construction can be realized again, huge economic benefit and social benefit can be produced.

Summary of the invention

Present invention aim at: the problem existed for precast beam wall combined member in current prefabrication, overcome prefabrication and assembly construction sandwich wall from drawback great, that rigidity is big and cost is high, and provide a kind of novel prefabricated assembled beam wall combined member.

It is an object of the invention to be achieved through the following technical solutions:

A kind of prefabricated assembled beam wall combined member, including prefabricated assembled beam, light-steel light-concrete combined wall wall core, the connector between prefabricated assembled beam and light-steel light-concrete combined wall between body of wall surface layer and prefabricated assembled beam and light-steel light-concrete combined wall wall core, it is characterized in that, the both sides of described light-steel light-concrete combined wall wall core are provided with body of wall surface layer, the upper end of light-steel light-concrete combined wall wall core and the upper end of body of wall surface layer are provided with prefabricated assembled beam, light-steel light-concrete combined wall wall core and prefabricated assembled beam are combined as entirety by the connector between prefabricated assembled beam and light-steel light-concrete combined wall.

Described prefabricated assembled beam is prefabricated assembled concrete composite beam or is prefabricated assembled girder steel.

Prefabricated assembled beam is specially prefabricated assembled concrete composite beam, uses the connector between light-steel light-concrete combined wall and prefabricated assembled composite beam to be connected between light-steel light-concrete combined wall wall core and prefabricated assembled concrete composite beam;Prefabricated assembled beam is specially prefabricated assembled girder steel, uses welded connections between light-steel light-concrete combined wall and prefabricated girder steel to be connected between light-steel light-concrete combined wall wall core and prefabricated assembled girder steel.

The invention has the beneficial effects as follows: 1, the present invention can meet building industrialization demand.Prefabrication, on-site consolidation can be realized.Can carry out prefabricated processing according to design size, block-type is big, good integrity, and efficiency of construction is high, and stripe board can be overcome to splice too much shortcoming at the construction field (site).2, the present invention is low from heavy and light, rigidity, has excellent mechanical property, meets the building requirement to filled wall.Compared with the sandwich type wall panel used in Present Domestic demonstration project, this wall stiffness is little, does not change the distribution of original structure design rigidity, and its mechanical property keeps consistent with traditional lightweight blockwork.From heavy and light, it is possible to resolve current prefabricated filling wall weight is big, transport, lift the problems such as difficulty.Compared with the small-sized batten used, factory process making can be carried out according to design, reduce on-site consolidation and wet trade workload.3, the present invention is beneficial to environmental protection.Involved light steel and lightweight concrete, after simple process, can realize reclaiming completely, it is achieved cycling and reutilization, meets " century-old building " to the requirement filling wall.4, the present invention has excellent Architecural Physics function.Lightweight concrete is incombustible material, can realize fire prevention;A large amount of tiny cavity within body of wall can realize sound insulation and noise reduction;The outside water-proofing treatment of body of wall can realize waterproof, moistureproof;The relatively low heat conductivity of light material can realize insulation.5, the present invention has the huge advantage of low cost.

Accompanying drawing explanation

Fig. 1 is the section of structure of the present invention.

Fig. 2 is the section of structure of the embodiment of the present invention 1.

Fig. 3 is the section of structure of the embodiment of the present invention 2.

Fig. 4 is the light-steel light-concrete wall core elevation of the present invention.

Fig. 5 is square-section of the present invention light steel skeleton wall core profile.

Fig. 6 is C-shaped cross section light steel skeleton wall core profile of the present invention.

Reference in figure: 1 is prefabricated assembled beam, 2 is the connector between prefabricated assembled beam and light-steel light-concrete combined wall, 3 is light-steel light-concrete combined wall wall core, 4 is body of wall surface layer, 5 is prefabricated assembled concrete composite beam, 6 is the connector between light-steel light-concrete combined wall and prefabricated assembled composite beam, 7 is prefabricated assembled girder steel, 8 is welded connections between light-steel light-concrete combined wall and prefabricated girder steel, 9 is light steel skeleton, 10 is lightweight concrete, 11 is the light steel of vertical rectangle, 12 is the light steel of horizontal rectangle, 13 is the light steel of vertical c-type, 14 is the light steel of horizontal c-type.

Detailed description of the invention

Below in conjunction with accompanying drawing, the present invention is described in further detail: the present embodiment is implemented under premised on technical solution of the present invention, gives detailed embodiment, but protection scope of the present invention is not limited to following embodiment.

As shown in Figure 1 and Figure 4, one prefabricated assembled beam wall combined member described in the present embodiment, including prefabricated assembled beam 1, connector 2 between prefabricated assembled beam 1 and light-steel light-concrete combined wall wall core 3, light-steel light-concrete combined wall wall core 3 and body of wall surface layer 4, the both sides of described light-steel light-concrete combined wall wall core 3 are provided with body of wall surface layer 4, the upper end of light-steel light-concrete combined wall wall core 3 and the upper end of body of wall surface layer 4 are provided with prefabricated assembled beam 1, described light-steel light-concrete combined wall wall core 3 is made up of light steel skeleton 9 and lightweight concrete 10, in the inner chamber of light steel skeleton 9, light filling concrete 10 forms light-steel light-concrete combined wall wall core 3.It is attached by connector 2 between prefabricated assembled beam 1 and light-steel light-concrete combined wall wall core 3.

Described prefabricated assembled beam 1 can be prefabricated assembled concrete composite beam 5 and prefabricated assembled girder steel 7.

Connector between described prefabricated assembled beam and light-steel light-concrete wall can use welded connections 8 between connector 6 or light-steel light-concrete combined wall and the prefabricated girder steel between various rear anchoring light-steel light-concrete combined walls and prefabricated assembled composite beam.

Described body of wall surface layer can use finished wall board, it is possible to uses tradition mortar plastering surface layer.

Described light-steel light-concrete combined wall wall core 3 is made up of light steel skeleton 9 and lightweight concrete 10, and in the inner chamber of light steel skeleton 9, light filling concrete 10 forms light-steel light-concrete combined wall wall core 3.

Described light steel skeleton 9 is made up of horizontal reinforcing bar and longitudinal reinforcing bar.

The light steel that described light steel skeleton 9 uses is the shaped steel that wall thickness is less than or equal to 10mm, and its section form can be the finished steel cross sections such as c-type, U-shaped, L-type or grooved, it is possible to for the lattice compound section of all types of cross sections shaped steel.

Described lightweight concrete 10 is not higher than the concrete material of 1900kg/m3 for unit weight.

Described lightweight concrete 10 kind includes but not limited to: foam concrete, granular polystyrene concrete, haydite concrete, pumecrete, slag concrete, light weight sand concrete, expanded slag concrete, coal gangue concrete, shale ceramisite concrete, expanded perlite concrete or light block are the composite lightweight concrete of coarse aggregate.

Embodiment 1

As shown in Fig. 2, Fig. 4 and Fig. 5, described prefabricated assembled beam 1 is specially prefabricated assembled concrete composite beam 5, is connected with each other by connector 6 between prefabricated assembled concrete composite beam 5 and light-steel light-concrete combined wall wall core 3.

The gentliest steel 11 and the lightest steel 12 connect formation light steel skeleton 9;Light filling concrete 10 in the inner chamber of light steel skeleton 9, is collectively forming light-steel light-concrete combined wall wall core 3 with light steel skeleton 9;Set body of wall surface layer 4 outside light-steel light-concrete wall core 3 and form light-steel light-concrete body of wall;Light-steel light-concrete combined wall is attached with prefabricated assembled concrete composite beam 5 by the connector 6 between light-steel light-concrete combined wall and composite beam, and three collectively forms prefabricated assembled beam wall combined member.

Connector 6 between described light-steel light-concrete combined wall and composite beam is designed according to relevant specification of country and constructs.

Described prefabricated assembled concrete composite beam 5 carries out prefabricated according to relevant specification of country, and every technique meets related specifications or atlas requirement.

Embodiment 2:

As shown in Fig. 3, Fig. 4 and Fig. 6, described prefabricated assembled beam 1 is specially prefabricated assembled girder steel 7, is connected with each other by the welded connections 8 between light-steel light-concrete combined wall and prefabricated girder steel between prefabricated assembled girder steel 7 and light-steel light-concrete combined wall wall core 3.

Longitudinal light steel of c-type 13 and horizontal c-type light steel 14 connect formation light steel skeleton 9;Light filling concrete 10 in the inner chamber of light steel skeleton 9, is collectively forming light-steel light-concrete combined wall wall core 3 with light steel skeleton 9;Set body of wall surface layer 4 outside light-steel light-concrete wall core 3 and form light-steel light-concrete body of wall;Light-steel light-concrete combined wall is attached with prefabricated assembled girder steel 7 by the welded connections 8 between light-steel light-concrete combined wall and prefabricated girder steel, and three collectively forms prefabricated assembled beam wall combined member.

Described prefabricated assembled girder steel 7 carries out prefabricated according to relevant specification of country, and every technique meets related specifications or atlas requirement.

Welded connections 8 between light-steel light-concrete combined wall and prefabricated girder steel is designed according to relevant specification of country and constructs.

The above; it is only the present invention preferably detailed description of the invention; these detailed description of the invention are all based on the different implementations under general idea of the present invention; and protection scope of the present invention is not limited thereto; any those familiar with the art is in the technical scope that the invention discloses; the change that can readily occur in or replacement, all should contain within protection scope of the present invention.Therefore, protection scope of the present invention should be as the criterion with the protection domain of claims.

Claims (10)

1. a prefabricated assembled beam wall combined member, including prefabricated assembled beam (1), light-steel light-concrete combined wall wall core (3), pre-between body of wall surface layer (4) and prefabricated assembled beam (1) and light-steel light-concrete combined wall wall core (3) Connector (2) between assembled beam processed and light-steel light-concrete combined wall, it is characterised in that described light-steel light-concrete The both sides of combined wall wall core (3) are provided with body of wall surface layer (4), the upper end of light-steel light-concrete combined wall wall core (3) and The upper end of body of wall surface layer (4) is provided with prefabricated assembled beam (1), light-steel light-concrete combined wall wall core (3) and prefabricated dress Join formula beam (1) and be combined as entirety by the connector (2) between prefabricated assembled beam and light-steel light-concrete combined wall.
Prefabricated assembled beam wall combined member the most according to claim 1, it is characterised in that described prefabricated assembled beam (1) For prefabricated assembled concrete composite beam (5) or be prefabricated assembled girder steel (7).
Prefabricated assembled beam wall combined member the most according to claim 2, it is characterised in that prefabricated assembled beam (1) It is specially prefabricated assembled concrete composite beam (5), light-steel light-concrete combined wall wall core (3) and prefabricated assembled coagulation The connector (6) between light-steel light-concrete combined wall and prefabricated assembled composite beam is used even between soil composite beam (5) Connect;Prefabricated assembled beam (1) be specially prefabricated assembled girder steel (7), light-steel light-concrete combined wall wall core (3) with Welded connections (8) between light-steel light-concrete combined wall and prefabricated girder steel is used to connect between prefabricated assembled girder steel (7) Connect.
Prefabricated assembled beam wall combined member the most according to claim 1, it is characterised in that described light-steel light-concrete is multiple Close body of wall wall core (3) to be made up of light steel skeleton (9) and lightweight concrete (10), the inner chamber of light steel skeleton (9) is filled Lightweight concrete (10) forms light-steel light-concrete combined wall wall core (3).
Prefabricated assembled beam wall combined member the most according to claim 1, it is characterised in that described body of wall surface layer (4) Use finished wall board or use tradition mortar plastering surface layer.
Prefabricated assembled beam wall combined member the most according to claim 4, it is characterised in that described light steel skeleton (9) It is made up of horizontal reinforcing bar and longitudinal reinforcing bar.
Prefabricated assembled beam wall combined member the most according to claim 4, it is characterised in that described light steel skeleton (9) The light steel used is shaped steel or the lattice shaped steel that wall thickness is less than or equal to 10mm.
Prefabricated assembled beam wall combined member the most according to claim 7, it is characterised in that shaped steel section form is C Type, U-shaped, L-type or grooved finished steel.
Prefabricated assembled beam wall combined member the most according to claim 4, it is characterised in that described lightweight concrete (10) It is not higher than 1900kg/m for unit weight3Composite concrete material.
10. according to the prefabricated assembled beam wall combined member described in claim 4 or 9, it is characterised in that described lightweight is mixed Solidifying soil (10) including: foam concrete, granular polystyrene concrete, haydite concrete, pumecrete, scoria coagulation Soil, light weight sand concrete, expanded slag concrete, coal gangue concrete, shale ceramisite concrete, expanded perlite concrete Or light block is the composite lightweight concrete of coarse aggregate.
CN201610325805.2A 2016-05-17 2016-05-17 Precast fabricated type beam wall combination member CN105908863A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610325805.2A CN105908863A (en) 2016-05-17 2016-05-17 Precast fabricated type beam wall combination member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610325805.2A CN105908863A (en) 2016-05-17 2016-05-17 Precast fabricated type beam wall combination member

Publications (1)

Publication Number Publication Date
CN105908863A true CN105908863A (en) 2016-08-31

Family

ID=56749048

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610325805.2A CN105908863A (en) 2016-05-17 2016-05-17 Precast fabricated type beam wall combination member

Country Status (1)

Country Link
CN (1) CN105908863A (en)

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0392610A2 (en) * 1989-04-10 1990-10-17 Bruce Harrington Wall units for constructing buildings
CN2856237Y (en) * 2005-05-20 2007-01-10 任丙辉 Light-weight mounting II-type light-weight steel member for building
CN202000487U (en) * 2011-02-17 2011-10-05 张剑 Precast beam and precast slab compounded wall board body
CN102433955A (en) * 2012-02-02 2012-05-02 孙有芳 Assembling prefabricated light steel composite load-bearing wall panel
CN105275116A (en) * 2015-11-26 2016-01-27 沈阳建筑大学 Light inner wall and steel beam connection structure with self-tapping screws
CN205637236U (en) * 2016-05-17 2016-10-12 北京研创绿建科技有限公司 Prefabricated assembled roof beam wall combined member

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0392610A2 (en) * 1989-04-10 1990-10-17 Bruce Harrington Wall units for constructing buildings
CN2856237Y (en) * 2005-05-20 2007-01-10 任丙辉 Light-weight mounting II-type light-weight steel member for building
CN202000487U (en) * 2011-02-17 2011-10-05 张剑 Precast beam and precast slab compounded wall board body
CN102433955A (en) * 2012-02-02 2012-05-02 孙有芳 Assembling prefabricated light steel composite load-bearing wall panel
CN105275116A (en) * 2015-11-26 2016-01-27 沈阳建筑大学 Light inner wall and steel beam connection structure with self-tapping screws
CN205637236U (en) * 2016-05-17 2016-10-12 北京研创绿建科技有限公司 Prefabricated assembled roof beam wall combined member

Similar Documents

Publication Publication Date Title
CN103015565B (en) Prefabricated and assembled type integrated reinforced concrete load bearing wall and building construction method
CN101974956B (en) Built-in latticed steel frame exterior protected structural slab as well as building and production and construction method thereof
CN102433955B (en) Assembling prefabricated light steel composite load-bearing wall panel
CN100402765C (en) Box shaped house model of construction and fabricating method
CN100386487C (en) Multi-rib structure system and its connection construction method
CN101691784B (en) Steel structured wide-bay energy-saving residential building with gypsum walls and on-site layering and sectioning manufacturing method
CN203247737U (en) Light steel keel composite board partition wall
CN104912232B (en) Assembly-type special-shaped composite wall made by thin-walled cold-formed steel
CN101845852B (en) Light-steel light-concrete structural system and construction method thereof
WO2017197853A1 (en) Insulation precast wall and prefabricated building
CN102747781B (en) Fiber reinforce plastic (FRP) combination structure frame where integral type node is adopted and construction method thereof
CN202706258U (en) Fully-assembled detachable concrete wallboard
CN101608480B (en) Manufacturing method of precast concrete short-limb shear wall provided with door windows
CN102425265B (en) Composite wallboard manufacturing and installation method
CN204139327U (en) Gas concrete out-hung panel waves node
CN204252269U (en) A kind of Prefabricated steel construction integration assembling green building Component composition assembly unit
KR20050035494A (en) Foamed plastic hollow panel assembly
CN103993679B (en) Low layer assembling combined wall house bolt connection node structure
CN206346385U (en) A kind of prefabricated AB face multifunctionals wall
CN104481170A (en) Multi-storey and high-rise steel structure house integrated system with pillars and walls in equal thickness
CN201649366U (en) Steel-bar truss concrete grouting wall structure
CN102561513A (en) Unit cabin type building system
CN103266662B (en) The assembled house of light steel composite board
CN104674989A (en) Light steel engaged composite insulation lightweight wall assembly type combined shear wall and fabrication method
WO2015050502A1 (en) Prefabricated wall panel and assembly

Legal Events

Date Code Title Description
PB01 Publication
C06 Publication
SE01 Entry into force of request for substantive examination
C10 Entry into substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20160831

RJ01 Rejection of invention patent application after publication