CN107687210A - A kind of method of construction of full prefabricated buildings - Google Patents
A kind of method of construction of full prefabricated buildings Download PDFInfo
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- CN107687210A CN107687210A CN201710947625.2A CN201710947625A CN107687210A CN 107687210 A CN107687210 A CN 107687210A CN 201710947625 A CN201710947625 A CN 201710947625A CN 107687210 A CN107687210 A CN 107687210A
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- Prior art keywords
- layer
- floor
- coupling beam
- wallboard
- construction
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
- E04B1/34321—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by panels
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
- E04B1/34326—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by longitudinal elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
- E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
- E04B1/6145—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with recesses in both frontal surfaces co-operating with an additional connecting element
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
- E04H1/005—Modulation co-ordination
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention provides a kind of method of construction of full prefabricated buildings, belong to assembled architecture technical field.The present invention comprises the following steps, A, dealing with foundation；B, first layer wall system installation is carried out on foundation：Wallboard and wallboard auxiliary connecting elements are mounted and connected are tightly formed first layer wall system in order on foundation；C, the installation of first layer coupling beam system is carried out on first layer wall system：The coupling beam component in isosceles triangle section is spliced and is completely embedded in order in first layer wall system, forms first layer coupling beam system；D, first layer floor system installation is carried out in first layer coupling beam system：Floor is set up on the circular bead surface of the coupling beam component of first layer coupling beam system and is completely embedded, and forms first layer floor system.The present invention can greatly improve the assembly rate in house, accelerate efficiency of construction, shorten construction period, the pollution in less building course.
Description
Technical field
The invention belongs to assembled architecture technical field, is to be related to a kind of construction of full prefabricated buildings more specifically
Method.
Background technology
Assembled architecture refers to the building formed with prefabricated component in assemble in site.The advantages of this building is to build speed
Degree is fast, and climate conditionality is small, saves labour and can improve construction quality.The assembled architecture profile of early stage is relatively more slow-witted
Plate is stereotyped.Later people improve in design, add flexibility and diversity, make assembled architecture can not only
It is enough to build in batch, and pattern enriches.But in existing assembled architecture, in precast concrete, especially prefabricated board
Between connection use substantially docking or bond, adjacent prefabricated board stress condition is poor, globality poor, easily causes local mistake
Surely, so present fabricated construction is difficult to the building system using wallboard load-bearing.Thus as needing adding structural post to hold
Weight, because existing structural column or structural beams need to have good switching performance, therefore uses section steel material, such knot substantially
Structure post or structural beams make and installation is all more complicated, and service life is short, is easily corroded, and is difficult to change in use, so that
Fabricated construction often makes construction and safeguarded complex.
The content of the invention
It is an object of the invention to provide a kind of method of construction of full prefabricated buildings, to solve present in prior art
The complicated technical problem of assembled architecture construction, has the characteristics of construction is simple and efficient.
To achieve the above object, the technical solution adopted by the present invention is：A kind of method of construction of full prefabricated buildings is provided,
Comprise the following steps, A, dealing with foundation；B, first layer wall system installation is carried out on foundation：On foundation
Wallboard and wallboard auxiliary connecting elements are mounted and connected are tightly formed first layer wall system in order；C, in first layer wall
The installation of first layer coupling beam system is carried out in system：The coupling beam component in isosceles triangle section is spliced in order in first layer wall system
And be completely embedded, form first layer coupling beam system；D, first layer floor system installation is carried out in first layer coupling beam system：
Floor is set up on the circular bead surface of the coupling beam component of one layer of coupling beam system and is completely embedded, and forms first layer floor system.
Further, it is further comprising the steps of in a kind of method of construction of foregoing full prefabricated buildings, E, in n-th layer
The installation of N+1 layers wall system is carried out in coupling beam system：Wallboard and wallboard auxiliary connecting elements are pressed in n-th layer coupling beam system
Order, which is mounted and connected, is tightly formed N+1 layer wall systems；F, N+1 layer coupling beam bodies are carried out on N+1 layer wall systems
System's installation：Coupling beam component is spliced and is completely embedded in order in N+1 layers wall system, forms N+1 layer coupling beam systems；G、
The installation of N+1 layers floor system is carried out in N+1 layer coupling beam systems：In the shoulder of the coupling beam component of N+1 layer coupling beam systems
Floor is set up on face and is completely embedded, forms N+1 layer floor systems；Wherein, N is the positive integer more than or equal to 1.
Further, it is further comprising the steps of in a kind of method of construction of foregoing full prefabricated buildings：H, in top
Floor on install roof structure.
Further, it is further comprising the steps of in the method for construction of foregoing full prefabricated buildings：I, exterior wall gap facing
Processing；J, hydroelectric line equipment is installed；K, heat insulating inner wall layer finish coat is installed；L, other decorations.
Further, in the method for construction of foregoing full prefabricated buildings, the wall system, coupling beam system and floor are equal
Using Modular design and construction.
Further, in the method for construction of foregoing full prefabricated buildings, floor between adjacent wallboard, adjacent it
Between, between panel wall system and coupling beam system and between floor and coupling beam system using extruding to pull-up attachment structure.
Further, in the method for construction of foregoing full prefabricated buildings, the wallboard, wallboard auxiliary connection structure
Part, coupling beam component and floor are concrete component.
A kind of beneficial effect of the method for construction of full prefabricated buildings provided by the invention is：Compared with prior art,
Whole work progress of the invention is adopted as the dry operation of mechanical connecting structure connection, and whole process does not have wet construction, and construction is made
Industry face is neatly clean, all material customization processing, no waste, does not produce building waste, green, greatly reduces house and builds
Pollution to environment and garbage emission during if；And the assembly rate in house is substantially increased, the work progress in whole house
Whole process have wet construction, shaping and maturation without waiting for materials such as concrete, and each layer of installation is all that pacify can be by
Power, installation can be carried out the construction of last layer, and construction is simple is quick, and speed is fast, and whole construction period is essentially only
20% or so of normal concrete construction cycle.It can effectively solve the problem that the construction of assembled architecture present in prior art is built
Make the technical problem of complexity.
Brief description of the drawings
Technical scheme in order to illustrate the embodiments of the present invention more clearly, below will be to embodiment or description of the prior art
In the required accompanying drawing used be briefly described, it should be apparent that, drawings in the following description be only the present invention some
Embodiment, for those of ordinary skill in the art, without having to pay creative labor, can also be according to these
Accompanying drawing obtains other accompanying drawings.
Fig. 1 is the vertical structure schematic diagram of full prefabricated buildings system provided in an embodiment of the present invention.
Wherein, each reference in figure：
10- floors；20- wallboards；30- wallboards aid in connecting elements；40- coupling beam components.
Embodiment
In order that technical problems, technical solutions and advantages to be solved are more clearly understood, tie below
Drawings and Examples are closed, the present invention will be described in further detail.It should be appreciated that specific embodiment described herein is only used
To explain the present invention, it is not intended to limit the present invention.
It should be noted that when element is referred to as " being fixed on " or " being arranged at " another element, it can be directly another
On one element or it is connected on another element.When an element is known as " being connected to " another element, it can
To be directly to another element or be indirectly connected on another element.
It is to be appreciated that term " length ", " width ", " on ", " under ", "front", "rear", "left", "right", " vertical ",
The orientation or position relationship of the instruction such as " level ", " top ", " bottom " " interior ", " outer " are to be closed based on orientation shown in the drawings or position
System, it is for only for ease of and describes the present invention and simplify description, rather than indicates or imply that signified device or element must have
Specific orientation, with specific azimuth configuration and operation, therefore be not considered as limiting the invention.
In addition, term " first ", " second " are only used for describing purpose, and it is not intended that instruction or hint relative importance
Or the implicit quantity for indicating indicated technical characteristic.Thus, define " first ", the feature of " second " can be expressed or
Implicitly include one or more this feature.In the description of the invention, " multiple " are meant that two or more,
Unless otherwise specifically defined.
Referring to Fig. 1, existing illustrate to a kind of method of construction of full prefabricated buildings provided by the invention.The full dress
Method of construction with formula house, comprises the following steps：
A, dealing with foundation.Basement process and general house system are essentially identical, but foundation ring girder need to be according to wallboard
20 installation hole location reserves corresponding bolt, to meet that later stage wallboard 20 is installed.
B, first layer wall system installation is carried out on foundation：Wallboard 20 and wallboard auxiliary are connected on foundation
Connection member 30 is mounted and connected in order is tightly formed first layer wall system.Wall system is arranged on collar tie beam, wallboard 20
Reserving hole is passed through the reserved bolt of collar tie beam and fixed using nut jam-packed.Wall system turning joins position to meet wall
Continuity, add wallboard auxiliary connecting elements 30 further fix, wallboard auxiliary the preferable configuration connecting pole of connecting elements 30.Wall
Plate 20 is directly connected to wallboard 20 and extruded concrete component forms overall metope by the way of mechanically connecting, and the machinery is even
The mode preferred pair of connecing wears bolt connection.When wall is installed, with the component of door and window frame system precast concrete wall panel 20 also once
It is interspersed to carry out installation fixation, it is connected directly between by bolt on stress wallboard 20.
C, the installation of first layer coupling beam system is carried out on first layer wall system：Isosceles triangle is cut in first layer wall system
The coupling beam component 40 in face splices and is completely embedded in order, forms first layer coupling beam system.The coupling beam body that coupling beam component 40 is formed
System is arranged on after wall installation, is compressed several blocks of wallboards 20 of whole face wall by coupling beam and is linked to be an entirety, is formed up and down
The wall system of stress equalization, wall system provide support force for coupling beam system.The connected mode of coupling beam and wallboard 20 substantially with
Basis is identical with the connected mode of wallboard 20, reserves screw shell on coupling beam top and bottom, bolt is directly connected simultaneously with sleeve
Preformed hole through wallboard 20 fixes jam-packed connection by nut.The shape that the connection of coupling beam and coupling beam is changed using steel plate connection
Formula.The reserved screw shell in coupling beam top, can be used for the installation of the system of second layer wallboard 20 or the installation of parapet.
D, first layer floor system installation is carried out in first layer coupling beam system：In the coupling beam component of first layer coupling beam system
Floor 10 is set up on 40 circular bead surface and is completely embedded, forms first layer floor system.Floor 10 is arranged on isosceles triangle section
The both sides of coupling beam component 40, concrete floor 10 is directly ridden on the circular bead surface of coupling beam isosceles triangle both sides, and passes through split bolt
The end floor of floor 10 is penetrated to be fixedly connected with beam jam-packed.Connection between floor 10 and floor 10 is same using by drawing spiral shell
The mode jam-packed of bolt through two pieces of end floor reserving holes of floor 10 is fixedly connected.
The method of construction of full prefabricated buildings provided by the invention, compared with prior art, the whole work progress of the present invention
The dry operation of mechanical connecting structure connection is adopted as, whole process does not have wet construction, and operation side is neatly clean, Suo Youcai
Anticipate system processing, no waste, do not produce building waste, it is green, greatly reduce the dirt to environment during building construction
Dye and garbage emission；And the assembly rate in house is substantially increased, the work progress in whole house is whole not to have wet construction, nothing
Need to wait for shaping and the maturation of the materials such as concrete, each layer of installation is all to pacify i.e. force-applied, and installation can is entered
The construction of row last layer, construction is simple is quick, and speed is fast, and whole construction period is essentially only normal concrete construction week
20% or so of phase.It can effectively solve the problem that the complicated technical problem of assembled architecture construction present in prior art.
Further, a kind of embodiment as the method for construction of prefabricated buildings entirely provided by the invention, also
Comprise the following steps：
E, the installation of N+1 layers wall system is carried out in n-th layer coupling beam system：By wallboard 20 in n-th layer coupling beam system
And wallboard auxiliary connecting elements 30 is mounted and connected is tightly formed N+1 layer wall systems in order；
F, the installation of N+1 layer coupling beams system is carried out on N+1 layer wall systems：In N+1 layers wall system by coupling beam
Component 40 splices and is completely embedded in order, forms N+1 layer coupling beam systems；
G, the installation of N+1 layers floor system is carried out in N+1 layer coupling beam systems：In the coupling beam of N+1 layer coupling beam systems
Floor 10 is set up on the circular bead surface of component 40 and is completely embedded, forms N+1 layer floor systems；
Wherein, N is the positive integer more than or equal to 1.
Step E to step G is actually processes of the repeat step B to step D, to build the second layer in house, the 3rd
Layer is to n-th layer.Therefore its step details may be referred to the building course of first layer.
For the method for construction of full prefabricated buildings provided by the invention in the construction construction of tier building, construction is easy
Efficiently advantage becomes apparent, with identical component arrangement form and machinery on the basis of each layer of construction is all below one layer
Connected mode is carried out, and operating procedure is simply single, and worker being capable of skilled whole operation, and the cooperation between worker can be very rapidly
Become tacit agreement soon, speed of application greatly promotes, while is also beneficial to reduce the error rate in building course, avoids doing over again, improves
Efficiency of construction.
Further, a kind of embodiment as the method for construction of prefabricated buildings entirely provided by the invention, also
Comprise the following steps：Roof structure is installed on the floor 10 of top H,.Because the construction of roof is in agent structure
The final stage of installation, installation roof structure both can be prefabricated roof structure or cast-in-place roof structure.And
After the structural system component in whole house installs, it is possible to proceed by internal and external ornament processing, the fitting-up in later stage
Almost mutually without influence, the duration of installation roof structure arranges can be with fitting-up process weight for the installation of process and roof structure
It is folded.During this period, roof structure need to only carry out waterproof thermal-insulated work of Denging, to make up the deficiency of floor system functionally.
Further, a kind of embodiment as the method for construction of prefabricated buildings entirely provided by the invention, also
Comprise the following steps：
I, exterior wall gap facing is handled；J, hydroelectric line equipment is installed；K, heat insulating inner wall layer finish coat is installed；L, other dresses
Decorations finishing.
Gap processing between the general advanced version concrete component of exterior wall, is typically handled using special seal gum jointing, with
Ensure the water-tight infiltration of peripheral structure.Exterior wall facing is typically handled using modes such as coating, ceramic tile, plug-in curtain walls, also may be used
Decorative pattern is directly formed when factory makes prefabricated components.Fluid sealant jointing is typically exposed to be used as decorative thread, does not do its elsewhere
Reason.
Exterior wall, which is disposed, can carry out inside fitting process, and surface of wall is led according to demand inside house first
Secondary joist is fixed, general to use rough ground or steel joist, and hydroelectric line and equipment installation arrangement are carried out after the completion of spine arrangement.Water
The installation of electric line equipment need to consider the thickness of wall insulating layer and the particular location of architectural surface.After hydroelectric line installs
The installation arrangement of heat-insulation layer can be carried out, according to drawing requirement from corresponding insulation material and construction in line with the drawings.
After pipeline and heat-insulation layer construction finish, you can carry out the installation of the ceiling construction of floor 10 and wall trim panel.
After external and internal wall and the furred ceiling of floor 10 finish, activity and the detailed treatment of other decorations can be carried out.
Further, a kind of embodiment as the method for construction of prefabricated buildings entirely provided by the invention, institute
State wall system, coupling beam system and floor 10 and use Modular design and construction.Modularization is a kind of form standardized, with
For the purpose of versatility.The etymologies of English module (modulus) one go out Latin language modulus, and original meaning is small yardstick.Modulus is as unified
The minimum base unit of component yardstick.The Modular design and construction that the present invention is taken are to design for convenience and construct and adopt
The method into integral multiple increase design planning taken.I.e. wallboard 20, floor 10 and coupling beam component 40 are equipped with minimum dimension, and
Wallboard 20, floor 10 and coupling beam component 40 are set by the integral multiple of minimum dimension employed in actual design and building course
Meter, construction error thus can be further avoided to cause the quality problems in shut-down finishing or house when building and constructing.In this hair
In a kind of bright specific embodiment, to meet construction process requirement, Size Dwelling Design refers to modularization factor, preferably single house chi
The very little multiple for 900mm.
Further, a kind of embodiment as the method for construction of prefabricated buildings entirely provided by the invention, phase
Between adjacent wallboard 20, between adjacent floor 10, between the system of wallboard 20 and coupling beam system and floor 10 and coupling beam system
Between using extruding to pull-up attachment structure.
Further, a kind of embodiment as the method for construction of prefabricated buildings entirely provided by the invention, institute
It is concrete component to state wallboard 20, wallboard auxiliary connecting elements 30, coupling beam component 40 and floor 10.I.e. whole house
It is spliced using precast concrete, the connected mode between component typically uses mechanical connection manner.
In a kind of specific embodiment of the present invention, sequence of construction is：Foundation, wall installation, coupling beam installation, floor
10 installations, the processing of exterior wall gap facing, the installation of hydroelectric line equipment, the installation of heat insulating inner wall layer finish coat, other decorations.
Referring to Fig. 1, existing illustrate to a kind of full prefabricated buildings system provided by the invention.The full assembled room
House body system, including for supporting the load-bearing wall of superstructure, the coupling beam system for forming collar tie beam structure and for being formed
The floor system of the structure of floor 10, the load-bearing wall include wallboard 20 and wallboard auxiliary connecting elements 30, the coupling beam body
System includes coupling beam component 40, and the floor system includes floor 10；Between floor 10 between adjacent wallboard 20, adjacent, hold
Pull-up attachment structure is connected using extruding between weight wall system and coupling beam system and between floor 10 and coupling beam system；Institute
State extruding includes being used for adjacent wallboard 20, adjacent floor 10, load-bearing wall and coupling beam system to pull-up attachment structure
Or floor 10 and coupling beam system to draw connection to draw piece.
Full prefabricated buildings system provided by the invention, compared with prior art, by using superstructure can be supported
Load-bearing wall, coupling beam system and floor system simultaneously combine connected mode of the extruding to pull-up attachment structure, can ensure house
The complete assembling of building, assembly rate reach 100%, being capable of greatly cost-effective, the shortening duration.Whole work progress is adopted as
The dry operation of mechanical connecting structure connection, whole process do not have wet construction, and operation side is neatly clean, and all material customization adds
Work, no waste, building waste is not produced, it is green, greatly reduce the pollution during building construction to environment and rubbish
Discharge；And the assembly rate in house is substantially increased, the work progress in whole house is whole not to have wet construction, without waiting for mixed
The shaping of the materials such as solidifying soil and maturation, each layer of installation are all to pacify i.e. force-applied, and installation can be carried out last layer
Construction, construction is simple is quick, and speed is fast, and whole construction period is essentially only the 20% of normal concrete construction cycle
Left and right.It can effectively solve the problem that the complicated technical problem of assembled architecture construction present in prior art.
Further, a kind of embodiment as full prefabricated buildings system provided by the invention, described pair of drawing
Part be to idler arm, be equipped with the wallboard 20, the coupling beam component 40 and the floor 10 for through described to pull bar
The connection through hole of part.
Specifically, in a kind of specific embodiment provided by the invention, described extruding is to pull-up attachment structure, including divides
Be not located at the first pregroove marks and the second pregroove marks on two adjacent precast concretes, first through hole and the second through hole with
And for through the first through hole and second through hole to draw piece；Described first through hole one end is prefabricated positioned at described first
The side wall of groove, the other end are located at the side of the precast concrete；Described second through hole one end is prefabricated positioned at described second
The side wall of groove, the other end are located at the side of the precast concrete；It is described that pull bar is included to draw piece and is located at institute respectively
State first anchored end and the second anchored end at pull bar both ends；The end abutment of first anchored end and the first through hole, institute
State the end abutment of the second anchored end and second through hole；First anchored end and/or second anchored end with it is described
Pull bar is detachably connected.First pregroove marks and the preferred square groove of the second pregroove marks or trapezoidal shape groove, its position are preferably placed at prefabricated mixed
On a side for coagulating native component.
In use, by two adjacent precast concrete structures after first through hole and the second through hole will be penetrated to the pull bar of draw piece
Part aligns, and pull bar both ends is in the first pregroove marks and the second pregroove marks, and the first anchored end and the second anchored end are consolidated
It is scheduled on pull bar and slowly tightens, makes to extrude compression mutually between two adjacent precast concretes.This extruding is to drawing
Type attachment structure, by setting pregroove marks by through hole and the median plane position of precast concrete being placed in draw piece (i.e. away from pre-
Concrete component two sides processed are apart from identical plane), by draw piece to can effectively avoid precast concrete after drawing
Between unstability, strengthen the globality of precast concrete；By using pregroove marks, through hole and draw piece is engaged to drawing side
Formula solves present in prior art that switching performance between precast concrete is poor, technical problem of globality poor, makes phase
Adjacent precast concrete connects more firm, and its globality is greatly enhanced, while installs and its conveniently.
The first through hole and second through hole are concrete hole.Due to by setting pregroove marks by through hole and to drawing
Part is placed in the median plane position of precast concrete, the side wall of first through hole and second through hole almost portion's stress, and right
The active force of draw piece is the pressure in the side wall for act on pregroove marks, and for concrete structure, the state being only pressurized is optimal
Stress, therefore first through hole and the second through hole are the intensity and integrality that concrete hole can ensure concrete structure, are kept away
Complicated construction technology and the high cost that embedded built-in fitting is brought are exempted from.
One end that the first through hole is located at the described first prefabricated groove sidewall is provided with the first pad；Second through hole is located at
One end of the second prefabricated groove sidewall is provided with the second pad.First pad and the second pad are set to share active force, with
Concrete structure is avoided to be destroyed by local stress, so as to cause integrally-built damage.
The first through hole and second through hole are bellmouth；The first through hole is located at the first pregroove marks side
The aperture of one end of wall is less than positioned at the aperture of the precast concrete side；Second through hole is pre- positioned at described second
The aperture of one end of groove sidewall processed is less than positioned at the aperture of the precast concrete side.Bellmouth takes off when being easy to pour
Mould, it is easy to prevent through-hole side wall from directly contacting with to draw piece again, avoids leading to draw piece localized contact when occurring situations such as earthquake
Hole side wall causes concrete cracking or crumbled.In addition, the pull bar of draw piece is penetrated when bellmouth is also convenient for installation.
The pull bar sets threaded screw mandrel including both ends, and first anchored end and second anchored end are spiral shell
Mother, in order to improve connection flexibility ratio, dismounting is easily installed, reduces cost.
The pull bar includes the straight-bar that at least one end is provided with clamping slideway, and first anchored end includes sliding with the clamping
The shackle member that road is engaged, the shackle member are socketed with the straight-bar, and the position of the clamping slideway is corresponded in the shackle member
Provided with block tongue.This interface arrangment is similar to the interface arrangment of slideway waistband or cable bundle band.This structure can be easy to entirely
Pull-up structure is tightened, it is easy to use.
Intumescent material is provided with the middle part of the pull bar.After total installs, the expansion material in intumescent material
Material expansion, fills the space between through hole and pull bar, prevents pull bar to be corroded, while also can guarantee that pull bar and through-hole side wall stress
Uniformly.
First pregroove marks and second pregroove marks are opened in the plate face of the precast slab, and described first
The main shaft direction of through hole and second through hole is parallel with the board direction of the precast slab.
The precast concrete include the adjacent precast slab and positioned at the precast slab it
Between precast concrete beam, the precast concrete beam, which is provided with, to be used for through the third through-hole to draw piece.Such knot
Structure is significant in the lintel connection of assembled architecture equivalent to being connected to three precast concretes, can make
Whole assembled architecture is all attached using the extruding of concrete component provided by the invention to pull-up attachment structure, enters one
Step facilitates the design and construction of building.
Further, a kind of embodiment as full prefabricated buildings system provided by the invention, the wallboard
20 be vertical board, and the side plate face of the wallboard 20 is provided with pregroove marks, and the first straight connection is additionally provided with the wallboard 20
Through hole, one end of the first connection through hole are located at the side wall of the pregroove marks, and the other end is located at the side of the wallboard 20.
Specifically, in a kind of specific embodiment provided by the invention, the wallboard 20 is vertical for rectangular cross-section shape
Plate, the wallboard 20 are concrete prefabricated wallboard 20, and the one side of the wallboard 20 leaves pregroove marks, the inner side of the pregroove marks
The first connection through hole is left on wall, the first connection through hole connects the contact surface one of this wallboard 20 and left and right sides adjacent wall board 20
Or this wallboard 20 and upper and lower sides cross beam contacting surface two.The pregroove marks include side channel and medial launder, and the side channel is located at side
Upper and lower part, the medial launder are located at the middle part of side, and the cell body section of the side channel is square, the groove of the medial launder
Body section is rectangle, and the longer sides in the medial launder cell body section are horizontally disposed.The side channel is four, four side channels
In two be located at side tops, two be located at side bottoms, described four side channels into the row form of two row two arrange, it is described
For two and in same level height, medial launder and the side channel in the vertical direction aligns medial launder.Among each
For groove with one first connection through hole and the connection contact surface one, each side channel is with two first connection through holes and connects respectively
Connect contacting surface one and contact surface two.Stud is installed with the first connection through hole.Reinforcing bar is laid with the wallboard 20, institute
Stating reinforcing bar includes frame muscle and panel muscle, and the frame muscle enclose is laid around the edge of the wallboard 20, and the panel muscle is into length and breadth
Cross modal is arranged.
Wallboard 20 is vertical structure, and multiple wallboards 20, which are arranged side by side, can form whole face wall, and wallboard 20 and wall
Linked together between plate 20 by stud, one is connected between wallboard 20 and upper underbeam and by stud
Rise, specific way is, the connection between wallboard 20 and adjacent wall board 20 is by the first connection through hole of lateral arrangement, and this
One connection through hole is separately positioned in medial launder and side channel, stud also cross laterally setting in adjacent wall board 20 the
One connection through hole, connection is realized, the connection between upper underbeam is connected by the first vertically arranged connection through hole, equally
Linked together by stud through this first connection through hole and then with the hole on upper underbeam, pregroove marks leave certain sky
Between, the easy to operation and fixation of stud.
Such wallboard 20 can splice the whole wall of composition, be concrete prefabricated wallboard 20, have higher intensity, and
And dismountable type of attachment is used between wallboard 20 and wallboard 20, connected by stud, be free to a group installation and dismantling
Unload, for wallboard 20 as concrete structure, intensity is also high, has been provided simultaneously with the excellent of both cast-in-place concrete and assembled board house
Point.
Further, a kind of embodiment as full prefabricated buildings system provided by the invention, the wallboard
Connecting elements 30 is aided in include connection cylinder, the connection cylinder, which is provided with, is used for what is be bonded with the edge side of the wallboard 20
Connect side, the connection side, which is provided with, is used to connecting the connector of the wallboard 20, the upper surface of the connection cylinder and
Lower surface is respectively equipped with the first tongue and groove projection and the first tongue and groove groove, the position of the corresponding connection cylinder of the coupling beam component 40
Be respectively provided with the second tongue and groove groove for being used with the first tongue and groove male cooperation and for the first tongue and groove groove
The second tongue and groove being used cooperatively is raised.
Specifically, in a kind of specific embodiment provided by the invention, described wallboard auxiliary connecting elements 30 is prefabricated
The connecting pole of wallboard 20, for connecting wallboard 20, including connection cylinder, the connection cylinder, which is provided with, to be used for and the wallboard 20
The connection side of edge side fitting, the connection side are provided with the connector for being used for connecting the wallboard 20, the connection
The upper surface and lower surface of cylinder are respectively equipped with tongue and groove projection and/or tongue and groove groove.Connect the preferred concrete material of cylinder.Wallboard
20 edge side refers to side when wallboard 20 is stood up.
In use, connecting pole side side connects wallboard 20, both ends can abut with beam, need to be provided with wallboard 20 with being connected
The attachment structure that part is used cooperatively, need to be provided with and tongue and groove projection or tongue and groove fit depressions on the beam at connection cylinder both ends
Groove or projection.Whole connection cylinder primarily serves the effect of connection wallboard 20, can not play load-bearing.Prefabricated panel
20 connecting poles by not with building is overall is fixedly connected or integrally formed connection cylinder substitutes existing structural column, be advantageous to adopt
Made of cheap, constitutionally stable concrete material, the cost of production, installation and maintenance process can be reduced；Connection
Cylinder is connected by being provided with the connection side of connector with wallboard 20, simple in construction, and connection is firm, is advantageous to by reasonable
The quantity and angle of connection side are set, the wallboard 20 required with different corners is attached, wall can be widely used in
The types of attachment such as one word of plate 20, L-type, T-shaped connection；Tongue and groove projection and/or tongue and groove groove is set to increase water in addition
Permeation pathway, play a part of waterproof, while be easy to connect the alignment of cylinder position itself, be easily installed and connect the first of cylinder
Step is fixed.The present invention can solve the problem that the problem of connection must rely on structural column between wallboard 20 existing for prior art, and connection is tied
Structure is simple, and production, installation and maintenance process are simple, and wallboard 20 can be facilitated to connect, and are easy to the building using the load-bearing of wallboard 20
The application of system.
The connector is embedded in the connecting pole body, in order to protect connector, prevents from corroding, while simplify connection
The appearance and size of cylinder, connection side is set to be bonded with wallboard 20 even closer.The connector includes screw shell structure, with
It is easy to wall side to be connected by screw bolts, convenient making and installing/dismounting.The connector respectively positioned at the connection cylinder top, in
Portion and bottom, so that whole attachment structure uniform force, more stable, while prevent single connector failure from causing structure to damage
It is bad.
The connection cylinder is provided with tongue and groove projection, the raised First included on connecting pole body end face of the tongue and groove
Terrace and the second step face on the First terrace, the First terrace protrude from the end of the connection cylinder
Face, the second step face protrude from First terrace.Such tongue and groove projection can be easy to connection cylinder to be aligned with beam, convenient peace
Dress, while it is easy to injecting glue joint filling, prevent from seeping water.The connection cylinder is provided with tongue and groove groove, and the tongue and groove groove includes being located at
The 3rd step surface on connecting pole body end face and the 4th step surface on the 3rd step surface, the 3rd step surface are dashed forward
End face and the 3rd step surface for the connection cylinder.Such tongue and groove groove can be easy to connection cylinder to be aligned with beam, convenient
Installation, while it is easy to injecting glue joint filling, prevent from seeping water.The connection side of the connection cylinder is provided with tongue and groove groove and/or tongue and groove is convex
Bar, it is connected in order to connect cylinder with wallboard 20, is easy to injecting glue joint filling, prevent from seeping water.
The connection cylinder is square column, and the length of side of the connection cylinder cross section is equal to the thickness of the wallboard 20, so that
Whole building structure Founder is regular, is easy to the installation of later stage decorative layer.The cross section of the connection cylinder is right angle fan, described
Connection side is the connecting pole bodyside plan, and in order to which L-type corner structure more saves material, outward appearance is more attractive in appearance, simultaneously
Colliding with during use after installation can be prevented.The connection column body is additionally provided with skeleton structure, and the connector is fixed on
In the skeleton structure, to strengthen integrally-built stability.
In a kind of specific embodiment of the present invention, the connecting pole of modularization prefabricated panel 20, including connection cylinder, institute
State connection cylinder and be provided with the connection side for being used for being bonded with the edge side of the wallboard 20, the connection side, which is provided with, to be used
In the connector for connecting the wallboard 20, the upper surface and lower surface of the connection cylinder are respectively equipped with tongue and groove projection and/or enterprise
Port recess.The connection cylinder is square column, and the length of side of the connection cylinder cross section is equal to the thickness of the wallboard 20.Connecting pole
Body is concrete material.The connection cylinder both ends are not provided with the mechanical connecting structure for being fixedly connected with collar tie beam.
Further, a kind of embodiment as full prefabricated buildings system provided by the invention, the floor
10 include panel, the coaming plate set along the edge of the panel and connect through hole through the second of the coaming plate；Second connection is logical
The one end in hole is towards on the outside of the coaming plate, and the other end is towards on the inside of the coaming plate.
Specifically, in a kind of specific embodiment provided by the invention, described floor 10 includes panel, along the panel
Edge set coaming plate and the connecting hole through the coaming plate；The connecting hole is tapered and big end is towards outside the coaming plate
Side.Formed specifically, panel is poured by armored concrete, can be the rectangular flat of strip.Coaming plate is elongated, along panel
Edge is set, and it is also poured by armored concrete and formed.Coaming plate is arranged on above panel or below, coaming plate can be with panel
Integrative-structure, it is molded by one-time-concreting.Connecting hole to run through the through hole of coaming plate from inside to outside, enclose by its tapered and small end direction
The big end in inner side of plate is towards the outside of coaming plate.Floor 10 is tapered by the way that connecting hole is set, and the big end of connecting hole is towards institute
State on the outside of coaming plate so that when two pieces of floors 10 dock, the big end of two connecting holes is more easily aligned, and is easy to the connection of floor 10.Protect
Demonstrate,prove that the position of floor 10 in assembling process is accurate, reduced the requirement to connecting hole positional precision in the process of floor 10.
The plate face of the panel is rectangular, and the coaming plate connects into rectangular frame and is connected to the downside of the panel.Tool
Body, panel is the rectangular flat board of plate face, and four coaming plates connect into rectangular frame and are arranged at the downside of panel and along panel
Edge is set.Panel and coaming plate are molded by mould one-time-concreting.
The plate face of the panel is rectangular, the connecting hole on the panel plate face symmetry axis axisymmetricly.It is described
The plate face of panel can be rectangle or square.The position of connecting hole is arranged symmetrically on the symmetry axis of panel plate face, is made
It is more flexible to obtain the direction of floor 10, can be connected between any two floor 10.In a kind of specific embodiment, the plate face of panel
It is rectangle, four coaming plates connect into rectangular frame and set along the edge of panel；Two shorter coaming plate centre position is respectively set
One connecting hole, two longer coaming plates are uniformly arranged four connecting holes along respective length direction.
The upper side of the coaming plate is connected with the panel, and the lateral surface of the coaming plate is vertical with the plate face of the panel simultaneously
It is generally aligned in the same plane with the side of the panel；The cross section of the coaming plate is in a rectangular trapezoid, and the length of the coaming plate cross section
Base is located at the upper side of the coaming plate, and the right angle waist of the coaming plate cross section is located at the lateral surface of the coaming plate.The horizontal stroke of coaming plate
The section intensity in a rectangular trapezoid for ensureing coaming plate and the bonding strength being connected with panel.The side of the lateral surface of coaming plate and the panel
When the parallel guarantee adjacent floor deck 10 in face docks, the coaming plate and panel of adjacent two floor 10 are bonded respectively, dock adjacent floor deck 10
It is more firm.
Floor 10 also includes the reinforcing plate that both ends are connected to the coaming plate, and the reinforcing plate is connected under the panel
Side.Reinforcing plate is set to increase the intensity of panel, the bonding strength between increase coaming plate and panel, while reinforcing plate also opposite
Plate plays certain supporting role.Specifically, the reinforcing plate growth bar shaped, it is reinforced concrete structure.Reinforcing plate is located at
The lower section of panel is simultaneously connected with panel, and the both ends of reinforcing plate are connected between two relative coaming plates.Reinforcing plate can be with
Panel and coaming plate are molded by mould one-time-concreting together.Such as the plate face of panel is rectangle, four coaming plate connections are rectangular
Framework is simultaneously set along the edge of panel；Three reinforcing plates are provided with the downside of panel, three reinforcing plates are parallel to shorter two
Coaming plate is set, and the both ends of each reinforcing plate connect two longer coaming plates respectively.
The upper side of the reinforcing plate is connected with the panel, and the cross section of the reinforcing plate is trapezoidal, and the reinforcement
The long base of plate cross section is located at the upper side of the reinforcing plate.Improve the intensity of reinforcing plate itself and the branch of reinforcing plate counter plate
Support ability.Further, the cross section of the reinforcing plate is in isosceles trapezoid.
The reinforced concrete member that the panel, the coaming plate and the reinforcing plate are structure as a whole.Make the whole of floor 10
Body is more preferable, and intensity is higher.Floor 10 is tapered by the way that connecting hole is set, and the big end of connecting hole is towards outside the coaming plate
Side so that when two pieces of floors 10 dock, the big end of two connecting holes is more easily aligned, and is easy to the connection of floor 10.It ensure that assembling
During floor 10 position it is accurate, reduce the requirement to connecting hole positional precision in the process of floor 10.
The building systems that the invention of this hair provides also include roof structure, and roof structure includes more than two pieces of above-mentioned floor
10th, the connector of the adjacent floor 10 and the housing around the floor 10 are connected；The housing is provided with building described in holding
The neck of plate 10.Connector can use the structure connected using through hole of single ended bolt, stud or other forms.Outside
Frame can be the rectangular frame connected into by four prefabricated beams of concretes.During construction, first by other position groups of assembled house
Install, housing is then built in the load-carrying members of assembled house, the holding of floor 10 is then made into adjacent floor deck 10 in outer inframe
Connecting hole alignment, then using stud pass through adjacent floor deck 10 connecting hole, fixation is tightened by nut.Preferably,
The connector is stud.Inner circumferential of the neck along the housing is set, and the inner side of the neck and upside open, institute
It is confined planes to state the outside of neck and downside.Specifically, housing is the rectangle frame connected into by four prefabricated beams of concretes
Frame.Neck is arranged on the inner side of housing, and inner circumferential of the neck along housing is set, the ring-type being integrally rectangle.In the neck of annular
Side and upside is open, outside and the confined planes of the panel of downside formation holding floor 10 and coaming plate.Roof structure is by using upper
State floor 10 so that the positional precision between floor 10 is higher, using housing by multiple floors 10 it is overall frame to be formed one it is whole
Body, make the stability of roof structure more preferable.
Further, a kind of embodiment as full prefabricated buildings system provided by the invention, the coupling beam
Component 40 includes yi word pattern node beam, T font node beams and L font node beams, the adjacent yi word pattern node beam, the T
Connected between font node beam and the L fonts node beam by dismountable fixed connection structure.
Further, a kind of embodiment as full prefabricated buildings system provided by the invention, a word
Type node beam is product word beam, and the two sides of the yi word pattern node beam are provided with the circular bead surface for being used for overlapping the floor 10, described
Yi word pattern node beam is provided with the 3rd vertical connection through hole and the horizontal the 4th connection through hole, the 3rd connection through hole and institute
The 4th connection through hole is stated to be respectively positioned on the cross section of the yi word pattern node beam main shaft.
Further, a kind of embodiment as full prefabricated buildings system provided by the invention, the fixation
Attachment structure includes being embedded in the Bolt plate of the end of coupling beam component 40.
Specifically, in a kind of specific embodiment provided by the invention, coupling beam system includes multiple yi word pattern node beams, more
Individual T fonts node beam and multiple L fonts node beams.It is fixedly connected between two adjacent yi word pattern node beams.Adjacent
It is fixedly connected between two T fonts node beams, it is solid between the adjacent T fonts node beam and the yi word pattern node beam
Fixed connection.Each L fonts node beam is located at corner, the adjacent L fonts node beam and the yi word pattern node beam
Between be fixedly connected, be fixedly connected between the adjacent L fonts node beam and the T fonts node beam.Each word
Type node beam, each T fonts node beam and each L fonts node beam are adapted to be fixedly connected with wallboard 20, each
The yi word pattern node beam, each T fonts node beam and each L fonts node beam are adapted to fix with floor 10 and connected
Connect.
Each yi word pattern node beam, each T fonts node beam and each L fonts node beam assembly get up to form collar tie beam, its
Floor projection is consistent with the layout in house, forms the framework in house.Wallboard 20 is located at house surrounding, is vertically arranged, each word
Type node beam, each T fonts node beam and each L fonts node beam are fixedly connected with wallboard 20, by the wallboard of external wall of house
20 are linked to be an entirety, form stress wall system.Floor 10 is located inside house, is horizontally disposed with, each yi word pattern node beam, each
Individual T fonts node beam and each L fonts node beam are fixedly connected with floor 10, therefore each node fine strain of millet supports each piece of floor
10, floor 10 is linked to be overall structure, forms stressed plate system.
In actual applications, yi word pattern node beam, T font node beams and L font nodes beam can independent assortment, it is assembled
Into different frameworks.In use, according to the size and shape in room, using the combination of different node fine strain of millet, as adjacent
It is fixedly connected between two pieces of yi word pattern node beams, is fixedly connected between adjacent yi word pattern node beam and T font node beams, it is adjacent
Yi word pattern node beam and L font node beams between be fixedly connected, be fixedly connected between adjacent two pieces of T font node beams, phase
It is fixedly connected between adjacent T font node beams and L font node beams, is fixedly connected between adjacent two pieces of L font node beams.Respectively
The usage quantity and erection method of individual node fine strain of millet can independent assortment, according to the actual requirements depending on.
As a kind of embodiment, each yi word pattern node beam includes the first beam body and two the first Bolt plates.First
The floor projection of beam body is in-line.The both ends of first beam body are fixedly connected with each first Bolt plate respectively.Phase
Be fixedly connected between two adjacent yi word pattern node beams by first Bolt plate, each first beam body be suitable to
Wallboard 20 is fixedly connected, and each first beam body is suitable to be fixedly connected with floor 10.
The floor projection of first beam body is in-line, and both ends connect the first Bolt plate respectively.When two pieces of adjacent yi word patterns
When node beam connects, two piece of first adjacent Bolt plate is fixed up, welding, riveting or bolt can be used to connect
Connect, it is more by the way of being fixedly connected after the first Bolt plate adjacent by two pieces is superimposed using bolt in construction.
Specifically, multiple first bolts hole, first beam body and wallboard are vertically provided with first beam body
It is bolted between 20, bolt passes through first bolt hole.Specifically, the side of first beam body is convex provided with first
Platform, the floor 10 are overlapped in the first boss.First beam body is provided with multiple second bolts hole, institute in the horizontal direction
State and be bolted between the first beam body and the floor 10, bolt passes through second bolt hole.
The first beam body and wallboard 20 are connected by the bolt being vertically arranged, form the external wall structure in house.First
First boss in beam body is played a supporting role to floor 10, then is connected the first beam body and floor 10 by horizontally disposed bolt
Pick up and, form the stress harden structure in house.Each first beam body, each wallboard 2040 and each floor 10 assemble,
Form overall structure.
As a kind of embodiment, each T fonts node beam includes the second beam body and three the second Bolt plates.Second beam
Body floor projection is T-shaped.Three ends of second beam body are fixedly connected with each second Bolt plate respectively.It is adjacent
Two T fonts node beams between be fixedly connected by second Bolt plate, the adjacent T fonts node beam and institute
State and be fixedly connected by second Bolt plate between yi word pattern node beam, each second beam body is suitable to fix with wallboard 20
Connection, each second beam body are suitable to be fixedly connected with floor 10.
The floor projection of second beam body is T-shaped, and three ends connect the second Bolt plate respectively.When two pieces of adjacent T words
When type node beam connects, two piece of second adjacent Bolt plate is fixed up, welding, riveting or bolt can be used to connect
Connect, it is more by the way of being fixedly connected after the second Bolt plate adjacent by two pieces is superimposed using bolt in construction.When adjacent
When being connected between yi word pattern node beam and T font node beams, it is preferred that by the first Bolt plate on adjacent yi word pattern node beam
Stacked up with the second Bolt plate on T font node beams, reuse bolt connection, it is more convenient, fast.
Specifically, be vertically provided with multiple 3rd bolts hole in second beam body, second beam body with it is described
It is bolted between wallboard 20, bolt passes through the 3rd bolt hole.Specifically, set on the lateral wall of second beam body
There is second boss, the floor 10 is overlapped in the second boss.Second beam body is provided with multiple four in the horizontal direction
Bolt hole, it is bolted between second beam body and the floor 10, bolt passes through the 4th bolt hole.
The second beam body and wallboard 20 are connected by the bolt being vertically arranged, form the external wall structure in house.Second
Second boss in beam body is played a supporting role to floor 10, then is connected the second beam body and floor 10 by horizontally disposed bolt
Pick up and, form the stress harden structure in house.Each second beam body, each wallboard 20 and each floor 10 assemble, shape
Integral structure.
Each L fonts node beam includes the 3rd beam body and two the 3rd Bolt plates.3rd beam body floor projection is L words
Shape.Two ends of the 3rd beam body are fixedly connected with each 3rd Bolt plate respectively.The adjacent L fonts node
By described between the L fonts node beam and the T fonts node beam between beam and the yi word pattern node beam, adjacent
3rd Bolt plate is fixedly connected, and each 3rd beam body is suitable to be fixedly connected with wallboard 20, and each 3rd beam body is suitable to
It is fixedly connected with floor 10.
The floor projection of 3rd beam body is L-shaped, and two ends connect the 3rd Bolt plate respectively.When two pieces of adjacent L words
When type node beam connects, two piece of the 3rd adjacent Bolt plate is fixed up, welding, riveting or bolt can be used to connect
Connect, it is more by the way of being fixedly connected after the 3rd Bolt plate adjacent by two pieces is superimposed using bolt in construction.When adjacent
When being connected between yi word pattern node beam and L font node beams, it is preferred that by the first Bolt plate on adjacent yi word pattern node beam
Stacked up with the 3rd Bolt plate on L font node beams, reuse bolt connection, it is more convenient, fast.When adjacent T words
When being connected between type node beam and L font node beams, it is preferred that by the second Bolt plate on adjacent T font node beams and L words
The 3rd Bolt plate on type node beam stacks up, and reuses bolt connection, more convenient, fast.
Specifically, be vertically provided with multiple 5th bolts hole in the 3rd beam body, the 3rd beam body with it is described
It is bolted between wallboard 20, bolt passes through the 5th bolt hole.Specifically, set on the lateral wall of the 3rd beam body
There is the 3rd boss, the floor 10 is overlapped on the 3rd boss.3rd beam body is provided with multiple six in the horizontal direction
Bolt hole, it is bolted between the 3rd beam body and the floor 10, bolt passes through the 6th bolt hole.
The 3rd beam body is connected with wallboard 20 by the bolt being vertically arranged, forms the external wall structure in house.3rd
The 3rd boss in beam body is played a supporting role to floor 10, then is connected the 3rd beam body with floor 10 by horizontally disposed bolt
Pick up and, form the stress harden structure in house.Each 3rd beam body, each wallboard 20 and each floor 10 assemble, shape
Integral structure.
The framework in house can fast, stably be erected using the precast beam system of the program, and between Liang Yuliang,
Beam and connection between wallboard 20 and beam and floor 10 it is accurate, stably, it is firm.Yi word pattern node beam, T font nodes beam, L
Font node beam, wallboard 20 and floor 10 can be prefabricated in factory's mass, modularization, and live construction content is entirely to take
Build and assembly working, shorten construction period, and the clean and tidy free from dust of operating environment, all material customization processing is green without waste
Colour circle is protected without building waste, is reduced environmental pollution.
Further, a kind of embodiment as full prefabricated buildings system provided by the invention, the wallboard
20 tops are provided with the first tongue and groove raised line, and bottom is provided with the first tongue and groove groove；The top of coupling beam component 40 be provided be used for it is described
The second tongue and groove raised line that first tongue and groove groove is used cooperatively, bottom are provided be used for being used cooperatively with the first tongue and groove raised line the
Two tongue and groove grooves.
Further, a kind of embodiment as full prefabricated buildings system provided by the invention, the wallboard
20 and the floor 10 size be 900mm integral multiple.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all essences in the present invention
All any modification, equivalent and improvement made within refreshing and principle etc., should be included in the scope of the protection.
Claims (7)
- A kind of 1. method of construction of full prefabricated buildings, it is characterised in that comprise the following steps,A, dealing with foundation；B, first layer wall system installation is carried out on foundation：Wallboard and wallboard are aided in into connecting elements on foundation It is mounted and connected in order and is tightly formed first layer wall system；C, the installation of first layer coupling beam system is carried out on first layer wall system：In first layer wall system by isosceles triangle section Coupling beam component splices and is completely embedded in order, forms first layer coupling beam system；D, first layer floor system installation is carried out in first layer coupling beam system：In the platform of the coupling beam component of first layer coupling beam system Floor is set up on shoulder face and is completely embedded, forms first layer floor system.
- A kind of 2. method of construction of full prefabricated buildings as claimed in claim 1, it is characterised in that it is further comprising the steps of,E, the installation of N+1 layers wall system is carried out in n-th layer coupling beam system：By wallboard and wallboard in n-th layer coupling beam system Auxiliary connecting elements is mounted and connected in order is tightly formed N+1 layer wall systems；F, the installation of N+1 layer coupling beams system is carried out on N+1 layer wall systems：In N+1 layers wall system by coupling beam component Splice in order and be completely embedded, form N+1 layer coupling beam systems；G, the installation of N+1 layers floor system is carried out in N+1 layer coupling beam systems：In the coupling beam component of N+1 layer coupling beam systems Circular bead surface on set up floor and be completely embedded, form N+1 layer floor systems；Wherein, N is the positive integer more than or equal to 1.
- 3. the method for construction of a kind of full prefabricated buildings as claimed in claim 1 or 2, it is characterised in that also including following step Suddenly：Roof structure is installed on the floor of top H,.
- 4. the method for construction of a kind of full prefabricated buildings as claimed in claim 1 or 2, it is characterised in that also including following step Suddenly：I, exterior wall gap facing is handled；J, hydroelectric line equipment is installed；K, heat insulating inner wall layer finish coat is installed；L, other decorations.
- A kind of 5. method of construction of full prefabricated buildings as claimed in claim 1 or 2, it is characterised in that：The wall system, Coupling beam system and floor use Modular design and construction.
- A kind of 6. method of construction of full prefabricated buildings as claimed in claim 1, it is characterised in that：Between adjacent wallboard, Between adjacent floor, between panel wall system and coupling beam system and between floor and coupling beam system using extruding to pull-up company Binding structure.
- A kind of 7. method of construction of full prefabricated buildings as claimed in claim 1, it is characterised in that：The wallboard, the wall Plate auxiliary connecting elements, coupling beam component and floor are concrete component.
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| CN108999292A (en) * | 2018-08-06 | 2018-12-14 | 河北创天新型材料科技有限公司 | A kind of building structure |
| CN109469228A (en) * | 2018-12-14 | 2019-03-15 | 成都建工工业化建筑有限公司 | The mounting process of exterior wall prefabricated components and its prefabricated components with ribbing |
| WO2019240597A1 (en) * | 2018-06-15 | 2019-12-19 | Method Building Systems Limited | A method for designing and constructing a building |
| CN111155655A (en) * | 2019-12-23 | 2020-05-15 | 中煤建工集团有限公司 | Construction method of building combined type building |
| CN114411938A (en) * | 2021-12-31 | 2022-04-29 | 苏州贝润建筑设计有限公司 | Assembly type green building structure and construction method thereof |
| CN114458054A (en) * | 2020-11-10 | 2022-05-10 | 内蒙古中朵远大建筑工业有限公司 | Modular detachable light steel structure fire station |
| CN114517533A (en) * | 2022-01-29 | 2022-05-20 | 中建科工集团有限公司 | Modular building construction method |
| CN115045390A (en) * | 2022-05-11 | 2022-09-13 | 中国建筑技术集团有限公司 | Construction method of fully-assembled light-steel light-concrete structural system |
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| CN114517533A (en) * | 2022-01-29 | 2022-05-20 | 中建科工集团有限公司 | Modular building construction method |
| CN115045390A (en) * | 2022-05-11 | 2022-09-13 | 中国建筑技术集团有限公司 | Construction method of fully-assembled light-steel light-concrete structural system |
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