CN207453108U - A kind of full prefabricated buildings system - Google Patents

A kind of full prefabricated buildings system Download PDF

Info

Publication number
CN207453108U
CN207453108U CN201721316152.8U CN201721316152U CN207453108U CN 207453108 U CN207453108 U CN 207453108U CN 201721316152 U CN201721316152 U CN 201721316152U CN 207453108 U CN207453108 U CN 207453108U
Authority
CN
China
Prior art keywords
wallboard
connection
floor
groove
hole
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN201721316152.8U
Other languages
Chinese (zh)
Inventor
王毅
李莽
韩宪
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hebei Li Jian Lai Building Integrated Housing Co Ltd
Original Assignee
Hebei Li Jian Lai Building Integrated Housing Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Hebei Li Jian Lai Building Integrated Housing Co Ltd filed Critical Hebei Li Jian Lai Building Integrated Housing Co Ltd
Priority to CN201721316152.8U priority Critical patent/CN207453108U/en
Application granted granted Critical
Publication of CN207453108U publication Critical patent/CN207453108U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model provides a kind of full prefabricated buildings system, belongs to assembled architecture technical field.The utility model is squeezed to the connection mode of pull-up connection structure by using can support superstructure load-bearing wall, coupling beam system and floor system and combine, it can ensure the complete assembling of building construction, assembly rate reaches 100%, can greatly save cost, shorten the construction period.Work progress is dry operation, and without wet construction, operation side is neatly clean, and all material customization processing, no waste does not generate building waste, environmentally protective, greatly reduces pollution and garbage emission of the building construction in the process to environment;Meanwhile the shaping without waiting for materials such as concrete and maturation, each layer of installation be all pacify it is i.e. force-applied, installation is complete can be carried out the construction of last layer, construction is simple is quick, and speed is fast, and entire construction period is essentially only 20% or so of normal concrete construction cycle.

Description

A kind of full prefabricated buildings system
Technical field
The utility model belongs to assembled architecture technical field, is to be related to a kind of full prefabricated buildings body more specifically System.
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, and construction quality can simultaneously be improved by saving labour.The assembled architecture shape 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.Existing large size assembled architecture is substantially assembling with the cast-in-place structure being combined, dress Generally relatively low with rate, the height of assembly rate directly decides design form, cost, duration of building etc., and assembly rate is higher, can The component of factorial praluction is more, and cost is lower, and installation is built also can be more rapid, and design form also can be more changeable. Meanwhile in existing assembled architecture, in precast concrete, the connection especially between prefabricated board use substantially docking or It bonds, adjacent prefabricated board stress condition is poor, and globality poor is easy to cause local buckling, so present fabricated construction is difficult With using the building system of wallboard load-bearing.Thus as adding structural column is needed to carry out load-bearing, due to existing structural column or structure Beam needs to have good switching performance, therefore is made and installed all using section steel material, such structural column or structural beams substantially More complicated, service life is short, is easily corroded, and is difficult to replace in use so that fabricated construction often make construction and It safeguards complex.
Utility model content
The purpose of this utility model is to provide a kind of full prefabricated buildings system, to solve dress in the prior art With rate it is low the technical issues of, have the characteristics that assembly rate is high.
To achieve the above object, the technical solution adopted in the utility model is:A kind of full prefabricated buildings system is provided, is wrapped Include to support the load-bearing wall of superstructure, for the coupling beam system that forms collar tie beam structure and for forming floor construction Floor system, the load-bearing wall include wallboard and wallboard auxiliary connecting elements, and the coupling beam system includes coupling beam component, institute Stating floor system includes floor;Between floor between adjacent wallboard, adjacent, between load-bearing wall and coupling beam system and Pull-up connection structure is connected using extruding between floor and coupling beam system;Described squeeze includes being used for pull-up connection structure By adjacent wallboard, adjacent floor, load-bearing wall and coupling beam system or floor and coupling beam system to drawing connection to draw piece.
Further, in a kind of foregoing full prefabricated buildings system, it is described be to draw piece to idler arm, the wallboard, It is equipped with to pass through the connection through hole to idler arm on the coupling beam component and the floor.
Further, in a kind of foregoing full prefabricated buildings system, the wallboard be vertical board, the one side of the wallboard Plate face is equipped with pregroove marks, and the first straight connection through hole, one end position of the first connection through hole are additionally provided on the wallboard In the side wall of the pregroove marks, the other end is located at the side of the wallboard.
Further, in a kind of foregoing full prefabricated buildings system, the wallboard auxiliary connecting elements includes connecting pole Body, the connection cylinder are equipped with the connection side closed with the edge side face paste of the wallboard, to set on the connection side Be useful for connecting the connector of the wallboard, the upper surface and lower face of the connection cylinder be respectively equipped with the first tongue and groove protrusion and First tongue and groove groove, the position that the coupling beam component corresponds to the connection cylinder are respectively provided with and first tongue and groove protrusion The second tongue and groove groove being used cooperatively and the second tongue and groove protrusion for being used cooperatively with the first tongue and groove groove.
Further, in a kind of foregoing full prefabricated buildings system, the floor includes panel, the side along the panel The coaming plate and connect through hole through the second of the coaming plate that edge is set;One end of second connection through hole towards on the outside of the coaming plate, The other end is towards on the inside of the coaming plate.
Further, in a kind of foregoing full prefabricated buildings system, the coupling beam component includes yi word pattern node beam, T Font node beam and L font node beams, adjacent the yi word pattern node beam, the T fonts node beam and the L fonts node It is connected between beam by dismountable fixed connection structure.
Further, in a kind of foregoing full prefabricated buildings system, the yi word pattern node beam be product word beam, described one The two sides of font node beam are equipped with to overlap the circular bead surface of the floor, and the yi word pattern node beam is equipped with vertical the Three connection through holes and the horizontal the 4th connection through hole, the 3rd connection through hole and the 4th connection through hole be respectively positioned on perpendicular to On the cross section of the yi word pattern node beam main shaft.
Further, in a kind of foregoing full prefabricated buildings system, the fixed connection structure includes being embedded in described The Bolt plate of coupling beam component ends.
Further, in a kind of foregoing full prefabricated buildings system, the wallboard top is equipped with the first tongue and groove raised line, under Portion is equipped with the first tongue and groove groove;The coupling beam member upper is equipped with the second enterprise being used cooperatively with the first tongue and groove groove Mouth raised line, lower part are equipped with the second tongue and groove groove being used cooperatively with the first tongue and groove raised line.
Further, in a kind of foregoing full prefabricated buildings system, the size of the wallboard and the floor is The integral multiple of 900mm.
The advantageous effect of full prefabricated buildings system provided by the utility model is:Compared with prior art, this practicality It is new by using can support superstructure load-bearing wall, coupling beam system and floor system and combine squeeze to pull-up connection The connection mode of structure can ensure the complete assembling of building construction, and assembly rate reaches 100%, can greatly save cost, contracting Casual labourer's phase.Entire work progress is adopted as the dry operation of mechanical connecting structure connection, and whole process is made without wet construction, construction Industry face is neatly clean, and all material customization processing, no waste does not generate building waste, environmentally protective, greatly reduces house and builds If the pollution to environment and garbage emission in the process;And the assembly rate in house is substantially increased, the work progress in entire house Whole process is without wet construction, shaping and maturation without waiting for materials such as concrete, and each layer of installation is all that i.e. peace can be by Power, installation is complete can be carried out the construction of last layer, and construction is simple is quick, and speed is fast, and entire construction period is essentially only 20% or so of normal concrete construction cycle.It can effectively solve the problem that assembled architecture construction in the prior art is built The technical issues of making complexity.
Description of the drawings
It, below will be to embodiment or the prior art in order to illustrate more clearly of the technical scheme in the embodiment of the utility model Attached drawing is briefly described needed in description, it should be apparent that, the accompanying drawings in the following description is only that this practicality is new Some embodiments of type, for those of ordinary skill in the art, without having to pay creative labor, can be with Other attached drawings are obtained according to these attached drawings.
Fig. 1 is the vertical structure schematic diagram for the full prefabricated buildings system that the utility model embodiment provides;
Fig. 2 is that pull-up connection is tied in the extruding between the wallboard for the full prefabricated buildings system that the utility model embodiment provides Structure schematic diagram;
Fig. 3 is the extruding between the floor of full prefabricated buildings system that the utility model embodiment provides and coupling beam component To pull-up attachment structure schematic diagram;
Fig. 4 is the main structure diagram of the floor for the full prefabricated buildings system that the utility model embodiment provides;
Fig. 5 is that the wallboard for the full prefabricated buildings system that the utility model embodiment provides aids in the main view knot of connecting elements Structure schematic diagram;
Fig. 6 is the overlooking the structure diagram of the collar tie beam for the full prefabricated buildings system that the utility model embodiment provides.
Wherein, each reference numeral in figure:
10- floors;20- wallboards;30- wallboards aid in connecting elements;40- coupling beam components.
Specific embodiment
In order to which technical problem to be solved in the utility model, technical solution and advantageous effect is more clearly understood, with Lower combination accompanying drawings and embodiments, are further elaborated the utility model.It should be appreciated that specific reality described herein Example is applied only to explain the utility model, is not used to limit the utility model.
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 instructions such as " level ", " top ", " bottom " " interior ", " outer " are to be closed based on orientation shown in the drawings or position System is for only for ease of description the utility model and simplifies description rather than instruction or imply that signified device or element are necessary With specific orientation, with specific azimuth configuration and operation, therefore it is not intended that limitation to the utility model.
In addition, term " first ", " second " are only used for description purpose, and it is not intended that instruction or hint relative importance Or the implicit quantity for indicating indicated technical characteristic.Define " first " as a result, the feature of " second " can be expressed or Implicitly include one or more this feature.In the description of the utility model, " multiple " are meant that two or two More than, unless otherwise specifically defined.
It please refers to Fig.1 to Fig. 6, now a kind of full prefabricated buildings system provided by the utility model is illustrated.It is described Full prefabricated buildings system, the load-bearing wall including being used to support superstructure, the coupling beam system for forming collar tie beam structure With for forming the floor system of 10 structure of floor, the load-bearing wall includes wallboard 20 and wallboard auxiliary connecting elements 30, The coupling beam system includes coupling beam component 40, and the floor system includes floor 10;Between adjacent wallboard 20, adjacent floor Pull-up connection is tied using squeezing between 10, between load-bearing wall and coupling beam system and between floor 10 and coupling beam system Structure connects;It is described squeeze to pull-up connection structure include for by adjacent wallboard 20, adjacent floor 10, load-bearing wall with Coupling beam system or floor 10 and coupling beam system to draw connection to draw piece.
Full prefabricated buildings system provided by the utility model, compared with prior art, by using upper strata can be supported Structure load-bearing wall, coupling beam system and floor system simultaneously combine the connection mode squeezed to pull-up connection structure, can ensure The complete assembling of building construction, assembly rate reach 100%, can greatly save cost, shorten the construction period.Entire work progress is adopted With the dry operation connected for mechanical connecting structure, whole process is without wet construction, and operation side is neatly clean, and all material is fixed System processing, no waste does not generate building waste, environmentally protective, greatly reduce during building construction to the pollution of environment and Garbage emission;And the assembly rate in house is substantially increased, the work progress in entire house is whole not to have wet construction, without etc. Treat shaping and the maturation of the materials such as concrete, each layer of installation is all to pacify i.e. force-applied, and installation is complete can be carried out One layer of construction, construction is simple is quick, and speed is fast, and entire construction period is essentially only the normal concrete construction cycle 20% or so.It can effectively solve the problem that the technical issues of assembled architecture construction in the prior art is complicated.
Further, a kind of specific embodiment as full prefabricated buildings system provided by the utility model, it is described It is to idler arm to draw piece, is equipped on the wallboard 20, the coupling beam component 40 and the floor 10 for through described right The connection through hole of idler arm.
Specifically, in a kind of specific embodiment provided by the utility model, the extruding is to pull-up connection structure, bag It includes the first pregroove marks being respectively provided on two adjacent precast concretes and the second pregroove marks, first through hole and second is logical Hole and for through the first through hole and second through hole to draw piece;Described first through hole one end is located at described first The side wall of pregroove marks, the other end are located at the side of the precast concrete;Described second through hole one end is located at described second The side wall of pregroove marks, the other end are located at the side of the precast concrete;It is described to include pull rod and respectively position to draw piece The first anchored end and the second anchored end in the pull rod both ends;The end of first anchored end and the first through hole is supported It connects, second anchored end and the end abutment of second through hole;First anchored end and/or second anchored end with The pull rod is detachably connected.First pregroove marks and the preferred square groove of the second pregroove marks or trapezoidal shape slot, position are preferably placed at pre- On one side of concrete component processed.
In use, by two adjacent precast concrete structures after first through hole and the second through hole will be penetrated to the pull rod of draw piece Part makes pull rod both ends be in the first pregroove marks and the second pregroove marks to just, and the first anchored end and the second anchored end are consolidated It is scheduled on pull rod and slowly tightens, make to squeeze compression mutually between two adjacent precast concretes.It is this to squeeze to drawing Type connection 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, enhance the globality of precast concrete;It is by using pregroove marks, through hole and matched to drawing side to draw piece Formula solves the technical issues of poor switching performance between precast concrete in the prior art, globality poor, makes phase Adjacent precast concrete connects more firm, and 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 on 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 can ensure the intensity and integrality of concrete structure for concrete hole, keep 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 equipped with the first gasket;Second through hole is located at One end of the second prefabricated groove sidewall is equipped with the second gasket.First gasket and the second gasket are set to share active force, with Concrete structure is avoided to be destroyed be subject to 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;It is pre- that second through hole is located 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 is convenient for taking off when pouring Mould, and convenient for preventing through-hole side wall and contacted directly to draw piece avoids leading to draw piece localized contact when occurring situations such as earthquake Hole side wall causes concrete cracking or crumbles.In addition, bellmouth is also convenient for penetrating the pull rod of draw piece during installation.
The pull rod sets threaded screw including both ends, and first anchored end and second anchored end are spiral shell Mother in order to improve connection flexibility ratio, is easily installed dismounting, reduces cost.
The pull rod includes the straight-bar that at least one end is equipped with clamping slideway, and first anchored end includes sliding with the clamping The matched shackle member in road, the shackle member are socketed with the straight-bar, and the position of the clamping slideway is corresponded in the shackle member Equipped with block tongue.This clamping structure is similar to the clamping structure of slideway waistband or cable bundle band.This structure can be convenient for entire It is easy to use to the make-up of pull-up structure.
Intumescent material is equipped in the middle part of the pull rod.After total installs, the expansion material in intumescent material Material expansion, fills the space between through hole and pull rod, pull rod is prevented to be corroded, while also can guarantee pull rod 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 is equipped with for through the third through-hole to draw piece.Such knot Structure, which is equivalent to, is connected to three precast concretes, is of great significance, can make in the lintel connection of assembled architecture Entire assembled architecture is all attached pull-up connection structure using the extruding of concrete component provided by the utility model, The design and construction of building are further facilitated.
Further, a kind of specific embodiment as full prefabricated buildings system provided by the utility model, it is described Wallboard 20 is vertical board, and the one side plate face of the wallboard 20 is equipped with pregroove marks, straight first is additionally provided on the wallboard 20 Through hole is connected, one end of the first connection through hole is located at the side wall of the pregroove marks, and the other end is located at the side of the wallboard 20 Side.
Specifically, in a kind of specific embodiment provided by the utility model, which is rectangular cross-section shape Vertical board, the wallboard 20 are concrete prefabricated wallboard 20, and the one side of the wallboard 20 leaves pregroove marks, the pregroove marks The first connection through hole is left on madial wall, the first connection through hole connects contact of this wallboard 20 with left and right sides adjacent wall board 20 Face one 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 The upper and lower part in face, the medial launder are located at the middle part of side, and the groove body section of the side channel is square, the medial launder Groove body section for rectangle, the longer sides in the medial launder groove body section are horizontally disposed.The side channel is four, described four Two top for being located at side in side channel, two are arranged positioned at the lower parts of side, described four side channels into two rows of two row forms, For two and in same level height, the medial launder and side channel align the medial launder in the vertical direction.Each Medial launder band there are one the first connection through hole and the connection contact surface one, each side channel band there are two the first connection through hole and point It Lian Tong not contact surface one and contact surface two.Stud is installed in the first connection through hole.Steel is laid in the wallboard 20 Muscle, the reinforcing bar include frame muscle and panel muscle, the frame muscle enclose around the edge of the wallboard 20 lay, the panel muscle into Cross modal is arranged in length and breadth.
Wallboard 20 is vertical structure, and multiple wallboards 20, which are arranged side by side, can form entire face wall, and wallboard 20 and wall It is linked together between plate 20 by stud, is also to be connected to one by stud between wallboard 20 and upper underbeam It rises, specific way is, the connection between wallboard 20 and adjacent wall board 20 is by the first connection through hole of lateral arrangement, this One connection through hole is separately positioned in medial launder and side channel, and stud is also cross the of laterally setting in adjacent wall board 20 One connection through hole realizes connection, and the connection between upper underbeam is connected by the first vertically arranged connection through hole, equally It links together by stud through this first connection through hole and then with the hole on upper underbeam, pregroove marks leave certain sky Between, easy to operation and stud fixation.
Such wallboard 20 can splice the entire wall of composition, be concrete prefabricated wallboard 20, have higher intensity, and And it is connected by stud using dismountable type of attachment between wallboard 20 and wallboard 20, be free to a group installation and dismantling It unloads, 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 specific embodiment as full prefabricated buildings system provided by the utility model, it is described Wallboard auxiliary connecting elements 30 includes connection cylinder, and the connection cylinder is equipped with for the edge side face paste with the wallboard 20 The connection side of conjunction, the connection side are equipped with to connect the connector of the wallboard 20, the upper end of the connection cylinder Face and lower face are respectively equipped with the first tongue and groove protrusion and the first tongue and groove groove, and the coupling beam component 40 corresponds to the connection cylinder Position be respectively provided with the second tongue and groove groove for being used with the first tongue and groove male cooperation and for first tongue and groove The second tongue and groove protrusion that groove is used cooperatively.
Specifically, in a kind of specific embodiment provided by the utility model, wallboard auxiliary connecting elements 30 is 20 connecting pole of prefabricated panel, for connecting wallboard 20, including connect cylinder, it is described connection cylinder be equipped with for the wallboard The connection side that 20 edge side face paste is closed, the connection side is equipped with to connect the connector of the wallboard 20, described It connects the upper surface of cylinder and lower face and is respectively equipped with tongue and groove protrusion and/or tongue and groove groove.Connect the preferred concrete material of cylinder. The edge side of wallboard 20 refers to side when wallboard 20 is stood up.
In use, connecting pole body side connects wallboard 20, both ends can be abutted with beam, need to be equipped on wallboard 20 with being connected The connection structure that part is used cooperatively needs to be equipped with and tongue and groove protrusion or tongue and groove fit depressions on the beam at connection cylinder both ends Groove or protrusion.Entire 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 whole is fixedly connected or integrally formed connection cylinder substitutes existing structural column, be conducive to adopt It is made of cheap, stable structure 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 structure, and connection is firm, is conducive 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;In addition set tongue and groove protrusion and/or tongue and groove groove that can increase water Permeation pathway plays the role of waterproof, while convenient for the alignment of connection cylinder position itself, is easily installed and connects the first of cylinder Step is fixed.Connection must rely on structural column between the utility model can solve the problems, such as wallboard 20 existing in the prior art, even Connect simple in structure, production, installation and maintenance process are simple, and wallboard 20 can be facilitated to connect, convenient for using 20 load-bearing of wallboard The application of building system.
The connector is embedded in the connecting pole body, in order to protect connector, is prevented from corroding, while is simplified connection The appearance and size of cylinder makes connection side be bonded with wallboard 20 even closer.The connector includes screw shell structure, with It is connected by screw bolts convenient for wall side, facilitates making and installing and dismounting.The connector be located at respectively the connection cylinder top, in Portion and lower part so that entire connection structure uniform force, more stablizes, while prevent single connector failure from structure being caused to damage It is bad.
The connection cylinder is equipped with tongue and groove protrusion, and the tongue and groove protrusion includes the First being located on connecting pole body end face 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 protrusion can be convenient for connection cylinder to be aligned with beam, facilitate peace Dress, while convenient for injecting glue joint filling, prevent from seeping water.The connection cylinder is equipped 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 convenient for connection cylinder to be aligned with beam, convenient Installation, while convenient for injecting glue joint filling, prevent from seeping water.The connection side of the connection cylinder is equipped with tongue and groove groove and/or tongue and groove is convex Item is connected in order to connect cylinder with wallboard 20, convenient for injecting glue joint filling, prevents 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, convenient for 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, appearance is more beautiful, simultaneously Colliding with when can prevent from using after installation is complete.The connection column body is additionally provided with skeleton structure, and the connector is fixed on In the skeleton structure, to enhance integrally-built stability.
In a kind of specific embodiment of the utility model, 20 connecting pole of modularization prefabricated panel, including connecting pole Body, the connection cylinder is equipped with the connection side closed with the edge side face paste of the wallboard 20, described to connect on side Equipped with for connecting the connector of the wallboard 20, the upper surface and lower face of the connection cylinder are respectively equipped with tongue and groove protrusion And/or tongue and groove groove.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 Degree.Connection cylinder is concrete material.The connection cylinder both ends are not provided with the mechanical connection for being fixedly connected with collar tie beam Structure.
Further, a kind of specific embodiment as full prefabricated buildings system provided by the utility model, it is described Floor 10 includes panel, the coaming plate set along the edge of the panel and connects through hole through the second of the coaming plate;Second connects The one end in hole is connected towards on the outside of the coaming plate, the other end is towards on the inside of the coaming plate.
Specifically, in a kind of specific embodiment provided by the utility model, the floor 10 includes panel, along described The coaming plate and the connecting hole through the coaming plate that the edge of panel is set;The connecting hole is tapered and big end is towards the coaming plate Outside.Specifically, panel is poured by armored concrete, can be the rectangular flat of strip.Coaming plate is elongated, along panel Edge set, also poured by armored concrete.Coaming plate is arranged on panel the upper surface of or in the following, coaming plate can be with panel It is structure as a whole, is molded by one-time-concreting.Connecting hole is from inside to outside through the through hole of coaming plate, tapered and small end direction The inside big end of coaming plate is towards the outside of coaming plate.Floor 10 is tapered by the way that connecting hole is set, and the big end direction of connecting hole On the outside of the coaming plate so that when two pieces of floors 10 dock, the big end of two connecting holes is more easily aligned, convenient for the connection of floor 10. It ensure that the position of floor 10 in assembling process is accurate, reduce and connecting hole positional precision is wanted in 10 process of floor It asks.
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 tablet 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 mold 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 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 further includes the reinforcing plate that both ends are connected to the coaming plate, and the reinforcing plate is connected under the panel Side.Set reinforcing plate that can 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, 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 opposite coaming plates.Reinforcing plate can be with Panel and coaming plate are molded together by mold one-time-concreting.Such as the plate face of panel is rectangle, four coaming plate connections are rectangular Frame is simultaneously set along the edge of panel;The downside of panel is set there are three reinforcing plate, and 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, intensity 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, convenient for the connection of floor 10.It ensure that assembling The position of floor 10 is accurate in the process, reduces the requirement to connecting hole positional precision in 10 process of floor.
The building systems that this hair utility model provides further include roof structure, and roof structure includes two pieces or more of above-mentioned building Plate 10, the connector of the adjacent floor 10 of connection and the outline border around the floor 10;The outline border is equipped with described in holding The card slot of floor 10.The structure connected using through hole of single ended bolt, stud or other forms may be employed in connector. Outline border can be the rectangular frame connected by four prefabricated beams of concretes.During construction, first by other positions of assembled house It assembles, outline border is then built in the load-carrying members of assembled house, 10 holding of floor is then made into adjacent floor deck in outline border 10 connecting hole alignment, the connecting hole of adjacent floor deck 10 is then passed through using stud, fixation is tightened by nut.It is preferred that Ground, the connector are stud.The card slot is set along the inner circumferential of the outline border, and the inside and upside of the card slot are opened It puts, the outside and downside of the card slot are confined planes.Specifically, outline border is rectangular to be connected by four prefabricated beams of concretes Shape frame.Card slot is arranged on the inside of outline border, and card slot is set along the inner circumferential of outline border, the ring-type being integrally rectangle.The card of annular On the inside of slot and upside is opens, outside and the confined planes of 10 panel of downside formation holding floor and coaming plate.Roof structure is by adopting With above-mentioned floor 10 so that the positional precision between floor 10 is higher, frames to form one by multiple 10 entirety of floors using outline border A entirety, the stability for making roof structure are more preferable.
Further, a kind of specific embodiment as full prefabricated buildings system provided by the utility model, it is described 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, institute It states and is connected between T font node beams and the L fonts node beam by dismountable fixed connection structure.
Further, a kind of specific embodiment as full prefabricated buildings system provided by the utility model, it is described Yi word pattern node beam is product word beam, and the two sides of the yi word pattern node beam are equipped with to overlap the circular bead surface of the floor 10, The yi word pattern node beam is equipped with the 3rd vertical connection through hole and the horizontal the 4th connection through hole, the 3rd connection through hole It is respectively positioned on the described 4th connection through hole on the cross section of the yi word pattern node beam main shaft.
Further, a kind of specific embodiment as full prefabricated buildings system provided by the utility model, it is described Fixed connection structure includes the Bolt plate for being embedded in 40 end of coupling beam component.
Specifically, in a kind of specific embodiment provided by the utility model, coupling beam system includes multiple yi word pattern nodes Beam, multiple T fonts node beams and multiple L fonts node beams.It is fixedly connected between two adjacent yi word pattern node beams.Phase Be fixedly connected between two adjacent T fonts node beams, the adjacent T fonts node beam and the yi word pattern node beam it Between be fixedly connected.Each L fonts node beam is located at corner, the adjacent L fonts node beam and the yi word pattern section It is fixedly connected between point beam, is fixedly connected between the adjacent L fonts node beam and the T fonts node beam.It is each described Yi word pattern node beam, each T fonts node beam and each L fonts node beam are adapted to be fixedly connected with wallboard 20, Each yi word pattern node beam, each T fonts node beam and each L fonts node beam are adapted to solid with floor 10 Fixed connection.
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, 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 A 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 practical applications, yi word pattern node beam, T font node beams and L font node beams can be freely combined, 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 a node fine strain of millet can be freely combined, depending on actual demand.
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 linear type.The both ends of first beam body are fixedly connected respectively with each first Bolt plate.Phase Be fixedly connected between two adjacent yi word pattern node beams by first Bolt plate, each first beam body be suitable for Wallboard 20 is fixedly connected, and each first beam body is suitable for being fixedly connected with floor 10.
The floor projection of first beam body is linear type, 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 may be employed and connect It connects, in construction, mostly by the way of being fixedly connected after the first Bolt plate adjacent by two pieces is superimposed using bolt.
Specifically, multiple first bolts hole, first beam body and wallboard are vertically equipped in first beam body It is bolted between 20, bolt passes through first bolt hole.Specifically, the side of first beam body is convex equipped with first Platform, the floor 10 are overlapped in the first boss.First beam body is equipped with multiple second bolts hole, institute in the horizontal direction It states and is 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 plays a supporting role to floor 10, then is connected the first beam body and floor 10 by horizontally disposed bolt It picks 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 respectively with each second Bolt plate.It is adjacent Two T fonts node beams between be fixedly connected by second Bolt plate, the adjacent T fonts node beam and institute It states and is fixedly connected by second Bolt plate between yi word pattern node beam, each second beam body is suitable for fixing with wallboard 20 Connection, each second beam body are suitable for being 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 may be employed and connect It connects, in construction, mostly by the way of being fixedly connected after the second Bolt plate adjacent by two pieces is superimposed using bolt.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 It stacks up with the second Bolt plate on T font node beams, reuses and be bolted, it is more convenient, quick.
Specifically, in second beam body vertically be equipped with multiple 3rd bolts hole, second beam body with it is described It is bolted between wallboard 20, bolt passes through the 3rd bolt hole.Specifically, it is 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 equipped with multiple four in the horizontal direction Bolt hole is bolted between second beam body and the floor 10, and 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 plays a supporting role to floor 10, then is connected the second beam body and floor 10 by horizontally disposed bolt It picks 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 respectively with each 3rd Bolt plate.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 for being fixedly connected with wallboard 20, and each 3rd beam body is suitable for 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 may be employed and connect It connects, in construction, mostly by the way of being fixedly connected after the 3rd Bolt plate adjacent by two pieces is superimposed using bolt.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 It stacks up with the 3rd Bolt plate on L font node beams, reuses and be bolted, it is more convenient, quick.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 and is bolted, more convenient, quick.
Specifically, in the 3rd beam body vertically be equipped with multiple 5th bolts hole, the 3rd beam body with it is described It is bolted between wallboard 20, bolt passes through the 5th bolt hole.Specifically, it is 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 equipped with multiple six in the horizontal direction Bolt hole is bolted between the 3rd beam body and the floor 10, and bolt passes through the 6th bolt hole.
The 3rd beam body with wallboard 20 is connected by the bolt being vertically arranged, forms the external wall structure in house.3rd The 3rd boss in beam body plays a supporting role to floor 10, then is connected the 3rd beam body with floor 10 by horizontally disposed bolt It picks 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 are accurate, stable, 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 It builds and assembly working, shortens 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 specific embodiment as full prefabricated buildings system provided by the utility model, it is described 20 top of wallboard is equipped with the first tongue and groove raised line, and lower part is equipped with the first tongue and groove groove;40 top of coupling beam component be equipped with for The second tongue and groove raised line that the first tongue and groove groove is used cooperatively, lower part are equipped with to be used cooperatively with the first tongue and groove raised line The second tongue and groove groove.
Further, a kind of specific embodiment as full prefabricated buildings system provided by the utility model, it is described The size of wallboard 20 and the floor 10 is the integral multiple of 900mm.
Now a kind of method of construction of full prefabricated buildings provided by the utility model is illustrated.The full assembled room The method of construction in room, 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 Corresponding bolt is reserved in 20 installation hole position, is installed with meeting later stage wallboard 20.
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 mounted on collar tie beam, wallboard 20 Reserving hole is passed through the reserved bolt of collar tie beam and is fixed using nut jam-packed.Wall system turning joins position to meet wall Continuity, it is further fixed to add wallboard auxiliary connecting elements 30, wallboard auxiliary 30 preferable configuration connecting pole of connecting elements.Wall Plate 20 is directly connected to wallboard 20 and extruded concrete component forms whole metope by the way of mechanical connection, and the machinery is even Mode is connect preferably to be bolted to wearing.When wall is installed, with 20 component of door and window frame system precast concrete wall panel 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 mounted 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 connection mode of coupling beam and wallboard 20 substantially with Basis is identical with the connection 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 converted using steel plate connection Formula.The screw shell that coupling beam top is reserved can be used for the installation of 20 system of second layer wallboard 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 mounted 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 10 end floor of floor is penetrated to be fixedly connected with beam jam-packed.Connection between floor 10 and floor 10 is similary using by drawing spiral shell The mode jam-packed of bolt through two pieces of 10 end floor reserving holes of floor is fixedly connected.
The method of construction of full prefabricated buildings provided by the utility model, compared with prior art, the utility model is entire Work progress is adopted as the dry operation of mechanical connecting structure connection, and whole process is neatly done without wet construction, operation side Only, all material customization processing, no waste does not generate building waste, environmentally protective, and it is right during building construction to greatly reduce The pollution of environment and garbage emission;And the assembly rate in house is substantially increased, the work progress whole process in entire house is not wet Method is constructed, shaping and maturation without waiting for materials such as concrete, and each layer of installation is all to pacify i.e. force-applied, and installation is complete The construction of last layer is can be carried out, construction is simple is quick, and speed is fast, and entire construction period is essentially only normal concrete and builds Build 20% or so of construction period.It can effectively solve the problem that the technology of assembled architecture construction complexity in the prior art Problem.
Further, as full prefabricated buildings provided by the utility model method of construction a kind of specific embodiment party Formula, it is further comprising the steps of:
E, N+1 layers of wall system installation are 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 layers of wall system in order;
F, N+1 layers of coupling beam system installation are carried out on N+1 layers of wall system:In N+1 layers of wall system by coupling beam Component 40 splices and is completely embedded in order, forms N+1 layers of coupling beam system;
G, N+1 layers of floor system installation are carried out in N+1 layers of coupling beam system:In the coupling beam of N+1 layers of coupling beam system Floor 10 is set up on the circular bead surface of component 40 and is completely embedded, forms N+1 layers of floor system;
Wherein, N is the positive integer more than or equal to 1.
Step E to step G is actually to repeat step B to the process of 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.
The method of construction of full prefabricated buildings provided by the utility model is in the construction construction of tier building, construction Simple and efficient advantage becomes apparent, each layer of construction it is all below on the basis of one layer with identical component arrangement form and Mechanical connection manner carries out, and operating procedure is simply single, and worker being capable of skilled whole operation, and the cooperation energy between worker rapidly Enough to become tacit agreement quickly, speed of application greatly promotes, while is also beneficial to reduce the error rate in building course, avoids doing over again, Improve construction efficiency.
Further, as full prefabricated buildings provided by the utility model method of construction a kind of specific embodiment party Formula, it is further comprising the steps of:Roof structure is installed on the floor 10 of top H,.Since the construction of roof has been in main body The final stage of structure installation, installation roof structure is either prefabricated roof structure or cast-in-place roof structure. And after the structural system component in entire house installs, it is possible to proceed by internal and external ornament processing, the finishing in later stage Almost mutually without influence, the duration of installation roof structure arranges can be with fitting-up process for the installation of decoration process and roof structure Overlapping.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 i.e. It can.
Further, as full prefabricated buildings provided by the utility model method of construction a kind of specific embodiment party Formula, it is further comprising the steps of:
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 generally handled using special seal gum jointing, with Ensure the water-tight infiltration of peripheral structure.Exterior wall facing is generally 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 general exposed as decorative thread, does not do its elsewhere Reason.
Exterior wall, which is disposed, can carry out interior decoration process, and surface of wall is led according to demand inside house first Secondary joist is fixed, and generally using rough ground or steel joist, spine arrangement carries out hydroelectric line and equipment installation arrangement after finishing.Water The installation of electric line equipment need to consider the thickness of wall insulating layer and the specific location of architectural surface.After hydroelectric line installs The installation arrangement of insulating layer can be carried out, corresponding thermal insulation material and construction in line with the drawings are selected according to drawing requirement.
After pipeline and insulating layer construction finish, you can carry out the installation of 10 ceiling construction of floor and wall trim panel.
After external and internal wall and 10 furred ceiling of floor finish, activity and the detailed treatment of other decorations can be carried out.
Further, as full prefabricated buildings provided by the utility model method of construction a kind of specific embodiment party Formula, the wall system, coupling beam system and floor 10 use Modular design and construction.Modularization is a kind of shape standardized Formula, for the purpose of versatility.English module (modulus) etymologies go out Latin language modulus, and original meaning is small scale.Modulus conduct The minimum base unit of unified structure element scale.The Modular design and construction that the utility model is taken be for convenience design and The method into integral multiple increase design planning constructed and taken.I.e. wallboard 20, floor 10 and coupling beam component 40 are equipped with most Small size, and wallboard 20, floor 10 and coupling beam component 40 are by minimum dimension employed in actual design and building course Integral multiple designs, and thus construction error further being avoided to cause when building and constructing, shut-down is modified or the quality in house is asked Topic.In a kind of specific embodiment of the utility model, to meet construction process requirement, Size Dwelling Design refers to modularization factor, It is preferred that single house size is the multiple of 900mm.
Further, as full prefabricated buildings provided by the utility model method of construction a kind of specific embodiment party Formula, between adjacent wallboard 20, between adjacent floor 10, between 20 system of wallboard and coupling beam system and floor 10 and coupling beam Using extruding to pull-up connection structure between system.
Further, as full prefabricated buildings provided by the utility model method of construction a kind of specific embodiment party Formula, the wallboard 20, wallboard auxiliary connecting elements 30, coupling beam component 40 and floor 10 are concrete component.It is i.e. whole A house is spliced using precast concrete, and the connection mode between component generally uses mechanical connection manner.
In a kind of specific embodiment of the utility model, sequence of construction is:Foundation, wall are installed, coupling beam is installed, Floor 10 is installed, exterior wall gap facing is handled, hydroelectric line equipment is installed, heat insulating inner wall layer finish coat is installed, other decoration dresses It repaiies.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this All any modification, equivalent and improvement made within the spirit and principle of utility model etc., should be included in the utility model Protection domain within.

Claims (10)

1. a kind of full prefabricated buildings system, it is characterised in that:Including being used to supporting the load-bearing wall of superstructure, for shape The coupling beam system of lopping girder construction and the floor system for forming floor construction, the load-bearing wall include wallboard and wallboard Connecting elements is aided in, the coupling beam system includes coupling beam component, and the floor system includes floor;
Between floor between adjacent wallboard, adjacent, between load-bearing wall and coupling beam system and floor and coupling beam system Between using squeeze to pull-up connection structure connect;
Described squeeze includes for by adjacent wallboard, adjacent floor, load-bearing wall and coupling beam body pull-up connection structure System or floor and coupling beam system to draw connection to draw piece.
2. a kind of full prefabricated buildings system as described in claim 1, it is characterised in that:It is described be to draw piece to idler arm, It is equipped with to pass through the connection through hole to idler arm on the wallboard, the coupling beam component and the floor.
3. a kind of full prefabricated buildings system as described in claim 1, it is characterised in that:The wallboard is vertical board, described The one side plate face of wallboard is equipped with pregroove marks, and the first straight connection through hole is additionally provided on the wallboard, and first connection is logical The one end in hole is located at the side wall of the pregroove marks, and the other end is located at the side of the wallboard.
4. a kind of full prefabricated buildings system as described in claim 1, it is characterised in that:The wallboard aids in connecting elements bag Connection cylinder is included, the connection cylinder is equipped with the connection side closed with the edge side face paste of the wallboard, the connection Side is equipped with to connect the connector of the wallboard, and the upper surface and lower face of the connection cylinder are respectively equipped with the first enterprise Mouth protrusion and the first tongue and groove groove, the position that the coupling beam component corresponds to the connection cylinder are respectively provided with and described first The second tongue and groove groove that tongue and groove male cooperation uses and the second tongue and groove protrusion for being used cooperatively with the first tongue and groove groove.
5. a kind of full prefabricated buildings system as described in claim 1, it is characterised in that:The floor includes panel, along institute State coaming plate and the second connection through hole through the coaming plate that the edge of panel is set;One end of second connection through hole is described in On the outside of coaming plate, the other end is towards on the inside of the coaming plate.
6. a kind of full prefabricated buildings system as described in claim 1, it is characterised in that:The coupling beam component includes yi word pattern Node beam, T font node beams and L font node beams, adjacent the yi word pattern node beam, the T fonts node beam and the L It is connected between font node beam by dismountable fixed connection structure.
7. a kind of full prefabricated buildings system as claimed in claim 6, it is characterised in that:The yi word pattern node beam is product word Beam, the two sides of the yi word pattern node beam are equipped with to overlap the circular bead surface of the floor, be set on the yi word pattern node beam There are the 3rd vertical connection through hole and the horizontal the 4th connection through hole, the 3rd connection through hole and the 4th connection through hole are equal Positioned on the cross section of the yi word pattern node beam main shaft.
8. a kind of full prefabricated buildings system as claimed in claim 6, it is characterised in that:The fixed connection structure includes pre- It is embedded in the Bolt plate of the coupling beam component ends.
9. a kind of full prefabricated buildings system as described in claim 1, it is characterised in that:The wallboard top is equipped with the first enterprise Mouth raised line, lower part are equipped with the first tongue and groove groove;The coupling beam member upper is equipped with to make with the first tongue and groove groove cooperation Second tongue and groove raised line, lower part are equipped with the second tongue and groove groove being used cooperatively with the first tongue and groove raised line.
10. a kind of full prefabricated buildings system as described in claim 1, it is characterised in that:The wallboard and the floor Size is the integral multiple of 900mm.
CN201721316152.8U 2017-10-12 2017-10-12 A kind of full prefabricated buildings system Active CN207453108U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721316152.8U CN207453108U (en) 2017-10-12 2017-10-12 A kind of full prefabricated buildings system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721316152.8U CN207453108U (en) 2017-10-12 2017-10-12 A kind of full prefabricated buildings system

Publications (1)

Publication Number Publication Date
CN207453108U true CN207453108U (en) 2018-06-05

Family

ID=62252286

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721316152.8U Active CN207453108U (en) 2017-10-12 2017-10-12 A kind of full prefabricated buildings system

Country Status (1)

Country Link
CN (1) CN207453108U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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

Similar Documents

Publication Publication Date Title
US10808396B2 (en) Building based on large-space structure and freestanding external envelope as well as construction method
CN105863067B (en) A kind of modularization low layer assembled Special-Shaped Column steel house system
CN107687211A (en) A kind of full prefabricated buildings system
CN107687210A (en) A kind of method of construction of full prefabricated buildings
CN106436893A (en) Fully-prefabricated structure and construction method thereof
CN105696817A (en) Multilayer cold-formed steel integrally prefabricated house and splicing method thereof
CN107143034A (en) A kind of assembly concrete frame structure beam column rigid connection node
CN105756369B (en) A kind of structure built-in heat insulation decorates integrated prefabricated buildings and its construction method
CN104195950A (en) Steel-concrete composite beam cable-stayed bridge glued joint connecting method
CN108661221A (en) A kind of precast floor slab and its connection structure and its construction method
CN103352569A (en) Construction method of integrally-poured architecture building
CN105464214A (en) Steel concrete integrated building and construction method thereof
CN207453108U (en) A kind of full prefabricated buildings system
CN210288680U (en) Assembled standard layer module
CN208618627U (en) A kind of precast floor slab and its connection structure
CN105908965A (en) Assembly type concrete wall board, assembly type building and assembly method
CN204163191U (en) Steel concrete integrated building
CN113356371A (en) Construction method of assembled frame structure system
CN112832415A (en) Partially-coated steel-concrete combined shear wall member
CN103741970A (en) Assembled machining shed for building construction and manufacture and installation method thereof
CN207761064U (en) A kind of assembled faced wall
CN103758208B (en) Assembled integral composite frame structure
CN203755493U (en) Short-limb shear wall structure assembled based on hidden beam prefabricated concrete large wall plate with grooves at two sides
CN204703350U (en) A kind of assembling composite floor
CN108360682A (en) A kind of construction process of three-dimensional building module and three-dimensional building module

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant